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HomeMy WebLinkAbout6636 Back Forty LpABBREVIATIONS GENERALNOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS - GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I = STAIR CALL OUT HEIGHT OF STEP DOWN (� FOOTING CALL OUT - STEP DOWN `:/ = SEE FOOTING SCHEDULE TALLOWY ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 (D = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 F--ARROW SHOWS 3 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 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 Cl HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 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: X-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. L E N NARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR RFVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ROOF PLAN A4.1 2ND FLOOR FRAMING & ROOF PLAN A5 EXTERIOR ELEVATIONS A6 1ST FLOOR ELECTRICAL PLAN A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6 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 JUG. 2 1 20� 23 tlf N o N Virtual Review Assist. Inc' Plans Review completed and app for compliance with 41 the 2020 FBC 7th 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. 0 D v z W -O q M 0 U ti N V v M 00 p�8 =Zi 0 N .N w aN c W L a 0O E" � 0 Wa LLI Uj w �� w J w��0 IY � H L11 wLU �9_j 03. �LLY0��0 Da� oZOMOOM zg) (1 O O OIL z���nu�w��nw�z _j O ILLZ Q~IL WO�H�Z�wpwU�Q o 0 CMLL LL f ' 0 O Z W O� D5t,- > U)00 Q W M � zU) �r'%'! z < Lu lq 1-W<c'M li CL 00 Z 0 F_ W W 0 mi 41, LO O N N N O N N CD c� z a ao Q o V N a a 0 N W x o 0 0 0 0 0 w �}. > f- N M � LO LO ' Cr W U) z}~ Qz O w +� Z Q W Woo V UVO L .� O O�> 0 Z a-0a r l0 i- W Q co-w CV � ('V IY zoo w � ��� ■ � Q O ZWO (V (� w u. Z az �Z -lie- Z F- 0 U 0 M�M W o` z C S z w W >(0 LAST PLOT DATE . . May 8, 2023 z 4-j O ■J I COVER SHEET I OVERALL 10'-11 1/2" 6'-0" 13'-0 1/2" 4'-0" 4'-0" 4'-3" 3'-5" 3'-6" 3'-10" 6 3'-0" 4'-0" A � 12 S3 Ie) v' J U_ r 4'-8 'H B C ELEV (-) a ` co 111 Q Q Q Q 9 Q Q0013 n II I ii �J > ` I Q I ' 9'-8 1 /2" 6 C--t-- —I-- REF o J I W I N Z I V5I c � LO I 16'-2" 13'-10" C.J. C.J. B 5 O co _I 00 Q O II I 9'-5 1/8" i I ELEC/PLUMB GG I S3 /� j CONTROL JOINT 7'-3 3/8" FOOTING / I /�� / 0 13 / (4) STUD HTOT4 AT BASLUMN W/ E I� Z Q D IJ 7'- m ME z I w C e" V 2'-4 7/8" E M IzLAV K rn p O S3 c000 iV Q p N� --I a ------ -------- --------J --- ---- --- -- --- 13 13 10 S3 11 S3 Q ELEV I I(-) 0'-4" I I 13 D = U- a50 Io I I I o� NZ -- Io �� I I �o M I fi , -4 7/8 Z � BWc I o II I II I CONTROL JOINT o N U Q — — — D SEE DETAIL D/S3 I 1 N FOR FRAME WALL TO CMU I 11- I CONNECTIONS LB co 4'-1 7/8" FOOTING Q I `,' I a00 I I 1'-7" 3'-0" Q °° t A M LC3Ej: 1313 3 Q ij F C3 0 — S3 C 7 16'-0" .1 '-4"1'4' oil 8'4" 20'-0" 4 30'-0" 0 v a� N 0 M ih M 0 M co (V -1 io N 00 tV 00 <V N <V 00 N 0 ih O "v A ELEV (-) 3 1/2" = U- U a� OVERALL FOUNDATION PLAN (ELEVATION A) 1/411= 11-011 ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYP • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = 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 m= 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. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9 1/2" WIDE RECESS Q NOT USED 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN REF 7� WASHER W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8 x 8 DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. OCj PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C I MONO FTG 1 16" x 12" DP (2) #5s CONT. 40L Z 0 3 Plans for torn pl1—t-c w,m ine ZU20 FBC 7th Edition by Debra Anne Klahr PX2300 / M N O N �, •S�'��tij � � \ to ... i -. ° Q - dS.d �•:,� z LLJ a _ p 0 z CD 0 U Mc d (n M ' V -0a - M � O � as `c 8 O Li , �S U '(n o V w aN W Q W a a F W 20 Lu Q �cUJ o'I)- 0 GOv0 �Wu _W <oxJx 0Z20 ov29Z ZLLowoomc UQ Z �oLLO Zw8imL woFw¢02� x=� ¢ p oQ o oQz LL �< 0 O Z W O� U) O >fl��MO J LO �wILL ti In F-�z < LIJ �('M Zoo V F- w W (O LO O0 0 0 N 0 N 0 N 0 N N O N O O r O O N � N I NC) O r O O O 1 I O N'n L / Ir W O O CDO O O Lo� > N M <O 1 1 CO U) z F— O _ W ¢z W O WOO U U U5 LO -0 ooF- > 0 Q Z as —a I-- w a N = �-i mF-W 2 LJ N � zo � W <�� zwo z z az 0U .0 m Z Al z w W J r- /� V , O 0 LAST PLOT DATE . May 8, 2023 z O J MONOLITHIC FOUNDATION PLAN A 30'-0" OVERALL r • r r•ANTR �I— DP SH ./ ►/ KITCHEN 00 ��� _I FLR FIN ►�� ►1 ►� 2x6 KNEE WALL TOP a @ 34 j" w0 p o Z = �, O + n SINK W/ DISPOSER (2) 2X6 E k Q/S4 HEADER co FIN U'' /'-'—FLR LINE 91 7 5/8" 6'-9 1/2" 12'-2 7/8" `'' w �- WW (4) STUD COLUMN m w LWL ¢ N z 0 toBEARING 2 m ~Q c° WALL (TYP) DINING 0 1 V-11" X 6'-6" °Q 8'-8" CLG V o UTILITY RM 00 �00 ca w HQ TIE BM AT 8'-8" GREAT ROOM 13'-9" X 17'-10" 8'-8" CLG ih 0 N 6-3 7/8" X-4 1/2" 7 5/8" N (O �Q v 00 v N 8'-8" CLG '_ N (2) 2X6 N Q Q/S4 < S INSULATED HEADER — WALL 411 20 MIN FIRE RATED DOOR W/ WEATHER STRIP PROTECTIVE BEARING BOLLARD INSULATED WALL (TYP). BEARING WALL 'Q 1-41' TWO CAR GARAGE iv 8'-8" CLG 0 N E---------------� SEE DETAIL D/S3 FOR FRAME WALL TO CMU CONNECTIONS 16070 F_ ---------- LINE OF FLOOR ABV 16'-0" 20'-0" 30'-0" OVERALL LG. TP ' 1 101 ill • 1C41 ' 1LINE FLR FIN �101 WM Q,O FOYER r• JFL TRY TE ®� 51-811 1 1'-4" 1'-4" 8'-8" 10'-0" FIRST FLOOR PLAN (ELEVATION A 1 /411 = 1'-0„ IT 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. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO E3 = 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 STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 JUL 2 3 2M V 7 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 WALL TRIBUTARY AREA (ft)2 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 33A -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 -33.9 M N O N 00 �7 Ln rJ LO 00 ,n u` foas w kQo S 1 a 7.1 .1 0 z C W L 'O q U M °D W a D` L O O 2 S �*NINE� o � 8 o Q tU"0< .N U LV QN cLM W L. 0O E_H � a °° I�. w w w, w w2OR0 LU f- � � Z X ct�-_a0 �¢wUO0 �0 Q O U 0 '0a°§o_'0'R008oz¢Q v, Zz CnUja. �wWWfnw(r � J U) O LIL Z -<< Lu�Q_WzOWVoa 0~O DYE ¢ Q �Q F¢-QLL i O z N 0 � > C o 0 CO _t U) g U) INN—WS_M ZU00 H W J 0 O LO I I I O o 0 0 0 0 0 rZ o N CV O a V� a Nco Z ' N Lo W W LO'it > (V M sf 0 W MI W ��C vJ zf— O _ W ¢z w V Woo (-)Oct) Lr) -0 0 0 O�< z of-8. T--I co it w N W zOT_ . . WAD (0 Q O g zx z z az �� 0L) 0 W z 4: z W J � Lo V ♦ 0 O LAST PLOT DATE . . May 8, 2023 z -~ 0 _J 1 ST FLOOR PLAN A N 0 N .J J O � �W �> 0 4" 4" 16-7 1/2" R&S F-- C I I v WIC '-0" CLG I � V-0 1/2" NL 5'-3 1/2,, 6". �26.68 WNERS BATH 8'-0" CLG I TB I � I � R&S .. SHW HD & VALVE- 30'-0" OVERALL SHLV II TP 10'-6 1/2" SH 25 SH 25 HD AT T-3" HD AT 7'-3" 56 N 0 Ln 3'-2" T. 15'-4" N OWNERS SUITE 15 4 X 14 0 N 8'-0" CLG iA CV 60 x 36 i SHOWER PAN oN BEDROOM #5 M 10'-0" X 10'-11, 8'-0" CLG RETURN AIR BELOW ?61 } �s0d' 1/2 5'-1 1/2" 5'-2 1/2" 3t8" N (2) 2068 BF 3'-5" 3'- R & S I ----- — -- L— j R & S (2) 2068 BF iv 2668 22"X36" ATTIC(z)ACCESS . o . . . P N BATH #2 is 8'-0" CLG BEDROOM #4 2668 2( 10'-1" X 10'-7" 8'-0" CLG 10'-4" BEDROOM #2 11'-5" X 10'-8" 8'-0" CLG (2) 2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR WINDOWS----, V-4 1 SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 7'-2" T-2" 14'-4" 0 00 - N co N 3 1/2" M 7-1 LL ca 00 co I00 I ccOo N I -6 I 00 N 1 I R&S 5'-8" 30'-0" OVERALL LOFT 13'-4" X 10'-8" 8'-0" CLG IT-4 1/2" 1 5/8" T-1 3/4" BEDROOM #3 1 V-4" X 9'-8" 8'-0" CLG 1 V-7 7/8" SH 25 D AT T-3" EGRESS 2'-9 1/2" J, 7'-2 1/2" 10'-0" SECOND FLOOR PLAN ELEVATION A 1/4 " = 1'-0" 2'-10" DN TOP T 18'-0° 4" N r` �a 0 ►% to N (- 0 Y 00 J J O Q d W 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 WALL TRIBUTARY AREA (ft)2 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 1 -33.9 30.0 -33.9 STAR SECTION 1/2 = 1'-0" WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/P.-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE 1W/ FBCR R311.7.2 10" du1" NOSING rn (3) 2x12 STRINGER--' STAIR DETAIL NTS RISERS CUT FROM I MATERIAL TREADS CUT FROM 2x MATERIAL 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 — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 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. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (1 STRAP EACH SIDE) CENTE 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 W 0 z 1 M c N � r�`• ,�..., 1 3.bf .1 Q ^' w 0 w P W 0 z Q cn ` Ntn�' E 'C ' _W `T ' 0 M c N U d I 0 V M -0-0— M = 0 r O u g 00-8 c •� V w O a� c 0O — .� o C� w ww0o QV Xf) U)03:X 00, Q F- 0v)x 0 OX00mz ci zz O O cn�n �cnww�v�LLo ¢p a. �QQOw�ZwZ�wUDa Z aLL pw ���-2w0 Q oQ o 0 0 ~ LL O O 04 Z W (n O (00 Q F-� `M O � J � � W in ILL Lq Z00 V W W A INK LO 0 ooQaoo N N N N N N N N O O .- sf N co O N N I 1 Z 0 N W � O o 0 0 0 0 i e- N M V' ui (O 1 � VJ zl O W qz W 00zz Q 0 U U U U .� O or¢ Z a..Wa r F-- X - a 00 it w (V �-O (V >- zn= }oU) JULW W " 2023 Q a,~� g w Of �N z v�-Z � Z Hm Virtual Review Assist. Inc. ' Plans Review completed (,.) and approved for compliance with the 2020 FBC 7th Ed Q a 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. i i Anne Klahr PX2300 ton 00 z A3 Uj U-) C LAST PLOT DATE Juiy 11, 2023 ::I Z0 �. J I 21ND FLOOR PLAN A z z W J 0 N O 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 2ND FLOOR ROOF VENT CALL: 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 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION 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 �Iflual rteview Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBG 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN ELEVATION A 1 /411 = 1 '-011 N LO 00 LO Q Z i. Cw 0 ,4 . tiro w 0 Z Q to Q) LO -� E L .c "o�? W u M CO d N V i7 Cl) �. Cl) E " ` u V o°s s� W O E� m W 1`, a �a Lu uj w O W� W J w O 0W �QGI J� V( Q V ��60� ZO�OmQ=�OWOZOOJ� i O Z 0 W QOw Q _RQ0 ZLL n W Z 0w V d LL �_ _P O Q 0 =O Q LL H 0 Zw O � VJ M O 0 M Q Cr)� I IT LL U, F— w f1 cM Z V W w z� A 0 L 0N O N O N O _ N O N O N O CD a a z o N M 4 to 6v ' r r } Z� Z O � 0 � � w Q W Z U zz 0 V 000 U U - 0 OW- W_Q Z rL a r� to 2 w a N C� m~2 0 N >. ZOM . w O ¢M� Zoo >— N U a Z L- z Z Q F- OU 0 � m z Z J W L O >w 0 LAST PLOT DATE z • 4-d 0 J ROOF PLAN A SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A 1 /411 = 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 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 ' 22"X36" ATTIC ACCESS O4 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 REFER TO ENG. PACK FOR CONNECTION CJ3 `�� q ti iA CJ1 � U U 1'-0 5/16" I. 2'-0" 1- 1'-0 5/1 TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 CJ 3LID U CJ1 U T-0" �, T-0" �. TYPICAL 7' 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/ MTS16'S. 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 FLOUR 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 CUTBACK 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. 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-131 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-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL PSF DURATION = 1.25 % WIND SPD/TYPE = 1-0 BLDG EXPOSURE = C: USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITFRIA F H C `'020 'I'Nl 2014 Truss member design & connector plates are designed for ASCE r — 1 6 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 = 10 PSF TCDL = 10 PSF BCDL - PSF TOTAL = .�=� PSF 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 2X4 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8".A.F.F. LABELED END MARK HANGER CHART - A L = HTU 26 (SIMPSON) d d = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 134 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT BCSI -B1 30' Spanjor less 60 degrees or less 30' to 1/2 I 2!3 to 112 I line span apne span a prox. Ta lipprox. REFER TO BCSI -B1 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. ROOF DEIGNED l'OR SHINGLE ALL REACTIONS ANT) U PLTFT ARE SHOWN O\ ENGINEERING- PEMEMM� DESCRIPTION INIT. DATEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16V FLOOR FRAMING AND TRS RFS 12169 JTH 12/12/17ANGED HANGERS TO SIMPSON RDP 03/09/18 ONE V. FG1 WEBS JRH 315/19 VED FG2 BACK & EXTENDED FP'S ARZ 08/24/20 V.ENTRY JRH 10/30/2020 W CODE LCA MAW 1-14 21 CARPENTER -� CONTRACTORS ---- OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: ( 800) 959-8806 FAX; (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT _LRl0 U S MODEL ':- IBA CCA PROJ/MODEL/ALT ALT DESC: OTC LOT BLOCK: r7EsICNER PAGE RFS DATE 83 /19 16 LAN# SCALE N329,2 OR 1 / 4 "=1' 1 1 18 /0' 9::>;? A CC'A16.d10 M 0 LID <i 00 E� ^ 4 n LID 4k Arse W ' --- �i, 0 W X 0 z a (n N V7 N E ' o p n ti MFo C: ` L �o rn O •nV) LU QN c V W ` 00 E co W LLI vi W O I— �Q o -1 X �z� (D Q Q W U QQO-JWO�woWLLY00O_jo M<OXO Z1I,L:_zm ,OI-QQ 0 0 0 O<nwuJ0 0;=00mZZ Uj 12. �< zLLJ ozzLLowood. U LL Z O W �_ H g Y O j Q OQ 0 0 O��LL 0 ZW OF_ 0 M M Q � J � 2 co HIYQa.M Z V �j Wz wo J O J dam' JUL 2 Plan 'i Re tual iew 1 evi A sin Inc far com lian elw it t Iletle e F aP rov d tl C Ala ir PA2301 O N O Cq Q Q N_ N C� Q CD V 00 00 a a z 0 N U W O O O O O O � L] r- (V M 4 6 6 1 1 M W ♦♦�^^ vJ az o W W Woo 0 U F— QWj 0 Q Z aWa WWa N 0 ��w N W ZOM C >- a�� G O ZXO >_ N z U aZLL W Z z L)ooq- Z z LU _j LU u-) o LAST PLOT DATE . May 8, 2023 z 2ND FLOOR ROOF FRAMING PLAN A 4' OFF SHINGLE ROOF RIDGE VENT 6 12 12 6 SHINGLE ROOF A5 5 A5 6 _..f 1 1 7�� A5 12 5 12 11-0.1 _ ELEV AT 18'-0" 5 SECOND FLOOR CEILING ELEV AT 18'-0" O.H. SECOND FLOOR CEILING O.H. ` z � A5 w _ 7/8 STUCCO z = 7 - 7 OVER PLYWOOD w N J In - = 7/8 STUCCO �? rt A5 CASING BEAD 7/8" STUCCO J OVER FRAME-----,'� `V IOVER FRAME N J W/ WEEPS OVER 10 _ 12 FLASHING C.J.1 C.J. 1CA C.J.1 C.J. ELEV AT 10'-0" ,_ „ 3,_0" A5 WEEP SECOND FLOOR FF 6 4 — — 10 -0 _ _ — 10 8 — — 10 0 6 4 —ELEV AT - - 12 SECOND F OOR FF 12" PAINTED RAISED SCREED ...�-- ♦ ELEV AT 8-8 w DRIP "V STUCCO BAND I FIRST FLOOR CEILING SCREED-7ELEV AT 8'-8" DRIP "V" SCREED ❑ ❑� ❑ ♦ V I� WEEP %-5/8" STUCCO FIRST FLOOR CEILING 5/8 STUCCO El 1:11:1 1 ❑ ❑ E T PAINTED RAISED SCREED OVER CMU OVER CMU r IT TRIM BAND PAINTED METAL1:1 EED� I 1100 PAINTED AND RAISED �❑GARAGE DOOR ° _ _ Q _ I _ _ ELEV AT U-0" AIIIIIII 11 FIRST FLOOR FF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" 13 FIRST FLOOR FF A5 FRONT ELEVATION A 3/ 16" = 1 '-0" RIDGE VENT SHINGLE ■�11 _..�11�1�11►1111 z� I �= I N J r L C.J.1 SS WEEP SCREED o _ ® 00 80 00 co io REAR ELEVATION A 3/ 16" = 1 '-0" I I 7/8" STUCCO OVERFRAME v C.J1 CASING BEAD W/ WEEPS OVER FLASHING %-5/8" STUCCO OVER CMU ELEV AT 18'-0" SECOND FLOOR CEILING ELEV AT 1 V-0" _ SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR AT _ ELEV AT 0'-0" FIRST FLOOR FF RIGHT ELEVATION A 3/16" = 1'-0" SHINGLE ROOF 12 5 ..•d 12 C.J1 4 3'-4" RIDGE VENT I I I I I I I I 7/8" STUCCO OVER FRAME C.J.1 C.J. I C.J.1 C.J.1 8�-8" — — —8 -8 — — 8 -8 — — — 8'-8" —L 3-4" %-5/8" STUCCO WEEP OVER CMU SCREED "-CASING BEAD io W/ WEEPS OVER FLASHING LEFT ELEVATION A 3/16" = 1'-0" ELEV AT 18'-0" SECOND FLOOR CEILING 12 ELEV AT 10'4" 4 SECOND FLOOR FF _\ ELEV AT 8'-8" t'-0" FIRST FLOOR CEILING ELEV AT 0'-0" FIRST FLOOR FF 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. 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) I'll for cur M O N LO co ' 5..i I �:. W 0 w ,,Y Q LO E > 0 o M c d �� to c9 CQ N V a0 auiP Al L p u _ QbG O LLg Q 'O . 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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, DFNS, 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 NEMA 1 200 AMP #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 footer 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 io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL aZ C �' 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 © STRUCTURED WIRE OUTLET �— SWITCH AT 36" � 3 WAY SWITCH AT 36" -W— 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -}- CLG MNT LT FIXTURE {!}- CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE {�} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER �l 50W PAR20 NFL 4" MINI ROUND RECESS Pla �oZ 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBX _} CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR cU-18a 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 c S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT F7F 24 :;R 24" VANITY LIGHTING q;;7 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT C� EXHAUST FAN d,p DOUBLE FLOOD LIGHT W/ COVERS AND Li 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CM CHIMES (DELETE W/ INTERCOM) IMEr MASTER STATION 1N&3 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR B A/C REGISTER (TJ THERMOSTAT 02 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 LO E OP o M 0 y H M ao E CO 2$ 0 U— o � Ups i �N f' IJ'A QN C W L 0O E .m CO LU ILL! C7 LV Q � � , w �j W � O � � o: z o: o:Oj2�¢OoD:¢LL c��00��0 (� O _ O a(On0�OZOR6gM0z�z0 �LLJ ollu:W Q LL Z 0�a w�_wz� 8w~� �wZ¢ O 0 v nd O w¢ o ¢w 1 O Z 04 O F_ U) ::) r.. �F=MO <u)M� �U)LLti LU LO F-WaM CL 00 ZUf< Z W WO J 0 Mj Virtual Review q Review complete ist. l c. ante with the 20 and F0 aPP ove Debra Anne Klah pX 0 3t E�' iQ LO O O N O N O N O N N O f`V M O N o °°o o N a a s N Z �� O N� W o 0 0 0 0 0 l � N M� VJ }~ zZ W Q w C)W Woo cy) � U � LO F_ O z> w— o 0 ra Z r� � F- w a 1� N mftw �_2 N W ZOM W CV Z () Ix w w az Z �z 0U a- .0 W Z Z Z w J W '^ O LAST PLOT DATE o Z ■ O May 8, 2023 1 ST FLOOR ELECTRICAL PLAN A 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 X 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 GAP,AGE 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 (ELEVATION A&B 1 /4" = 1'-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL p Z S SMOKE DETECTOR 1'-0" 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 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 © STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: - 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 04 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY �6 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR cU-18m UNDER CABINET 18" -S-18m 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 D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT FF24:;;g 24" VANITY LIGHTING F;—,36:7mR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) IMK( MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR EM A/C REGISTER CT THERMOSTAT OB 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 cA 4) Iv L ^ E ^` > o o I.'C �O W U 3Mo. o�� a; N Cn V � 0- co, 4)." r u 0 $ `o p 8 �_ U N �w Q O- ^, N � W L cO Ec 0 CO m a w W Q W J W O U i- F_ QdX- W LL.o �000�0 O CQ1wxg0_ZOwO COWL) O O U) O Z Vr 0 �fA W F fn W x oxJ CL QOwO� PZ2w� OQ o � U_ o¢ Qom¢ �� O O ZW F- (j) 0 O 0 � M Q � CO � U)LL ti F— W _M 00 ZUF- WZ� J AIL ?0 3 Virtual Re Plans Review co ew ple Assi, e t. Inc. compliance with he a 00 d a P a ed Laebra An a Kl hr lIX23 10 O 0 c,4 0 0 0 N 1- o N N a O � IV OO 00 (y � O O N r' O N N N Z o � .- o 0 0 O NL0 w p o 0 0 0 0 l i > � CV M 46 6 � ' Cr W U) Z H _ O Q W Qz W Woo U UVV5 F. O mz> OO�o Z ~ (L F- w Q N w I- N � �O� (� W >. 0 zwo >_ CV Z U • Z azLL � US p _o W z Z w LUu-) N 0 LAST PLOT DATE . . May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN A&B NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVFRNING 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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACC-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 11 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 NEAREiT VERTICAL EDGE 13 WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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. !NCLUDED 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!NSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 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. STRUCTURAL NOTES 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 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 TR11-14. 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: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. IST 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 TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR 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 ASTIVI 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+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): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-l-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ks! C-l-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 $HALL 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): 3 112"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 � 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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. 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 I OR 7/16" STRUCTURAL 1, U.N.O. 4.4.1 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. AND TIE DOWNS: -FASTENERS 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 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 3116", 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 1557-02EO1 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 she I be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems including all ri�ers and f spray hea s 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 fi nal earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less then 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 De 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete oyerpy and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrele or grade within V-13" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and imigation. 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 corngliance must be issued to the building department by a licensed pest control company efore 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 V-0" of the buildin celiulhis includes all grade stakes, tub trap boxes, forms, shoring or other lose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- .1c" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 293 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +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' BU I LDI NG 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". 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. 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METAL LATH *ALLSHEATHING X T.1 I I I I 16GAxl-1 '.2"LONG (314%1" CROV�N I - _�l MAAX 1 6GAx1 -1 �2" LONG (34%1" STAPLES i',� 6" O.C. VERT BETWEEN' - t- STU DS I NOTED THUS:- l - OF:SET ROWN� S7APLES (.&; G" STAPLES BETWEEN STUDS AS SHOWN - O.C. VERT KTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 14" V-0- *DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 7032 7.1 LATH* "ONLY APPLIES TO LENNAR TPAIJAX** 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 C1 063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 101 -011 TANK -LESS W/H 51-011 STUB -OUT FOR -1 4 GAS METER 0 9 H C G 000 'r b0-9 1 Ell 0 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9-1 (3) 16d TOENAILS 2" X 10" @ 16 O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16- O.C. 191.3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-13" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING UJ _J ROOF DIAPHRAGM NAILING SCHEDULE pinrp: I INP . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + 4* . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . + + # . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + .-0. (TYP.) _0"(TYP"` + + 4'-0' + + + + + 4'-0" 7 + 4 + + + + + + + + 4 + . . + . . + + + + + + 4 . . . . + + + + + * 4 . . . . . . + + . . . . . . . + + + + + + + + + 4 . . . . . . //4 + . . . . . . . + + + + + + * 4 . . . . + + + + + + + + + + + + + + X+ + + + + + 4- + + + + + + + . . . . + 15/32" CDX PLYWOOD OR 7/16" OSB --RIDGE LINE 140 MPH N103 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE"C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 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: FFOR 8d RING SHANK NAILS 0.1 13x 2x 318" 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, Backer and Filler Block Dimensions BC18joist 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 2 x + 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 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SEC TION @ IN T. BRG. WALL N.T.S. 1/8" min 2'min. ' Small 2" I gap " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span, Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16 - Hangers with side nailing. OF -THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and o' require additional wall or beam below.* w consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking 1 1- '311 IIAA% ­;I� W1 Qrrl�� for each lapped joist. 1 Od nails INT Squash block SECTION BRG. WALL (2x4 minimum) Gy Bearing wall, Versa -;Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, (KNOCKOUT EXEMPTS) (see table below) D (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.* When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset F " Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. �77-,73-, LE MAY DO NOT CUT HOLES 61" BE _dUT ANYWHERE IN 611 6' CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7=ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,, Round Hole Diameter (in) - 2 3 4 5 6 7 8 4.16T5 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" j(,ist Span (f! 8 V-0" V-1" l'-2" V-2" V-3" 1'-3" V-7" V-1 1" 2'-4" 2'-9" T-2" T-71' 12 V-0" V-1" V-2" V-2" V-3" V-9- 2'-4-,2!-11- T-7 4'-2" 4'-9" 5'-4" 16 V-0" 1 V-11" 1 l'-2" V-2" , l'-7" 2'-5� . T-2" 1 T-10", 4'-9" . 5'-7" , 6'-4- T- ff20 1 '-0" 11 '- I V-2" V-2"12--O" 3'-0-14'-0"14'-10-15'-11"16'-11"17'-11- W-11 1 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 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 %" 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. Joist hanger Web Stiffener Fastener Schedule Joist Be I Depth * Location TE�Series Intermediate BCI 5000se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s BC16500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 6" 1 2-8d 6-8d BCI 60s8 11 7/8"1 2-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCl 90so 11 -7/8" 3-16d 3-16d 14" 5-16d I 5-16d .1 d 6-16d Plumbing Backer block (12" wide min.) Nail with 10- 10d nails. �_�Install tight to top flange. 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"-Z' 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"-T gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height 0 requirements 0.6 X Joist depth lo 'o lo lo I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22)' NAILS 7 R TRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL MIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )F FASTENERS IN W11 1-I 09��� SLEEVE THRU STEM--' J SEE PLAN FOR--' .41 FOUNDATION INFO STEM FOUNDATION E RE - INF. SEE PLAN GRAD X A -LL[_-._.-rI LLE''I hVU UMMOM 14 rVL, 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 (WHEN SIMPSON H10A W/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT 1015# 110A x 1 1 /2N- TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A 4 4. 4 7- 7 1 M-1 1: T SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED, PENETRATION-\ PLUMBING LINE @ PI�E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - LY 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 Fl- -7 d -:f . \ , 2 AL 1= 4/. �IA IT MP SEE FND. PLN. SIZE & REINF. Pla for co, co N 0 10 U) 00 LID z Lu 0 z V) a) LO E > 0 0 0 U cy) 6 C) CO E u D -98 LL 0 .- JC U a Ln U LU cl"Ir oo E �2 C 0 11"o 7C) W W Of W 0 C6 0 Lu W � W2_0 I X z uJ -- 2 z W 02 < 0 Q� =) - _J (1) 0 LL U 8 LL 0 I- :<500HZE,0220 i,- F- 00W gZ0200-0-0,0z < (0 LU W LU V5 W 5 2 U) 0 0 0 z CL > uJ i.- z LL 0 _J CL 0 z a Z 0 UJ a- _J<< W - Wz 0 < LL. 0 W z < < 0 X D a U_ < 0 0 0 z N W 0 I-_ U) > U) CD C:) F.: C?) C) M r"­ z <0-A %0.4 LO a. _J U) LL 2 (n - z < Li < U? cy) "t­ 00 < z 0 z 3: W UJ _J 0 0 mi CD 14, Alt Virtual Revie , is Review COMP e ss,,��t. d in. . , /./ Viance with the a a 20 i app1­01 rip qL, h 0 AnRe K Azj, 0 C) 0 N CD C14 C) N N CD 0 0 C) 0 CD 0 LO V5 ix U.1 CD ,I. LO > C-� 6 4 I CT CO >_ Z 1,- Z W UJ ozz (3) .00 nr_)V5 -0 LO -0 0 :D z 5; CLU_ 0 0 mv� < z wr< n LL, WLUI.- 7­4 M: LU=:�J IM F- 117114 F- I.- 0=)o 117114 W ZOM LIJ >_ 0- >_ = U) < �- =) M - 3:2 CN < 0 ZICK0 wix U_ z z ILZ z F_ z SN1 < z z L.0 UJ LO 0 > C-) LAST PLOT DATE z 0 STRUCTURAL .J DETAILS (2) LAYERS ASTM TYPE 11 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 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT 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 Z/-TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TY1 METAL PL. UNDER EA. TRUSS p') VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIE INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 12" N.C. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ T' O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN z: 1x2 P.T. HORIZONTAL Z TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2"GYPSUM WALLBOARD--��- (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1X4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB LLI a. MIN PSI MAY VARY PER Cl MUNICIPALITY. 4"X4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, -CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE -!6- 8: CN , Nt X' I. , U Lu. V, [Min-H 00 2� 2 : - ;p 6 MIL VAPOR -,/ BARRIER D. C14 COMP. SOIL. -H (COMPACTED TO 95% �07 rff:4_1 NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1 557) (2) #5 REBAR CONT 3" MIN. CLR. ON 3" CHAIRS TYP' 4' (1 STORY) STD, 90 HOOK U N.0 V-8" (2 STORY) I (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" 1' -0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS-\ O.H.D. RECESS SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 1 .8" (2 STOR)[) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT - ON 3" CHAIRS (TYP.) A t - N 3- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. !6- I 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & gi @ 6" MAX FROM END OF 2 x PLATE & 6 x 6 W1.4 x W1.4 Cl) WWF OR FIBERMESH C? 8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK Cl) ELEV. U-0" OIL 4 A.F.F. 4' A -A 4 4 z .4 A* ELEV. 4-3 1/2" $�o 4 T� .4 A A.F.F C) A 2x4 CON U_ A -0 -4 ..A C14 4 4 4 4. GARAGE DE,PTH VARIES A 4 Id I * 1. . . -0 . . 4 :. . . , 4. GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 r 2x S. P. F. ST S 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. Vx P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL A FOOTING M�NO SHOWN' 00 FOR CLARITY . A . � I . : �, III I m I =I. T 171-1 E, NOTE: A ;,M= D;A FBI ti: *FOR BEARING WALL 9-1 �i �IgF W/ UPLIFT ONLY 1 �i _1117- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S3 SLAB INFORMATION. Ir- 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ ;0 GRADE 71 (1) #5 F�iBAR w/ OPT. ICLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=11-011 BLOCK WALL BEYOND EXPANSION JOINT _71 13" 0 H D RECESS . . . ce) .. T7= % MIMI I 7- '/4 -f M SEE A/S3 OR J/S6---- -1 LrTr-I FLL-1-7 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-13" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x`12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 3 1/2" MI N. oo r � � - TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x 10 P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Old NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2 LL : I I 'I SIM=' r r!, T (2) #5 CONT. 4" 8 MIN. U. N.O. TYPICAL BEARING WALL (�D STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 3l l tn�i�l -4" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Ys" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wl (12) 10d NAILS 5/8"' x 10" "T' BOLT @ 24" O.C. w/ 2­x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"00"WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. 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.C. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Old NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH =Z 00 1(3 11/21"(min.,), - 4'�.' 5 CONT. 4" (2) # U.N.C. MIN. TYPICAL BEARING WALL" STEP �C_v SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CON TINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD mod 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED 1. 3. BAR e E PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR i­ GRADE 40 MIN, Fy 40ksi #3 & #4 LAP SPLICE FINISH GRADE tO 2 A [GRADE 60 MIN. Fy 60ksi 25" MIN. LAP PO" MIN. LAP) R 6 MIL VAPID BARRIE OF 17MM, AWN, XX pvmv R 17/8" __-- #5 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACT ED TO �EIL /, - III 111- 17 1 11 111 1 I I I 36" MIN. LAP [36- MIN. LAP] 95% MODIFIED PROCTOR ASTM 11 -LJ-- D�TTIIL FT- 10.1 xx, 1- __--#6 REINFORCING BAR #5 STD. 90 HOOK D1557) M. III I I 4" 1-4" #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T, 2x 0101-011 _�_j < CONCRETE NAILS W 1 . 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) Cl) 6 MIL VAPOR BARRIER 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALAIl - INTERIOR CONCRETE 2X STUDS @ 24" O.C. U.N.O. GARAGE N.O. 1/2" GYPSUM WALLBOARD U W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART 2.. ON FLOOR PLAN CONT. BEAD SEALANT _71 - I E !�� 6 x 6 W1.4 x W1.4 Q WWF OR FIBERMESH A -J I 1 14"14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 SCALE: 3/4"=V-0" SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM W END OF 2" x PLATE a _j 0- J> LU REBAR DETAILS rF SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR I x & LAYOUT DESIGN TOP OF BEAM "kJ SEE ROOF PL� %N (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO -2x4 P.T. PLATE 7116 O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING a) 0 SCHEDULE SEE PLAN FOR STRUCTURAL LU COLUMN SIZE AND BASE 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 m O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN AT TACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2)#5VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) PAVERS or SLAB PER /-BRICK COMMUNITY SPECS - --- --- --- A ;0 (2) N -1 ON S 1"T' CCOA 8" 1-4- (TYP.) - cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH III IM 7 F 9 I TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG I. SCALE: 3/4"=V-0 1 112" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 for WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (d) S.G.D. SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS . S E- TO FOUNDATION PAD - c MAT REINFORCING. Z! CONT. FOOTING STEEL 4 K gRADQ LL1 4., A 40 W 71= K = I� W z jail - 0 CL W Lu A-11 0 W W m 111111111 0. 1 IT -Ir! �')j 00 0 4 ml I Im ILL. V) 1,�=- -FOOTING U151 r;:-,i I I - BEYOND .1 - - - I U PAD REINFORCEMENT-7 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. �3 E 01 N 0 C"I 1 00 LO 00 LO _J kf) < W q,, 0 LU z < Ln 0 LO- E > 0 0 'a 0 U m 6 co CID 4__ (A Ntm D C) � U -0 -a ! 9 %) C: E -= 2 ") :D 0 U 75 M: 8 8 a) .9) 0 U -10 0 _: T' LU a'V M Oi (1) U � oo E �2 CID CL 'a LLI LLI Uj 'i c6 W 0 W I.- W �- < x W 0 ff�-eozx z L) �:) U-00OLL-jo 5< _j Z In 0, 0z -0 lox 0z 20 Z) 0 0 0=) coo (n LU a. W V5 LU � 55 x D W X 0 _j -.10CL Z�e ZzLLo 9 W U) 0 LL Z < < W C/) W z a. 2 < 0 W < X D 0 LL < 0 U_ 2 C4 z W 0 Ill- 0) > U) C) (0 C:) cr) 0 M I'*- LO CL U_ It LO W <11f 11-- of a- vi 00 z 0 z W C:) 0 CD - 0i Virtual Revi w Usist Inc Plans Review com Illeh d nd ir Compliance with t ie 21IT 1 Bm E iti I by Debra Ann! KI, lhr P X23C 0 0 N C-4 N CN CD a Q r1_ 0 0 0 C,4 0 CN 0 00 a - V.. CD z 0 U-) 0) x Uj I I I Lo qzt > - 1qr I Cr CO U) C) -1-0 -4--a W <Z LU 9 co z z 000 0 W - L) L) u) LO -0 0 z 5; or- z 0. of aw� (D W W co it W �- F- 0:)o z0z: Uj 2 0 zwo Cq < 0 �Wx U. Z z z a. < _j 0 a- x z < z z W W > (0 LAST PLOT DATE N Z 0 STRUCTURAL -J DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER /,--(2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE @ MID 1-----2x DEAD WOOD POINT w/ (3) 12d TONEAILS SPACED 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 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. 12 SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED---\ 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 AMAX W/ 8" EMBEDMENT Co 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT , '." 7 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK 3: 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. FOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/(3) 10d NAILS BLOCKING (TYP.) TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W1 DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B'� S4 KNOCK -OUT)--\ BLOCK W/ (1 V5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 0 SON MEN 11111110 MEN HEN Milli HE NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL — MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE � Q, Lu > e , NEEMEMEN 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) 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.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR ..... .... ........ TRAVEL DIRECTION OF "..: ........ ........ .............. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. IBOTTOM OF MOUNTING B -'POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8,, 8" 7 5/8" 8" 7 5/8,1 8" INTERIOR WALL CL WALL EXTERIOR 1 ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. �4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 LO AD. WALL 4' A 4 DOOR STOP 4 MOLDING 2 x 6 P.T. ---GARAGE DOOR L___7 7 J-BOLT TRACK BRACKET DOOR TRACK----/ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE ETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. �, �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11'. 4' (1) (2) (1) (2) (1)LSTA30 4'.9' (2) I 3) (2) (2) (1)LSTA30 9'-16' (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 E LAN 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"xl 0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W1 (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 1 Od 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) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NO TED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE P-) SEE ELEV. 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 r> 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. 'HIP (2) 2X4 PT STUDS UNDER CARRIER/GIRDER TRUSS " SIMPSON HETA20 wl (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOFTRUSS 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 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 �A .0 SPI 'y"4 SPLICE STAGGERED 10d @ 6" O/C ATTACH ALL EXTERIOR STUDS W/Y�16d`FOENAILS TO P PLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL ILI TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON SP2 SIMPSON SP4 SP4 SP2 \x 1 1111 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION ,-2X P.T. 1Z, PLATE a C M BI SI SIMPSON SP4 �01 TRANSOM FRAMING BB/Sl FOR ADDITIONAL SEE SECTION AA/Sl AND DETAILS LINTEL \-NAILED INTO TRANSOM ONING TRANSOM FRAMING FRAMING SEE SECTION AA/Sl Sj\ AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON spi SIMPSON SIMPSC RECESS LINTEL SP4 SP4 SIMPSON SIMPSON SP4 SP2 I KI -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON ON SP4 //-SImPS SP4 rRUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS (:'LEACH END w 2 U) 2xTOPPLATE-/'- 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL � �j SCALE: N.T.S. � �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) 3 )S (9335# SPF) IN. 8" & NUT IOXIED A.T.R. I & NUT OXIED A.T.R. & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 4 2X8 P.T. BOTTOM P�ATE I I \ I \-5/8"00" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 " 4 1 2X8 P.T. BOTTOM PLATE I 1 __7 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSSABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING Plans I for compli '2X8 WALL ABOVE by ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10*'J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA 7 NA NA TRANSOM FRAMING 0 0 j�M' BEYOND. - I -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD L 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 wl (10) 10d NAILS WALL BELOW 0-� 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. S4 cf) 04 �a 'L�5 u') 0 -x 0 < p W k. ZA %J�' kN' , , 0 z < V) a) u-) - E 0 0 'o 0% cm- mr 4- C3 2 U -0-0- -c" 4) E -c 0 u 8 o 0 -0 6 u u uj u c 6m 00 0 a C-0 CL LLJ Lu 0 ui W o W LU _j W W zo'x Lu 'o z uj x Z) o 0 _j o co 0 �: it co u- Q LL <ox-j ix OZ200�_ 'ocn'ox9ozuzo'Rooc'ocz < 0 0 U) LU LU W�uv5lxm 0 _j _j 0 z ozzu-0w Ia. 00 o z U) LL. W m-wz W W 8 w 5 < U- 0 u 0 0 N z LLJ CD C) F-7 cy) p co ["- z < co I Lo co — Li- m cn z < uj < Lo cyi co < z (-) I-,- z 3r, W Lj _j 0 0 V 2 i ' rt.ual Review Ass, st, I c! 1111ew COMPleted and nce * lebra*'th the 2020 Anne Klahr F8C Ppr oved 7th DX23oq 1"J"11 u") 0 co C_N f'- o CD N 'cN CD N co CD 0 0 U") (n W W c' .0 a 441t > co U) Z < Z Lu C) 4_4 -#-a W Z U) 0 zz 0 0) c) .. 00 c5c_)V5 .0 Lo -0 0 :pz5; 0 LU = 0 1.- L_j < z Wr-< a.7=0- 910 1.- XW W (29 I.- m it uj m r14 0:)o zom Z> 10- co 23:m 0 zo�o >. CN Q� Lu U- Z z cn z < 1�e 0� -- z < m 2 0 0 F- z z Lu W Lo > 0 LAST PLOT DATE z 0 . j 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, 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS7 IF >9" SEE 1 O/S6 2x4 CROSS BRACE---"*- APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45* "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD lOdX3" @ 3" O/C THROUGH CHORD T INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLO WEEPSCREED FASTEN WITH 10dx3" @ 4" O/C SPACED 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 METAl 2 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4". SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2) 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a NON - LOAD BEARIiTG LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-01" ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS B070M CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 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. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45*± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR �A SHEATHING DETAIL 4 KI KER 2x4 KICKER 2x8 SYP#2 1" BRACE TO 8._o OIC . @ 8--o" O/C. EXTEND AT LEAST 90% OF x4CROSSBRACE WEB LENGTH & NOTCH AT kPPROX. 8" FROM BOTTOM CHORD (SEE TABLE) tIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d ACH JOINT w/ (3) 1 Od & 2)1 Od TOE NAILS @ EA. "---FROM LEDGER TO \AV- :ND I - BLOCKING - GYPSUM WALL BOARD GABLETRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED -ORD ATTACHED W1 (2) 16d TOENAILS I w/ 10d NAILS @ 6" O.C. "x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD �LOPE 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 wl (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) LYWOOD OR 7/16" -1/2" CDX P OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS _X I O.0 2x4 PANEL BLOCKING @ 48' FOR 2x BLOCKING "'x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & B070M BLOCKING, FASTEN WITH dMPSON META12 w/ (7) 10dxl 1/2" NAILS AT &.0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C ).C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER LTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH 'ABLE WEB SECTION r2 SCALE: N.T.S. 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) SEE STRUCTURAL — NOTES AND NAILING ;o ;o SCHEDULEFOR SHEATHING DETAIL BACKNAIL wl-J (2) 16d NAILS [_jt2' a 00 2"x4" CROSS BRACE APPROX. 8" FROM 112" ]12" RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W1 (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" OIC FOR THE (2) 16d NAILS (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 0 t TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -UP COLUMNS 8 TYPICAL NAILING SCHEDULES FOR BUILT TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. '\ �5 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 L2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION L2)I SCALE: N.T.S. 111.2� 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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i 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 W1 (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 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO ---- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. � �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S6 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4) E - A C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACKTRUSS BLOCKING & (4) 1/4"x2 3/4" EE PLAN FOR __�_A�CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2) 12d TOENAILS 9 1� SECTION SCALE: N.T.S. \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING wl (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C s \-MOISTURE BARRIER \-BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION, �_S5 "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) 1" BRACE 24" 0'0" - T.0" T-O" - 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, SOISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) �-STUDS @ 16"O.C, GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 l'-O" MAX. CORNERJACK Lu z x 0 0 HIP FRAMING REFERENCE PLAN z 2x4 BLOCKING-,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. T) GABLE TRUSS WEB A I L DOUBLE 1" BRACING DET SCALE: N.T.S. S5 W 2x4 "T" BLOCKING 48" O.C. 1" BRACE ATTACHED /--16d NAIL W/ 1 Od NAILS @ 41, 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. S5 , ll� DIAPHRAGM BLOCKING @ 48.� o/C ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEEDET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. a Fill Fill Fill Fill llllmm mm mm NOTE: /TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE B070M CORD) P(ans Vrt far Revi Complianc by Bel COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cf) 04 0 00 Lo 8 j uj X 0 z (A a) LO E > 0 o r cl U — D o cy) - 4i rn co . 2 :) a so u 'c' Ln U c' E -= z m 0 R § m: 8 R < c U < 7n u Lu c c�' 00 E CD o o '00 LLI uj 0 Lu ol'! ui 0 cd ui U8, §- U�' m � � I '�-c oz cc z 0 0, 0 W '< < 0 X 5 - -i co 0 3: w , u- u <ox-j c� OZ200 ­-_-jr- ' j 0 F ogzozoxoom Z�6 F- 0 0 a U) X co Uj CL Lu V5 Lu - X -i O�8z w w x � g Fz- z u. 0� a' wo U) 0 z ILL w ;<! U)-Wz ui g uj a 0 I`_ y � 0 D < U- 0 0 0 N z LLI > lo — CD c:) m 0 ce) [*-- U) _j Lo U- '�T cn z <If Lo m cyi co < z 0 z 3: w ui 0 0 mi CD JUL al Review Assist, iv FomPleted and w1th the 2020 F-8 -a Anne Klahr ppr 7th E itkA Ln P itz UIJ C) CD N cq CN CN C) 0 NU-) uj C, u") > CN 00 U) >_ Z F- < Z w C) 4-1 -1-a W 9 in zz 000 (m 0 Lu — 00(o -0 :) z 5; 0 oui— No W LU r M g- uj 1171�4 0 — 0=)O r%4 w zc)m >. CL >_ z: co <�-=) C.0 0 zwo Ix Lu ILL Z ry z z z 0 < 7: 2 F- < _j 0 0 co w z < z z UJI Uj Lo > LAST PLOT DATE z 0 STRUCTURAL .j DETAILS 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 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 11 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" URRICANE 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/ 86 @ 4" O.C., 2 ROWS 1x2 NAILER _j PLYWOOD 3HEATHING j 2X BLOCKING @ EA. WALL _ =) cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS 0 W m W/ (4) 16d TOENAILS TO TOP PLATE 0 cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C, _j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d I = 3 Wr' LL LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD 07 -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 15 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTs,roPPING SHALL DIVIDE THE CONCEAI ED S6 S6,) SPACE INTO APPROX. EQUAL AREAS. r=tw FLOOR SYSTEM ETAL SEAT — - 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 6x6 W1.4xW1.4 WWF OR FIBEI 1�/ r ORFELT APER FOR MOISTURE BARRIER 1x WD FURRING @ 24"O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY '01 - . I. - ' : . 7 d A4 115 1 1 4 if I=t 4 A 31� A STD, 90 �IOOK (SEE DETAIL) 8"ff'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS kSEE FOUNDATION PLAN & NOTES) cl) C4 W 4"x4" INSPECTION PORT AT , V x 0. EACH FILL CELL TYPICAL LU (n AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE NISH GRADE 00 ",-STD. 90*H "CH (SEE DETAIL) OOK (3) # 5 REBAR ON 3 AIR" W/3" MIN. CLEARANCE 4" 11-811 TYP 2-STORY WALL SECTION r-T SCALE: 3/4"=V-0" S6 C? SIMPSON LSTA24 STRAP w/(8)10dx 11/2" 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) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x 1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d 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 IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. 1\ �6 ND FLOOR FRAMING - SEE ECTION J/S6 TTACHED WALL SHEATHING 0 BOTTOM PLATE/CHORD W/ 8d 4" O/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 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK L SEE DETAIL 2/D2 FOR t MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1` 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W1 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SI M PSON H ETA20 w/ (8) 1 Odx 1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ,/- SPECS ON FLOOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID //---1/2" GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W1 8" PTS FOR WALL HGT. > 8'.6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 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 I 11.9. Lr-,-rp- LIJ7M-1LtM-LLrm- #5 CONT. ON 3" F. CHAIR W/ 3" MIN. 8" T 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1-4- ADDITIONAL SLAB INFORMATION. �\_S16 LU U=' 610, B 15/32" OSS EXPOSURE1 SHEATHING _x PROVIDE BLOCKING AS REQUIRED PER f L 0 SECTION X-X IF I L�u NOT FULL HEIGHT SHEET- G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I :-: — 15/32" OSB -fla- EXPOSURE1 SHEATHING LU LU m: SOLID 2x U) BLOCKING @ ALL SHEATHING EDGES (SEE OPENING SECTION X-X) L�u U m —X / I a Uj I LU _2x STUDS Uj = BEYOND, SEE PLAN 0 L-OL 11 U) I "I-2x4 P.T. BASE `�HORIZONTAL PLATE BEYOND 2x RIBBON OR-r VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI 1 rl f-%1A'r1^k1 MiAr�MARA 'S" = NAIL 3/8" a.. SPACING 3/4" S 1 /2'. 46 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDG SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" 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 2x CRIPPLES @ - 16" O.C. W1 (2) 12d TOENAILS TIB 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 BLOCKINGATALL EDGES. A MINIMUM Y,' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". NAIL AT BASE 2 ROWS @ 4" D.C. W/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" D.C. w/ 8d COMMON NAIL z U_ NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. wl 8d COMMON NAIL. c 0 n @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. m W STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. w/ 8d COMMON NAIL 0 Wm W Z) �_ 0 j LL CF: PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _5 >- � �: w/ 8d COMMON NAILS @ 4 " D.C. (2) ROWS @ TOP & BOTT. 0 �M t; 2 U_ -,M-JZ) LL @ (2) 8d NAILS @ 3- OC� TO EACH TRUSS END OR @ VERTICAL K U) U1 c,4 LU 0 0 cr MEMBER IF GABLE END U_ NOTE WALL SHEATHING INSTALL. & 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 4N 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS * EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e 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 FLOOR TRUSS BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR 1/.-- FRAME WALL HEADER DETAIL M (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 -A 4 A A '4 I 1��l I 1��11 15 -11 4 A 4 ce 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1*4 (1) (2) (1) (2) (1)LSTA30 4-4 (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 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF, 00 GRADE co C) (3)#5REBARON3"CHAIR-1 4" 1 V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING /1001�\/ @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. Plai for cor 04 0 00 LO N4 T 17 W X 0 4:�! LLJ z < 0 4) 0) LO E > 09 0 0 cl cv) (y) CQ 4— U g) E =) 0 o LL ­0 L0 Q) U LU 0 _ C14 Oc) E c�' 70 Lm 0 C) r, C3 co 'a) LU W LU 0 Ld C6 W 0 1- LU " IJJ _j W 1- 0 LU �- :< x 2;� W Nzx 02 < < z (D C) c� _j 03-mu)LL000 < U) :)0xMx,,_0zm00�-<,�<:: LL -J 0 6 0 0 x W 2zoXoRcoiz U) Uj CL co W W LU x 1 (9 a. zyc�-z 0 (L w 0 z << ED W z < �- W 9 gwa L5 a. < LL 0 0 Of 0 0 � � � < 0 < U_ 0 0 N z W 0 D 5 > U) q (D C) Ei ce) co < U) 1141) �:(L cn _j LL It - P-_ z13- LU < U� co 00 < z 0 z 3�. W Ljj 0 0 mi (0 It \/R JUL 2 120?3 Virtual Review � ssis, Im. I - _'X s Review complel ?d ai d al proved pliance with the � 020 :qC ?t� Ed' by Debra Anne K ahr 11123 m "m U 0 N N N N Q r- Q CD z C, Z! 00 c� - 0 0 '0 UJ LO qzt > I I I I I I I CO U) >_ Z < Z LU 01-0 Ljj Z CO - z z 000 0 UJ () 0 Fn LO -0 0 =)Z5 OLLIC or< z x W>m � < X Uj X LIJ 1171114 2 0=)O r".4, zom Uj > =:U) � �-- =) 0 ztro < 0 ILLI Z LL z z z 0 00 z S6 < z z W W _j Lo > 0 LAST PLOT DATE z 0 J STRUCTURAL DETAILS - MONO DOORJAMB (REFER-\ F_1x4 1/2" DRYWALL F DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 MFURRING 1 x4 P.T. 3/16"0 X 3" LONG F URRING 3-1/4" LONG X3/16110 TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x4 P.T. & 1 x8 P.T. 3/16" x 3 -1/2" TADrr)r,l nn 1r11 1x4 P.T. DOOR JAMB (REFER-\ TO PRODUCT APPROVAL FOR CONN. O.C. & 4" FROM DOOR JAMB (REFER EACH END W1 MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CON*N. (2) ROWS 3/16" x 3-1/2" WPTZ4 TAPCON @ 16" O.C. & 4" FROM EACH END w/ )"st 0 T 2x8 P.T. 9 , 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/47'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 A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR I SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A Q BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6d BRACE/BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 SCALE: N.T.S. �s INSTALL WDW. SCREW ANCHOR­� INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir Z-13" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK SECTION A -A 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 1/2" DRYWALL F TO PRODUCT APPROVAL FOR CONN. *4"! 1 X 4 (2) ROWS 3/16" x 3-1/2"' FURRING TAPCON @ 16" O.C. & 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL S I AGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1 X�41 /2" D I 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/�l 6" x 3-1/2" TAPCON @ 16" 1x4 I O.C. & 4" FROM EACH FURRIN IST. END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED@ 12"O.C. 1-11A11 ng:TA I I ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL 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. RAD, 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (11 1/4" MIN B-B /4" MAX EMBEDMENT INTO 2'-0" 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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN"'. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) ------- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSID 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 7""_'--2 INSTALL WDW, SCREW_,__�F— ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SCALE: N.T.S. SS PROVID 2x PROVIDE (2) MIN. CONT. I / (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK > JLU 7L]Ir4l ru,7 ±5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 S I RAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (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 4Y," 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 LL (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 7V ___T_V 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. 4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL 55,5:5�1P/E R A N C H 0 R) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN 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 .14: REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT A. 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 AND 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 MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 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 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W * W , M , AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" F.F. I L A GR DE C14 M (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 kR YP.) THE :S I IKIAnt%r_0TADI C IKICTAI I TInKI FILLED CELL INSTALLATION rH SCALE: N.T.S. c-,E-= ARCH FLAN AND PRE ENG TRLSS; IDE, SEE NOTE I BELCV,' 2x SUE L I BRG WALL TYPE ALUM, PERPLAN 1-314" F 55 NAIL DIA (a �-A,-jFf�FD PER g N(,1TF,`P,FI0V1 CONT VENTED CR E CrDNT 2vA NAILED TI: L 2x BLOCKING NA I LE 0 TOf �'L A_',KIW_i wi 2-12d NAIL4, CHORD EVERY Q�HI:k HUS'­ vd 3-12d NAILS, -YP 1. G.C..'DJ1LZ)--F?. TO VERIFYIPROVIDE&OFFIT MATERIAL SPAN CAPACIT _­1 E ON I H= DI-1,03N PRFSSURES FOR ODMPONEN I,, AND CXV_1',I� LISTED IN THIF DESIGN CRITERJA ON SHEET SIN. 2 FOR SOFFITAi TACHMENTATWAI I �-FR ALPHA Al 11P.1 ft; FL#IK-i4-' PRODUCT "PPROVAL) F CHANNEL FASTENED TD: CLIL! V,,, T NAIL.097" DIA il,'?.1"O.C. W1 SOO" I`XN. EMBEDMENT VV(DI".0 lh�(13) 16 GA. 3,A`x1,4'1_'R0WN STAPLES 24"MAX. 0 C,. IN PATTERN IA W 16 GA 1-4 y C;ROWN STAPI EACH GRO( STRUCTURAL SOFFIT SF01 E;CALE� 34'- I'-D* FC)R A_UMIINUM SOFFITS WIT— T-j?3 2021 VA' INFiTAJ I MID SPAN Bt0r:P 7�:_P THF �­_)FFIT F; PA INSTALLATIC*,,�, I I 'REFER TO THE PRODUCT APPROVAL FOA INSTALLATION DETAJILS.- 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-13" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + + 7/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL CENTER SOFFIT 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 SCALE: 3/4" = V-0" SIMPSON HTT4 wl (18) 1 Od 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 WE MSTAM STRAP RrA I P-1/4 OCC OUCCT M AKIn z 0 U) LL 0 LU 0 U) 2"x BOT, PLATE M (2) 1 Od @ 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 1 Od TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB E - NOTE: t[BOT@ LAP SHEATHING TO C TOM OF BAND JO JOIST TYPICAL Sil —SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 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 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 4: OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 11-011 51-01' A Ii. 1 1.01, A 6 .1 a, 0 A:�INISH FLO( 11-F #5 BAR CENTERED W1 IN TOP KNOCKOUT/ CHAIR BLOCK % MONO FOOTING SIZE AND REINF. PER PL . AN AND SECTION DETAILS CLEAN FILL DIRT NDARD 9 �STA 90r HOOK #5 BAR IN FILLED CELL," STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC, ONTACT 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 ± 211) #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 r"Iw-f��Fvw� SAW CUT EXISTING FOOTING rA _'� SECTION 11_�ji SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. CV) Lo LO < LU 0 z 0 Q) LO E > 0 U en CO V), C6 Z) M M En U -0 -of i ,,, E C 0 U Ln U w C,1 00 E co CL LU LIJ C6 W 0 W LU _j LLJ 2 �_ 0 W8< �20 z (D W <,gyz, X=)�_j 03-MOLL000-0 < CY X Cl) W 0 z 2 0 �L_L 0 0 Z, 0 0 M, z LL) Ly V5 q IL =0) > Z LU CL U) 0 z LL -, J< CLU 92:Lzcuj( � . Lj Z ) 0 � < —20 0 W W 0 LL < 0 F- LL C:) C:) z CN Uj 0 I-_ (—/) 5 > U) CD 0 CV) C:) cf) r,-- LO _j IT LL U) I r-� z < LLI LO 00-0 cyi a- mv— 00 < >- < z z W LU JUL. 21 H24', Virtual Revi Assist Inc Plans Review -am I te J qp rovf d for compliance w th t T e..21.2 in F.-d 7 h Ec itioll Loby Debra A111 Rid r r MCI 0 0 04 0 N 0 C14 — 04 CD 1-- 0 (14 00 0 z 0 N LO V5 " � UU C4, U'-) 'II- > -0: co� (C�i, Cr CO Z I-- < Z LU 4_0 0 LLI 9 U) z z 000 cy) 0 LU 0 IL) V5 -0 Z)Z5 LO -0 0 0111- Ora z X-< (L X Lli LU , co �-_ LU 11744 0 r*4 01f 0--,0 Z6= W >_ a- >_ = cp <�—=) CD 0zWO C-q < 0:51.1im Z LL Z Ln � < 0 0 z z z LU W Lo > C-) LAST PLOT DATE 4-a z 0 STRUCTURAL -J DETAILS - RETRO FIT SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. D� „LL MAM 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 'I EW "A" SCALE: 1" = V-0" I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" •2x4 GLUED AND NAILED n SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'4" NAILED MATCH NOSING ON OTHER TREADS 6's 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED 2x4 SYP BLOCKING BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP NAILED TO STRINGER FRAMING (SIMPSON14)1Od M/2" N I (14) 10d x 1 1/2" NAILS) A----2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED —� NAILED —� 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 x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE:" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT L, GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H C3'! ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: }" = 1'-0" 7C E F 2x4 ST( 2x4 SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" 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 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ T" X 2 T" TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER--/� /�SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTj OF STAIR TO CONC. W/ 4' X 2" TAPCONS @MAX. 32" —1x4 GLUED AND NAI!-ED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOF, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" 1 /'--\I r% %.#U1V0 I r%UIo# I IUIN Ur. I /I—U L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) 2) SIMPSON M (14) 10d x 1 LJ POST LET INTO OCK DE ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-0" for tr1 N C � Lo Lo Z LU Z Q wW, N E n` L U W ' Q M co ? D C Cl) N Q M A� E L 0 } 0L8 ° s U * d 7, •N w iZN C V Co LU W Of U LLI w w� w w2�0 xm J o trQ�Yo��0 Q ���oZo�o0ZZ�za0 (� JaCOZYOZZLL0 0 U) 0 Z ~OW � �wO Z UP a OQ o 0 0QQ LL 0 z LL 0 z 0 M O Q M � U_ I-�a.Ll7 M �0-::>T_ Z U z LU LIJ J 0 mi CD It UL 2 "121123 Virtual Review Assist. Inc. I fans Review coml lete I �p rqv ompliance with the 2 �n 2 F 7 h IE itioll r FUN i Ann La 0 0 0 0 N N O B N o��oCD CD i z 0 NLr)w0000� U > N <M et I I 1 Cr COV/ Z Z O W QW ID w00 UWj Q 0 Z aXa T. lO I— W�a N V C oM:LU H� N � �Omaw . ~MWm (o 0ZO >. Q QLU XN L1 Q �zz 0U 0 a- z ST Z Z W W J Lo N 0 LAST PLOT DATE z 0 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 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 LONG 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. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 6. 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: 7'-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 4"764mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE8F8-06 8F12-0B 8F16-0B 8F20-OB 8F24-0B 8F28.OB 8F32-08 LENGTH 8U8 89.181 8F12-1B 8F16.1B 81`20.1B 81`24-1B 81`28.18 BF32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 111809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 703Q 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 1 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 1 2549 3009 1 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 1 3486 2818 1 3302 752 1245 1843 2564 3486 4705 (31 6390 47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 1 2536 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3527 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2'i 93 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 1 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N M. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 1 664 884 1092 1222 (#) 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 CCRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.013 8RF10-0B BRF14-OB BRF18OB 8RF22-0B 8RF26-OB BRF30.OB LENGTH 8RU6 8RF6-IB 8RF10.1B 8RF14-IB BRF18-IB 8RF22.1B 8RF26.1B BRF30-1B 1749 3355 3280 4349 5421 6493 7567 4'4" (52") PRECAST 1635 1891 3639 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 859 1653 1600 2124 2649 3174 3700 5'-10" (70") PRECAST 810 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 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Caw/►4 SAFE LOAD "'�._v PLF TYPE REINF. LENGTH 8U8 BF8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42) PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (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 15'-4" (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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^"-4^m SAFE LOAD "� PLF LENGTH TYPE 8RU6 8RF6 CMU* 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE 8F8.1T 8F12.1T BF16-1T BF20-1T 8F241T 8F28.1T 8F32-iT LENGTH 8F8.2T 81`12.2T 8F16.2T BF20-2T 81`24.2T 8F28-2T 81`32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 181115 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 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 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 122514 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 49.1.11.9 566 10 124 200 316 1 450 1 600 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a (#) 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 CCRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.013 8RF10-0B BRF14-OB BRF18OB 8RF22-0B 8RF26-OB BRF30.OB LENGTH 8RU6 8RF6-IB 8RF10.1B 8RF14-IB BRF18-IB 8RF22.1B 8RF26.1B BRF30-1B 1749 3355 3280 4349 5421 6493 7567 4'4" (52") PRECAST 1635 1891 3639 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 859 1653 1600 2124 2649 3174 3700 5'-10" (70") PRECAST 810 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 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Caw/►4 SAFE LOAD "'�._v PLF TYPE REINF. LENGTH 8U8 BF8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42) PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (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 15'-4" (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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^"-4^m SAFE LOAD "� PLF LENGTH TYPE 8RU6 8RF6 CMU* 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE 8F8.1T 8F12.1T BF16-1T BF20-1T 8F241T 8F28.1T 8F32-iT LENGTH 8F8.2T 81`12.2T 8F16.2T BF20-2T 81`24.2T 8F28-2T 81`32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 181115 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 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 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 122514 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 49.1.11.9 566 10 124 200 316 1 450 1 600 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Caw/►4 SAFE LOAD "'�._v PLF TYPE REINF. LENGTH 8U8 BF8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42) PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (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 15'-4" (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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^"-4^m SAFE LOAD "� PLF LENGTH TYPE 8RU6 8RF6 CMU* 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE 8F8.1T 8F12.1T BF16-1T BF20-1T 8F241T 8F28.1T 8F32-iT LENGTH 8F8.2T 81`12.2T 8F16.2T BF20-2T 81`24.2T 8F28-2T 81`32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 181115 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 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 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 122514 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 49.1.11.9 566 10 124 200 316 1 450 1 600 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^"-4^m SAFE LOAD "� PLF LENGTH TYPE 8RU6 8RF6 CMU* 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE 8F8.1T 8F12.1T BF16-1T BF20-1T 8F241T 8F28.1T 8F32-iT LENGTH 8F8.2T 81`12.2T 8F16.2T BF20-2T 81`24.2T 8F28-2T 81`32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 181115 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 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 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 122514 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 49.1.11.9 566 10 124 200 316 1 450 1 600 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE 8F8.1T 8F12.1T BF16-1T BF20-1T 8F241T 8F28.1T 8F32-iT LENGTH 8F8.2T 81`12.2T 8F16.2T BF20-2T 81`24.2T 8F28-2T 81`32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 181115 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 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 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 122514 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 49.1.11.9 566 10 124 200 316 1 450 1 600 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a (#) 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 4^=-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T 8RF101T BRF14.1T 8RF181T 8RF221T 8RF261T 8RF301T LENGTH 8RF6.2T BRF10-2T BRF14-2T 8RF1B-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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 4594 5'-10" (70") PRECAST 655 1282 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 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 164015 1980 15 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e 4 Q >' D o ° '4 ° % Q ° > p >' p >" D D O Q O o o o& o 8F24-1B/07 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B (Dn 01 ° ' 4 0_ >D ° 4 > D 4 ° 4 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D L Q 1-1/2"CLEAR C.M.U. 0)to x�O mN Lu w 0 F- U :;: (D a #5 REBAR AT S = a ° BOTTOM MIN. (1) � < (L W REQ'D Q J J J - wu Q Lu w 16 GAUGE 60 w ZICS U) � ° POWERS STEEL r" 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q C.M.U. 60 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHSI TYPE DEGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 00 Ln 00 LO el 0 LLJ Lu ¢ zF- = O z= CO O O M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a M N O N CN`r s 0 Z Q N N V � '(_j � d M u p�8 v 7W L 00o it � •m V � 5-I� a a 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 (I)#5L (I)#5U [0)#51. (l)*5U (1) #5L (2) #5U DETAIL'A' DETAIL'B' DETAIL'C' (I)#5L (1)#5U DETAIL'D' DETAIL'B'&'C' 7-10" 1'.6- PRECAST (2) 04.5 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 41mW 2-&' PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 414$ 3' -2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4t4t 3-4- PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5- 10" 4-4- 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 7tw9l 6!4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8imo" 641 PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7�4' PRECAST (2) D4.5 WIRE (2) No, 4 548 1001 1001 979 988 9141 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 1 853 853 759 843 10'-6" 9'-2t' PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11 1 oi-ai PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 121=011 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12C611 111-21 PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 134" 12'-a' PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 1 17-6' PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 174" 16-17' PRESTRESSED (2) No. 3 (2) 7116 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. 5 20'-0" 18'-&' PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 V-4" X-C' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 I 1 (2) No. 5 1 N.R. 1 (2) 7/16 strand + 24'-0" 22'-8" I PRESTRESSED I (2) No. 3 1 1 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C"' DETAIL "D" TYPE DE51GNATION PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 SOLDLINTEL 8 -P x16 -IL/]U] NOMINALWIDTHJ LQUAIT11.'111AR T NOMINAL HEIGHT UPPER LINTEL CAVETY VETY 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 (I I #5U (0)#5L (1)*5U (1)#51. (l)#5U (1)#5L (1)#5U (l)#5L (2)#5U DETAIL'H' DETAIL1 DCTAIL'H'&'J' DETAILW 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 10000 10000 10000 10000 4t-gl 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4�=61 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4�4* 3141 PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5411 4--0-- PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5- 19' 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$�81$ 64" PRECAST (2) D4.5 WIRE (2) No.4 3071 3071 2916 3049 6_0" 6141 PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 6-41" 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 10-4- 9.4- PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 1 V-4" 101-01' PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 121-01# 10141 PRECAST (2) No.3 (21 No. 5 1439 1439 1075 1439 17-6- 1 V-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 141-91 12'-8" PRECAST (2) No. 3_ (2) No. 5 1149 1149 1 760 1149 (2) 7/16 strand + 14'-8" 13'4" PRESTRESSED (2) No. 3 1419 1419 850 1347 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 (2) 7/16 strand + 174" 16-9, PRESTRESSED (2) No. 3 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 (2) 7/16 strand + 20'-0" 181-9, PRESTRESSED (2) No. 3 961 961 446 872 (2) No. 5 (2) 7116 strand + 2 V-4" 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 (2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-U' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 k Mft.% L- - - - - - I,, DETAIL "K' TYPE DESIGNATION -1 r LO P - PLAIN LINTEL/ QUANTITY OF 05 BAR AT S-SOLID NTEL WEI LINTEL CAIIETY [8x16-P-1L/1U] N OMINALWIDTHJ L QUANTITY 01 .1 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) Tx`12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE/ BAR UNTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L ,*� il I U 111 L SOLID #5 (2) U (1) L DETAILDE' DETAIL'DF' DETAIL'0E'&'DP DETAIL'DG* 3'-8" 2-4- 2'.G' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 7-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-B" 3-1" 3'.U' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 1 3053 3053 51-81, 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 208$ 6'-8" 54" 5-10" 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 1 91-81, &4- 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 1 1000 1 1000 686 1 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" 1� ".4 TYPE DESIGNATION S - SOLID LINTEL -1 r LOWER LINTEL CAVVY P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT [8x16-P-1L/1IJ] NOMINAL WIDTH LQUA T11.1.6EARATI R LINTEL CA VITY HEIG I NOMINAL HT JPFEN 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)#SU (1)#5L (1)#5U (0)45L (1)*5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E'&'F' DETAIL'G' 2'- 10" 1'-6" PRECAST (2) D4.5 WIRE f2) No. 3 10000 10000 1 10000 10000 3'-6" 2--2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE f2) No. 3 6766 8225 9200 9445 4141 3'-2" PRECAST (2) D4.5 WIRE f2) No. 3 5104 5671 6345 6345 4-4- 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5'-4!' 4-0 PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5- 10" 4-4' PRECAST (2) 04.5 WIRE f2) No. 3 2787 3088 3369 3369 6-6- 5-2" PRECAST (2) D4. 5 WIRE (21 No. 4 2560 2560 2723 2723 741 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 81-0" 6'-8" PRECAST (2) D4.5_WIRE___ (2) No. 4 1792 1 1792 1862 1897 8'.4" 7'-0" PRECAST (2) D4.5 WIRE f2l No. 4 1679 1 679 1699 1776 91-1f, 8'-0" PRECAST (2) D4.5 WIRE f2l No. 4 1411 711 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 114" 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 f2) No. 5 992 992 751 1035 12'-6" 1 l'-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 1 14'-0" 12'-g" PRECAST (2) No. 3 (2) No. 5 804 8N 529 838 14'-B" 13'-4" PRESTRESSED 2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No, 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 174" 16'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 1 19'-4" 18'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand+ 607 607 317 601 (2) No. 5 21-4- 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20-4- PRESTRESSED (2) No. 3 (2) 7116 strand EF 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 22-8" PRESTRESSED (2) No. 3 1 (2) No. 5 1 399 399 217 412 DETAIL "E" Vi i DETAIL 'IF" m DETAIL "G" TYPE DESIGNATION PLA N LINTEL/ QUANT(TY OF #5 BAR AT S_SOLJD NTEL -i r LOWER LINTEL CA-Y [8xl 6-P-1 L/1 U] NOMINAL DTHJJ LQUANTITY OF 11 1111AT WI NOMINAL HEIGHT 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)#5U (1) #5L (2) #5U DETAIL'L' DETAIL'M' (I)#5L (I)*5U DETAIL'N' DETAIL'L'&'M' 2'- 10" 1'-ff 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 1 10000 10000 10000 4--Or- 2'-8" PRECAST (2) D4.5 WIRE (2) No� 3 10000 10000 10000 10000 4-4- 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 8605 10000 V_ 10.. 4'-6" 1 PRECAST (2) D4.5 WIRE (2) No.3 5095 8995 7007 9811 6-6- 6-2" 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-- 64" PRECAST (2) D4.5 WIRE (2) No.4 4456 4456 3785 4427 8'-0" 6C8" 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 10-4- 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2384 2384 1884 2371 1 V-4" 101-01, PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12--0" 101-81, PRECAST (2) No.3 (2) No. 5 1895 1895 1401 1895 124' 11 '-2" PRECAST (2) No.3 (2) No. 5 1775 1775 1279 1775 13'-4" 12';kOL'. PRECAST (2) No.3 (2) No. 5 1605 1605 1107 1605 14'-U' 17-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 Strand + 1774 1774 996 1494 (2) No. 4 174" 16-0" PRESTRESSED (2) No. 3 7 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 f2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 Sol 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand IF 24'-0" 22'-8' PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 4 < ! -.1 , f DETAIL "L" DETAIL "M" DETAIL 'IN" TYPE DESIGNATION P -?LAIN LINTE QUA NTrrY OF #6 BAR AT L S - 501 ID LINTEL -i r LOWER LINTEL CAVITY -P-1 L/1 U] [8xl 6 LINTEL CAVITY NOMINALWIDTIFIJ LQUIPAENTITY OF #5 BAR NOMINAL HEIGH Up R GRAVITY & UPLIFT SAFE LOADS (PLF) 8'X1 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE 00 R SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL B070M BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID 05 IT) U (0) L #5 (1) U fl) L SOLID #5 (2) U (1) L DETAIL'DH' 1 DETAIL'D1 DETAIL'DH'&'DJ' DETAILDIC S-8" iii 1 24' 7-0" 1 PRECAST 12) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 1 24" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10"" 74" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4' 3'-0'.1 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7B35 8173 3'-4" 31-01, PRECAST (2) D4.5 WIRE (2) No. 3 2990 1 7025 6382 6382 4"4' 4'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6 -ff 5 4" 51-91 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-B" 64' 647 PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1 1918 2121 91-81, 8-4- 8'-0" PRECAST (2) 04.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S -SOLID LINTEL LOWER UNTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIMH L111ANT1111111EAIA111 UPPER LINTEL CAVITY j NOMINAL HEIGHT GENERAL NOTES: 1.)ICODES .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). 1A 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 PS I GROUT TOP LEG BARS: (PLACED IN FI�LD (SEE SCH ED ULE) 2 2" - 4­� 7 (1) #5 CONTINUOUS RLQ'D. PER STRUCTURAL PLAN 7/3Z'STIRRUPS AT 4'-0" cc F�e (TIED OR WELDED) u) - Ln r, ul BOTTOM BARS SEE SCHEDULE Ttullu' ,�LD' 2 P E 7/32 (TIEL BOT S EE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL 2" 2" 6 Z co P­ 7 5/8" TOP L G BARS: SE (SEE CHEDULL) (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 (01#SL (1)#5U (1)#5L (l)*5U (0)#5L (1)#5U (1)#51. (2)*5U DETAIL'O' DETAIL'P' [1)*41. (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' 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-G' 2'-&' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4141 3'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4141 3'4' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 5'--4!'- --4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5- 1 Y' 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 64" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 8629 10000 6741 10000 7-610 6'-2" PRECAST (2) D4.5 WIRE f2) No.4 6266 6603 4891 6909 7tm8lt 6'4' PRECAST (2) D4.5 WIRE (2) No.4 5967 6199 4657 6477 81-171 6'-B" 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 3869 5178 9'4' 81-G, PRECAST (2) D4.5 WIRE (2) No. 4 3865 1 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE f2) No. 4 2984 3021 2320 3118 1 V-41" 101-01. PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 101-81, PRECAST (2) No. 3 (2) No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 f2) 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) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'4' 16-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 f2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 stra nd + 1254 1254 702 1271 (2) No. 5 2 V-4" 20'-a' PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 1 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand 4 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 P.i om i DETAIL"O" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT -1 FL.-IRLINTILCA111Y 5 - SOLID LINTEL [8x16-P-1L/1Uj UPPER LINTEL CAVITY NOMINALWIDTHJ L QUANTr1Y OF #5 BAR AT NOMINAL HEIGHT 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 B070M BAR GRAVITY SAFE LOAD UPLIFT SAFE OAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U (I) L SOLID #5 (2) U fl) L DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAILDN' 31-8" 2'-4" 2'-0" PRECAST cz� (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'_011 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1 10000 8442 )0000 4'-2" 2'- 10" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 5413 1 10000 7552 10000 44" Y-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4-8" S-4'' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 100co 51-15" 4'4' 4'-0" 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 T-8` 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 4' 8'-0" PRECAST f2) D4.5 WIRE (2) No, 4 2158 2158 936 2036 1 IrN f j!; DETAIL"DL" DETAIL"DM" DETAIL"DN" TYPE DESIGNATION W-1 r [8X16-P-1L/1U1 0AC"T L 0 OB UNIT'2216'- 1ST FLOOR PLAN 11 1-011 1/8 1 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" 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 (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (I) L DETAIL'DA' DErAll 'DB' DETAIL *DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 2'-4" 7-0" 1 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 1591 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'-8" 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-, 4'-4" 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'At' 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 DETAIL "DA" DETAIL "DB" DETAIL "D:�" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL 8070M BAR GRAVITY SAFE LOAD UPLIFT SAFE CAD 1 SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (11 U (1) L SOLID #5 (2) J (1) L DETAIL'DO' DETAILDP' � DETAIL'DO' &'DP' DFTAIL E)Q - 3'-8" 2-1" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'4' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4' 31_orl 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4-8" 3'-4" 31-01, PRECAST (2) D4.5 WIRE (2) No. 3 5044 1 10000 7066 10000 51-6, 44" 4'.0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-6' 64' 5-011 PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64" 6,011 PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 1 2069 4671 9�4' 1 8-4" 8'-Cr PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 -71 2844 A 1) D" DETAIL"DP" DETAIL"DQ" TYPE DESIGNATION [8x16-P-1L/1U1 L *WNW TYPE DESIGNATION I - 11A;I� I�NIE'11 (X�ANI [I Y OF #5 BAR AT 1-1111 N, "�11 LINTEL C AVITY [8x16-P-1L/1U] jFPHR I FITH CAVITY NOMiNA ,,,,IHJ,j L 1-111AWITY OF 15 BAR AT ­.INA1 HI.IGH SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8,,x8,, PLAIN 8,,x8,, SOLID 2'- 10" Precast 2082 9235 3'-6" Precast 1325 4624 4�-O" Precast 1041 3358 4'-6" Precast 58 635 4-8" Precast 810 2459 5'-4" Precast 663 1940 S._1011 Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 PrecaO 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 111 593 174" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 174' Prestressed N.R. 184 20'-0" Prestressed Nk 167 2 1'4' Prestressed N4RI 138 27-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. 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STRUCTURAL DETAILS _j A (LEFT) Mounting Owkets � 10 GaugC +1 �2'x 4-1,12'x 2-12" Ser Aii0cr 50iedullf scifts V)' F'.1.1 14 3? ITYP-) 111-� Sdf-Lociting Nuts JEA Back Cross Support (May be cis to Wi Right Bracket Of5 Gii,m) 'T #14Sell-Chilling Screws A/C Unit SiAtufn EdIt Front Cross Support (May be cut to W) Left Backet (16 Gauge) N 14 Sellf-0014ig Sm-v#� t hru:3 1; Rack Cross Support Ilito A/C Uni IkAtam Sicle (T)mic* 3 each side for huMcane uso) Sx�0� a-�L ..... � ---- - pt,-&o -% - IL- �-, I.,: iA,,,, Raised said Dirstering a"tisisle upon raciae t fft "a ARI)l Afternats, W20 a.%" V"I - ad Cats@": Strwural Ccrnwetn, Swellogarr. 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XX N WOOD effftwrvb�) Flotkia Dope rtment of Business & Professional Regulation F� 1 .1 1 Hu.ldivg CodaS and Starsdaids 140200 Product Approval Application Detail awn at MS 2111 201aftn" 2" law" homag atL&R= 411111111111111 JU" Jor's RWOWW Nedift-Dooe SCGQ I.ER IftrutD600 B= VAL 1111WA2U App� 04 1 4M OfIll (7as) 10-2500 am Q,d* A-arO,r Awmov@d fA Un Asanased ta, U- k2w DW- F4.A&Lg"g[JKW CLAvd. Mm R""P,4 ft 1M)0 Siang Glass 0- Y- j" WX March PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553142 and Florida Administrathe Code 9B-72, please pro\Ade the information and approval numbers on the building components listed belovi, '�f they will be utilized on the construction project lbr which you are applying 1br a ory Categ;., /Subcategory Ma nufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I A. SWINGING Thenwr a ru Fiber -Classic and Smooth -Star (NON-IM PACT) FL20461.1 +67.0/-67.0 psf 12 / 3 1 112C" Therrr aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2C"1.2(----. Them- aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/20261 B. SLIDING MI W nclows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 41141202.1r. Pella Corporation FL2646 C. SEC11ONAL Wayre-Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FL8248, 10 +30.0/-33.5 psf 12/31/2023 Wayre-Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/- 12/3 1 2 3 D. METAL LOUVERED DRS Curries DhAslon of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 15371 VA (see inst sht) 4 � 12/3 112012 5 2. WINDOWS A. SINGLE HUNG MI W nclows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1 Oic&/2023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 612 2J 2 C- 2- 3 B. HORIZONTAL SLIDER MI W nclows and Doors, Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5 / 2 512 03) 1 C. FIXE D MI W.ndows and Doors Series 185 FL153491 +60.0/-60.0 psf 4/3/2C 22 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 71151202-4 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION Ml W ndows and Doors Series 5764 FL15353.2 N/A 12/31/2024._ PGT Series 5500 FL2611 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/ 3 1 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12J31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C, OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29/20z- Plyglass USA, Inc. (for Tle Roof) POLYSTICK TU MAX FL5259 N/A 12/23/40-Z13 C. ROOFING FASTENERS NOTJSED DI ROOF VENTILATORS Thomoson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florici.-3 Metal Pmducts, Inc Vent,RVIO FL21580.3 N/A 12131/2024 Lomaico, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 F11-7849.27 - FL7849.28 N/A 12/31/4"04-51 Boral Tile Saxony 900 FL7849,16 - FL7849,20 NIA 12 / 3 1 /2" 0215 F. METAL ROOF Drexel Metals, Inc. DIVIC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 1213 112 -- 2 5 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FI-15076.2 N,,A 12 / 3 1142,:,22 3 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12113 1 21 -3) 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA 12/31/2024 MiTel�, Industries, Inc. Truss Plates FL2197,1 - F1 2197.5 N/A 12/31/2�7214 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10 / 3 1 / 2 (0 2 D . MATERIAL Cast-C-3rete Corp. High Strength Concrete Lintels, NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/2&2024 The products listed below did not demonstrate product approlital at plan re\Aew. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite: 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE F '�)j i4 a N-pa,,menl cf P usiness & Professioia I "�eg Aal on Pug. 1 .13 L.3�)Wwc CodeF, und St�-lndurds Piriduct Approval Application Detail `7� r,,. kl,�W �Cj L-tll-!I�� r11V �,t, 0C .9 "We VA -1w T Mt, I aw 1� S Ya. 41 k V� 51 Y- Y- Y- NrA -0,4% I-Q CX. or Z.Ixr 0.q 't Cpw,1vI tt, YX OXAO V. Y- rj_ L�', Y- Y- I,,, IYA X'4, L�Oze I 1,b.� Aas,, I Snar Y- �4A N. 4A Ux;, F 1,JW1-1t. 11". -M a.k�,-0 eU:1198 N,A, A N A Coy' -c S-Ih.sw N-1.31 -,!�n �1 C. vd�l A" NIA F,t- I.- -3-Al, i 2J31 r1k, �+A A r i I I WN,lb 1 AP 124 �Lw.L, 1 1, t-. rt 4 gwirvv.�5 A Prolm.,coxii RequWl,cn 0�jklng Codes ar)d Otondords Pfocluct Approval Arr4ication Detail L"I A!, V I Floricla Deioaimo�,A of Bri,,, & k, 1I PrWuct ApproWli APiA1L3L1011 Uet,111 LK I IJ A', ::1-J :J1 i -li� -1 'A."! Awnwill tgr W 2 RpRact Dtqla, P.g. t V I V1117021 Jdl Ji" t1a, P-n- VA9 =L 141"'W0 -ww R" 1K ALym" ADVMIH Ima r A.)" ­J Qualift, A�cftea hace"ad rar U., Ana-W f. Usa bmia L2116L C v""X I fingAog N, P, Owl W**-T�K Ittew-40 F(stm t �h 1 2�31 M21 N. yo NIA, YL" lo Y�. Y �I, 40'1-3� 10 t" Tr *I : �.Ivtf ..I- V Product ApprovA iwppl;�al-n belnii Virtual Review Assist. Inc. Pi.atlT hview completed usid approved for complioce with the 2M FOC 7th Edition vlk,� ;� �! 'Am" ' 's' XWO,12300 1. U 0 7� I In I j-'U=L6 L-Q'l ym,da,d k* J.4 1! ul 2%L��M� -0 10 kf r 1)" 1,, -V1 U- hu-�, Nt �t 1, 4"2., C,V0,-(C)r.f"t r­ 1, 1 ��z Q-0,111 V, Rtll--r4 pr"su� -0 "0 7) L) 6 E�L 0 -C) F- 0 > 2 C) C/) CL < Z Z W MJ Z3 co > 0 > < 0 =3 -0 0 L, 0- co < LU < Q) 7-7 CL SHEET NO. PA 1.0 —�----="� - - - -s'.., � - _____ - ___ - -I---- _____ ____ a) 1 (3) 1 I I-= I I U) _(U a) M 0 Florlds Department of Business i& Professional ROgUISIl P8666.19 Flonde Department -if Ri,minsiss, A Pircifossiorrial R491,1121t)(Or 9i I 'A I Flooklim Dalivettlinort of Hliwo-iiii & larclawonli Regolut,on Illoo, I '! � F-lorkto flopirtiliorl rid Rurruivorl�, & P,olor;rli,onal Ringuliel Ky" i ,If � -0 > 0 Building Codes and Standards 1125i Sull V Cocos arid Standards 1V20V Building Codes and Standards lrlr��;ll 0.0ding Codrr5 aid Standards its"D21 = 6 = � 91 2 _0 Pgroduct Approval Application Dertall Product Approval Application Detail Product Approval Application Detalt : Product ApprovAl A :4,11cation Detail o- C- 0 �, _____ Q) 11 1­ ­ , ,.) " ­­' .: I i I 1. I, I li . 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Sel 0 E Rya-1 X-j P IF IVAI M.1 00I 1CW1WW21 112ASKel Apill TM Vff" OnLoyam c4d6u noitw&UCWM VW[d" ft vAdmed Sulondligind PW AMFOVW Partial IN= IBM good HMN&OM QM= Dubow F&CA-r..W hanighl �`Ayyl CT) 0 E I a 041togrey lixterior Dmo lem 60 ?an PE43400 (IIII 3� Is?'61m's Worrod" 2020 PGTiodeaviss, i- Reavedid ".1ii-Deele Deco - CER MWri-D.d.BCCO-VAL 11.0i 11*5020 11,11=20 AM044 RRIAW Vzo Mir vft.$Wo $oil Do" DreM aftlintler Alneigion ArVir Atill alewo ad Cal FIE 1001:1817070 JOAM20M lial 4 .1 _,�I­j Z A ­_ A:r�ll � �p u',ii'll- rll� rill C_4"cly: lillinAr"Cl al irltbsi.� Al-1-1. 111lfill r111W Ster-, M �,&. or 17l�li 2rill"'W M­i.�­A­artuo :117)3i7-8454 I I 1 71,20 212 i I ,721q,11 t lr�I`1�10_c �'q � ­1 C: =3 M -(V . - SdAo0aMigol Sainging Water Door Assembires *)P"WAI*tht"*ItUCO Cdogw� liablosel subcategory sh,gerik"a t8birl),006,0100 �746)315-2$K jm""Wapop4isofte callow. Written "CaLibloorli; Hartiontal,3110ber (Tin385.3wo I ... isionarial Association '717) 31 Uwe bWOlWIQMK,d.� sm"li,pi,irl I I,:"[ L,i9lnW,Ail,.,J­,, Q) -0 L) I Gompliam *Mhot. Eribeluestion RApwt Sol a m Corrpti�Ndhod: Condieflixi Ill a Lhol on Cwvibmo Maldives: CAttkiton kkrk or Lial I ��­v i- MW "t C.15i Wil ,,,- L".ii- -0 Flaride R"W&W Archaism ce a Licensed Florida = p - = -0 Prolsononsil Eirsoinewer WUm"fToelvells lljn.�111,14filriodurlo, � rI, -2 a) ! ,I-gy,ii 0 FLIS2044i,117diroducts CN.Mft Ass� A=Mfd for use Amro,,dfmth, bb..A UVAUL Q"tY,.knsmt AmDvtm�vm AvgE2m Is one Pr -'10 I l tIrl V.jWLKvdi0hPLum.o_h1gCr4 rmqil ;mawi CaikkaxialludigeLkil, AIAL.UA-14.1.1i h,C,,,l nkj,L ­11-Z Q_14'i rlylg ReAval pilueLitir (_ Ca- = -2 3� jillidaLftitill A��dkwUaa &9jujL)2g.ji;,Jln lmom 20= .410 EL90ALIMM,W" q0b= euddia 2tavirroku III 2"is, #good began imi amim LhImc out.wo NVNE 199§= �LIL..U_sl. I " 0 LI_ a-S Product Model. Number or Idamar Product Oveacrilation c�artract exporgoon 1)4"0 I" evil Outside "�W_ Rml6l&nt Presidium 2 $W6600 (Large &OPI mpalpi Wild Sal Al Ard- 071mr-025 Yes Yes Yes "A I HS 186 Flo andinsinge, Fir-ir 73.921-11d.dQ.- 02II&M41 N. Y. W, .11 7. � � � . I I q 5 rllill -.3, 72 ,t,,�.I,� I ll­ 04#)3,W,� .1 'r, 1�1 , A,',,� i'I ,_ " (Z -= a+- — M I a 7hemw Tire Fiber- C4n* and $nPorsti-Siss Nornive I $&M. 8 iligull Norr r""cmaL Opaque 12/l NO Y ee NO NIA i C-) M > Composed Edge F6crg" Single Dom � .= C) (herairo'Dutiankil X conF*umboro I : . ��)_ E 0 2 bi ThsmvdrTnu Flbor.Cinalc and gnvoth.&w Nominal ft"I dialect Non-;nvav"ct Opaque l2il composite Ecip F"qim Single Door No Yea No WA (1) `­ (1) L_ woo SWWQ i1raWnWOutisebrog; XO, DX at MO I (J,j a CL : 11) (V awlwmbon.) 6&**# Squci;Non.lqwd&wot yes WJA ,.R M a a- 3 a Thorms-Tru Flw.Cl"We arid Snwm*ti-ftr Nambol Opaque 12(311202; FlbWQ160 Cdentiodiflas Edge Oft" Open: No No -!E = all *ft of "bout Sldwi*o (IrafearrenOuteal"I XX or O= : �__ -0 . - W � 0-twmtolw) 4 d. Tham,&Tru fliber-Cinsr and Smooth -Star Nominal T&MOaqucKNon�mv"quat Opaque 112MV20= No '?as W, MIA ­­­ � -.1. � I,---- __ - ----- ___ __ __ ---------- -----------.---.-. ---.- ­_ Composite Extoo FftMWM Single Coor I N ;� A coeglumbm) '" Z � 5 a The�TmFibw�Clauk: and Smad�h-SW WrIna, .=."0SqLodNon-impftp1&quotOp9q� 121l NO Yea NO NA C�omposdo Edge Females Sol Dow wall I Sidooke(s) (InIeleing,routseriong. XO. OX or OXIO i ooMrsunxto"l o 0 f Triennial FIIW.C*Kit and grr9ioM�Rm Nominal e&M,,G &quotWorOmpmcMqk�* Opaque 121I No yes Pao MIA Florida DeparInderill af Suishross, & Professional Regulation Pavel vrs �-Iorlda Department of Business & Protessional Foguloton rlp, ­ ! FIII `ie,T�i7lrrwn ��f 8,js rio�. & Flr.�rO5�-Irlral R01, xinr lr'�, 1 41 Corrilocel Edge FlbwglnB Sinii Door Butic ig Codes ard Stands ids IMM11 Building Codes and Standards '11�%l Bki'67l t"i'l- i"d S'arl, jolf,-, t,M�V'l (IrwylerridiOutoreving, X colauncon� 7 id, Thermal #;ibw-CW**K and Smooth.)lPar Norrinerl U039.0 Aquirdlil9r, Inip"quil Opaque 121311= Corliblowtv Edge Milloorids" Singe, Door Tell) No Y" No NIA Product Approval Application Detail Product Approval Applicallion Detail . � Product Approval Appolo, atilia, Detail Selarl,lill (I ritleingtOini X0, 03A or 0X0 I ____ I _.____._ _ __­ I ­­­ ----,------ _.________________ OAUAM � 11 l I I I �l 11 I; I ,, ­.: ll4�':, I I I .�, i , �� :! ,'I� , , voinlipsirisropre) 8 h T l,ownriol f:,Ow-cw�wk, and sinvoth slurt Nrr.�nol 11400,0 &qvotWln-Inr;,**A&qwA, Opaque 1211i No Y" No NPA I Ill'' : 1, I !� r:, ,I'll, 1$wo",i��,., � 1, I III i�Il 11!� l,�'� '. , , . r :, - ,:.1;l �- ��-�A � I ­; � � . ­­ .'r .. ­ �­� ,, �; . 11 1� i_� rl� _­ _: - � � - I . I I . r 1. � ­ . ... 1, I , 1: � .� � I � �!,�:� I I I :: . I : I a- �- . I I I .. i:... I I � I , ,I [ I I, 1� I I 1�1,��,,,l III , , - � � � ,, I :- . �lr� i� �;I�rl;�Illlli,,! : , I . I - I - ,I I ­ I 1, I I I I � l .ilz"l i cor"godeft Edge Fib"w" Doll Door Wit or LQdk I I . - bul 2" 2u 2ft2miew 20 ama _Il, - ­ - - I __ ­ .I � - - 2" ads 0.6. p,,,§- � ­ M* I I-- �A �W,lil 2" 1-is Ua.�_-ll Gallo 4 fathom SiftIfts (ImMtWDu*Mrg; XX or OXX0 mm V-1- daired"W', CA" 2w4zLAIMM YAUUtk jiligbriat hobtal 1i Auall-el Aggrieved at"& MCK xj" siongiberseas Conrad =&Lb-. V,SddW lk VA".d &bn,bed IISC A-r,,,d A,-,�d 9L,ur. az lile-.zer, subrovxror ��rl clial"If 4 L renal vaida4d al V9114mal ficulorronrl lli� Antrovel Amy-y" 2kaa olonsourallons) 9 L Thermal Fibw.CWnic and Smoo#o.� NomnW saill aquatN*r�impacaquot Glazed 1=112=1 NO Yea No Nl Aftrr,Mbb 2020 lur.Timmoreas Jobs RDS-01 Ml I0.,W&CCO Cup WIM 0344 8CCQ VAL llftrz)m l"A)5rA.7i) 11/linl2l) "� -M P-loble 7020 Mi "irdon" a" Val werst ounser Ll R lemw PE arrinin a aeoft, F% 10060020 11011160M 410AWSM 12mal X I-ir'llil-i I � `111:111 � . -1 Ir., I I .. ". I ""' -.11i I"W" 11-0 1, I - 'Alilli'll-I � 11-i- 1. , ,,,, ,r, I I I 5, �I,.,: I I 1, I I I- I 11, .,,I I ­, $ Compoduft Eglor Rbwuwu Sinvair Door cst000ry!Wn�,% liddl�4*4)10(, I 1ill, 11 !I � 14, Cataloger VAr"j- M, 1) 311i PE.M14 il 7) 31 r-rual , ; - J. 1, I ­' .1�­11 "ll, 11 "I .1", (IrrewoolionOviliefring, X confligani *LbCoftoeor. Forrind IrOGOI"XODOU�WWOB-C Mr,lilculsborry we-, trotirg"eirrivel.*em i F 11 I 11.,?�,,. .I." - us_­40�ut,14jwlr,� 110 j. Tirsima-Tru Floor Ciowc al Smololli Nirs"nal 6032,11 Aquot,Norl. impactfil Glared 1203ii No Yes No NJA C"M�***od: container" kil ar Lbobleg oll Complial M*M,Uct Loll0i., 90001 li.r, 4 I r'l-', 1,­14,111._ _,"W­111�1­1 �iil,�, .1 Corrixial Edge FUwoan Soldier Door ,otri rIuAl Repthi A,ThII-1 ,u, - [,-,.I M.O. I WONI@(Ii (Jraw&egktmonm XO, OX or OXO r"rita Peo#e"bonW Engirser i 1AFMAD.L7.14 il 11 k Thomm-Tm Fibrat-C*ook and Smoothu8W onselourations) Nol OSM,O&quatNori-ImpooMpLiMOWed 1213INM NO el No NIA awmaiAlKwa Aoiduzoadjai-ft A-,,�,df,U- tomA Qkdm tiaiuuaAbukm I I �,�v_tm A-vol Also Autruipto UZ gas kaga unm Z Oompoeft Ed" Fiberglass Do" Door Oft or LW Propose MuLbL Number I U� Pk.dl.da*..tAk. QUM Lingingloor pat in HVHZ Outside H Rebound: ftnalurel I AW e�,,�9k"L�Mik"")UM ft9$KLQ;2S=W f�m,rusix-111mvite Ill 2MAILM& newm� Presial v4tvxA "�tfts �IriveneVOurseeng, XX or OXXO 6 FiVull8l (Labor Meaft Prepare) Arrill Pl N,4- WMI-201 Y.. Yea Y" MIA Amo�dIOU" Dam E,.l I I - I VA ACii. I 1, A!N,X", a), 0 Vil 41ol kirl ,IT� 1,1���'Ir Yei; ,lirl, Yoe MIA 12 k Thermal Ftbar-Oassicand Smossh-Aar oonlligqrotlons� Nominal 79039,0 liquo�Noe- imp*.Sqvck Glal 124il2= No Y46 NO WA IA" 2 Prodal M,M Pkmb, or ill- 5784 agoaLanumw GG*W aft ".6'al A".."i, W.N. I .031012MIll", Wi= 2MUMSEM He Yes A&MO� Yet I ,,,I,, ,i, �.e., ! I Cvrnpow* Edge Fibwglow Str9so Dol i OnwAwq*wWwq; X coMigumbon) 13 re Tt�.Tm FkorjCtm=ic and Smoot$��r N�r,W7&M,C&quatN�imp@dAq,.O Grall I 2n I � IYY.2 N. Y- lill. NiA ! C�poeftEdpFbwglmasi Door with Sidtilear(o) Oni.*910L*syMg; ZIOX or OXO I I ; owb"akoov) _. _. _ _ - -,.----.--- __.____­_________ --- -------------- 14 In TherewTru Fliber-Claser and Smooth q1nor Nor"hol SL*N;C Squott4or�Impatttquet, GWnd 12131f= W Yes No WA i Z C.o,,ilrool E do* Fib"ln& sing it Orbor fironer"rolOuirl."a x nore.glual I 15 o ThavernwTilu Fitw-Clanc and 1wroceri.$W t0yrinal rutill &quotlNoo Ineeparrill,qual Glazed 12minm No yea No NiA � C-looses Edge Filborgis" %rigiar Door vulth I . 5adel'11(41 11riseengtourre,"nud, XO OX cr')XO Florlda 0sparthillerr. of Bu**ss & Professional Regulation Pap I 0 1 Florda Department of Suagirwass & Professional Regulation U'Al IT, ! rkirida LklAtIrl cl E,i�.iwio. �. Pr�,i,,�Ilo,:*lu; R,)j;.,IXkr F " I - 15 p, ThearrearTni Fbw-Ckmfc and SnvoW.ftr configurational NoMil faill &qoor,Nob�irbpqotSqWr '318i 1=111= W Yes No NIIA 841d.rg CArdori girid Standards 14=1 l3riddrig Codas and Sandirifids %I.`E)r7X1 I i3lullang ll.�COQL ard Zliitav�arot I . I Composed Edger Flbwglm O*ubi& Door el or ! wt)oLd Sidell anymnallOuldnal XX or C=O Product IiipprovAll Application Detail Product Approval Applicatice) Dole 11 Pro,ductApprovat Application Detail W Configurations) I 17 It rhamwTrmFbw,Ck"icmd&n"M�SW Nominal 00311:8 Siquottionlimpoictl5i Opaqw) 1 Zr3l ril No Yes No MiA I___ - _ � _ I __ ,- - - _ _ - .__ . _ � .. ..... _ . __ � - ­­ ­h ­­­ ...... � . ­ 1. _­1 I ­_____.._______ 11 I: % I �-.�� i: �- �­�­ r, 'I : ­_ -- _ ___ .I � 11 11 , I - , 1 � , �: , I ! . , Compooft Edge Sbwgtam Sirrider Door �dh 40100ill ! �Ill: !:I I WAII:1-:1 , , I Ill ,;:'',,I , "'ll �,jg,l;ll,ill;�,:Il�;jl�i�,1";I;,II , � �, � I , I I I I I FIAMM& I 10 f Thermal Rb4w-C4wmit and Smooth-Sar T'ronsom (Inueene0fteArbi OIX oonfigurdrt�) Nominifil still Squo"Non-impadifiqui 01i 17111IIX,�'?, No Yes No NIA, �*Iiiiiilliiill�;;.,�­__­,­. !kA . I - - 410 r W I I "Ar P" PAO-bo" "I, Ift ,,�111,1,10 Cttb of am 2KI CL" PM" 20 � �llk Ent* or 2irl 1I L1L_11TQ,x,.W 2& Composite Edge Fibwglaw Small* Doo-I am XKMM MMADANZ U"ACL LL6, ,..&�M-1 vablwm Sir xdgKd Dubow M AM,�w A092M ada 3ka Mooing, kb,,L,t,,- cortled Niu6'es . I liubmu, valsel IW kdbum AL"L" Far Aprombid hum" aAhX I 2)[alt YAtWA . A"Maill Gunad NDShtx-Lkomi YalLul-Ilul 4slurl A.49 r 16 Aui, 1.9 T;PI u"IRA ;R"P Sidiviii arid Trarlsone (i�,400.t,.,Ij, li =x or 0YOX0 looritiounshoral Hansel 2M Joel Harlitt IluiWo Pmm;tw 'i 1hail D no b III. i ws­ or, ,.r. Wmhalll 0ims"." t 2ri 00" OIAW2021 dou ITOC Appi, Rental 2020 AAM ll�lrl, TI-q- I "ll � �­Irfl P C Qy.b , King P E 02115,2021 V ,I V40) I (j)"220021 W31W , % ­,_( � Al Xil) 0,ir,rw Mll;I-Iftill, plkw i"llice I ,w I Ki,elo-On PE ,E*I,�Alr; ,. � . � I I .. I'll I I r , I I '11, , I—- IQ a 7 heenno-Tru F bor-Clandic, and Smorth-Sper NomwA[69=;B&quctNw-lnvooMquot Opaiii 121`304W No Y" No WA coubdown FWW Wairs (Ni 545-0360 Fir rill �f,1047,%126 Carol Pal Will t I`3 1), 14-2 �34 R FL 41414 laj�j 707-0555 I I IW�,3­'� ",,,-A,, a, 'lul r. Y11611 (51�.l lt�-622� Composite Eoso Fiberglass Sirr Door weirthe S&Cmowr4r. ailing .had dkingluutijornesille, d O'be4i"�r. $00?. A_riP_,QbC�lj­­ 814lC ifilluslyi All,rl�U &I liluill r,1lAft4,Pju0l , mi %cWbq* fresellirgiOurkaralro: Xrj, OX a OXO complaill am** Palestine geniore too a si.on,e, Castellani EdOw! Evaluation Rol lel a I coarpil areir Meihori� E"Nue Ill plip,vt Irmn a Carrol Head arid So eoMgcrobmQ news Roo.mma OMW�t or a Umow Plabdo loklikir Rversiblivid"Rol . a lJornsird Fill I F.IW,d�'R,�4l'I.",.�,�AIO�qt,lto i, hArii,41flurde 20 t Inhaderwil-Trit Fibw-c4D96ie arid 9,00*-SW Namorgi 84IIII holant Nam.,OvacA"L�at Opaque 121riV2022 No Yes No MIA Wessell Criddriber Professional End;m_ � P, ilf-i-ii Furl Complooft Logo F,loo,glosis Singe Nor rVith � Sideliabi on swibq�Duidwng KC. OX or OXO E14=41.1;g9al * LIM 127246 Proceeds FjA,Uk,4:A1LEt21&& Continuous, HW al " confialrational gw&LxAiww)rA Amillitillmi-VI snwgjsLm MWAFA DMA01 CAM*,A,� Ame,rd;w use Aggrieved for Lim kwm �o_bl Qualily _Az�"h.. AAN-Olrligl I Al,�; - .­4 `4 ul InClq'i Pi 21 u. Thermal Flb6r.Cimic and Sr(ooM-Whr NommiN.MSAqtlo�Non-t�VbM&4uc,t, G101"d 112.13t12M No yes III. 141A *K.# mcoAtmAddjkgk*Kxmm Figdm pitcom Cgt*&Ci K"NWQW ri "l 04tokmm Regional Emourt ft,11 Nr?,Al� V-9be.Mto-WoV it.1_411!p Prellim corperlow cooked Inkal- one In H%W all—"~ ftallillorre I rrl'�" L.- �tn� F"KA,,_J likordirL *"or Q, Kl= re'logj T;E,S_J��L C.MMLFMAIIIIMLI,.q� 0, Ill ,,�,Kq,), - fttlmliA f tum, � [----� Composite Ed" Fiberglass Slegur 00. ivelh Spatial � nwmnwomwrv: X0, Ox a OX0 I Cer"I 'L'p "'i ib�.i Pro siding l2afnon Yes Y- MIA MA I A "'i'WIL"'I's'Nol '�I Von, or t4did C/100 Fork 12J31=3 No Yes NO � llll� I . 'i I I 11 11 11q: I '111 , I I �,�." "I I.,, � 1 4 L ' I 'I I , , J(4 1 ­ , , 11 . I"I , �, I. , I . I I - - . ".', '. " � 4 , I " I 1, I, Corftwu*HmdaMSMconfl9�, " -1 2 Hiseliteilonk I.; VdIng lion-o-ill ap.doo Winm Yes Yea NA WA � t, &�ilixento ril tI,rmi Vill . sure uW S" 1201=3 Me Y'" I I'll, � ,�,., ,,,, 1,� ... ,� , , '. '. I �, 4 I I. ,. 22 , ThrrtmT?uF1xs-0vss.Danc16moWh-ftr Nordwal 889M. 0 6quctNw-lffwnoft6vt Glued 12111102911? No yes I NIA S � &met C.Fembrmr onisol, Pliloli"Ill "1119 v­ 0 S01,11 Vivo "w" 12131,2023 No Y" No PO, Ocimposidir Edsc Fibc%kn6t4t Dow werth 4 d aducCosillo.ot &MR -It. r III va"Will r 14'3 T flCrl 2 Me *(a No III I'L ; I _­.____ &MWS) OftvAngtOUWMrg; so, OX Cc OW a . Asludicharter clakilquer; SAI Vert el� 6ri'd Valli III ,2)3I.iXj:: P. Yea No ;:" I Cloretbruroub Hal ared &ill Confligarationd) 6 I aqumsearee, Sparalbruilial $At V.k or Sold V.0 W* IWIM211 I Y" No rl" I _n ar. ThurtwTru Fibw-CWssic and Smooth-Stor Nri,nina- 6"30.8 gqw.t�a,,-;aVwMqLwt Opaque 1213112= No foa No 141A I Corripcwto Edge FitiletilIkilloo Dog, PirebvAth Varded ­ SdWWsi (I nswoldfOutiebring. XX >V,X or XM ! owfQuret,ano) - ­__ - - - -_ - - �__ - —_ ------- ____ - -- -- 24 x Thorri-in Tiu Filoor-Classic &-W Sinspoth-Stor Norrunal MA31k 0 SquothlonAmpavidquot, Opill 12130M No Yes W MIA I Composes Edge Flibinglasse Door Persons ,rol Verned I Sidolitil frm%gnoODLftwrV; A )0O( or X)= I �f,e.mtlms) 25 y, Thar"re-Tru F be, Crawl and Smomn-i5ft, Neer 680i SqueeNoin �1w"dL%Locot Glazed l2nif= No ries. No MIA I Campeau Logo P.V,$Fglo$G D", $)Or&$& Mike, ver4ad ; r.dwirl il riswripKilloarrel 0, XxXor X= Flarkia Departmert of Susinden & Prolesslonal Regulation bal &I Rol Depadmil *if Business & Proledgwonal Regulation P,I1" I III: i F k"'Va EN'Fxilla 0i'l ,,I 14'r ri­.,� .1; li-,II-.'.,­,;J Horloltlu,w 11"', ,11 I 0DIrrIgUNIIIII)TIS) OtiftfigCodes and Standards irmill"W1, Building Codes and Slanclards il", : I "-k ,Jng (,oCil and Stardaros 111)l2f, 1 20 z Theriese-Tru Flose-Classirand SmociblStrat Ncii�w*18"'.V.(IAQtKtNen.�aysdSauot Glazed l2il NO Yale. No WA Coirlposle Eggs F,bergarso 000, perialbe YAM vented ! slr"tw,qilnswngroum�WV KA xxx,olrxxxx IS F011110 A pprol A PI Ation Detail Product Approval Applicalland Dotall I P(Wilucl Appill Aplrli�al i,,i i DeNtil cornourations) ­­ .--...-. � ­_­_..1.___­­ ­ -.h. ­ ­­­­­­ ­ ­­ . ­­­­-... I :U �lrol RX":I3 I Iii: � III 1 , �l �ll:�,:I��i,�,�l,:�i'�1,1,!Imm�i:i�ga.�I l:rI,;!: NI 1 I: 11�1 ­' - .1 I I I 11 � 27 ra, Thre ow Tou Fobw,On"jc and Smooth-SWr Nommaleam�e&quctNon-iu=cl&Qvot Guezed 121I No Yes NO No; Oompmu Edge Fibemkm Sinde Dow vil 3ill 0 I'l ... I'll " l 11111i:1111�lil I" �� - i� I � r I I ­'i 'I'll I, I,, I I I I � I I i lk� 1411 P, ", its(%) IlinsvengillOutibWAI X. OX or OX0 9ft , _', ,� I 1 1 1 1 . 1I - 1 . I I I - R& 90 DM hodL,o JW I 1:111l, 7 'i lll,;'�''Il:!� III IIIIIIII:: I '' :: Poft a I I 40. 292 DK# am I I �. ��..I!Z :Lil Cal hadlirlo am 212 Re 26 * Tbo�Ttu FiwlOaak and S looft -Star oortguravoos) NomiW 15AI 8 Aquot. Wn�l I'llOoeftoltAft. Gulden 121i No I&S No 1,00, 3= Yankee ki-f�,- Q" Enul, � A License Validated 0, YAASW Sulberniuked F&CA-r.,� A,,,,,d Kom -tka vnil lidairwrixil Cal by bmdm,JL License VMdobd ffir via".d alagwb.d Pao AMM" Abbill 1.1i I Twl Y!!,.!�,�!� � � ll,, ,,, . Ili. ­... .--.,.,-. �iLIL!A_-_Ii !Zi,k_, 1,1�� I k w, ,. �,Id 1- Ili, - 9102ilei -�tt ." st, L _q illec'Apil .0piel�r!til ill I Comparable Edge Fiberglass Double Door fel RWAIW" 'ARC TAWW Staining Piordl LLC "in Coo Rat,IN"rm Job a W. Knoal P6 T(w4i20A, ow.�2020 .011:r`17" 1 7A S010% eps'W" Poulson 2020 L V Thomploon. ac am Thluilripsoi A,rcliOcturai 1.1,16hi-IIIA"ri ?url P. ;l �Arrop 4 I PF 06"17120211 0II'lai !ril 17,11wo 1, i't I PeAliluli m2o � � i.r4,, rANIN ,­,Iii ir, OhNjwol James I U,,��,: t, L ,3 ��,,,­ V C,rlril I . i I � �:` TI �,,.;lj �', 1:�01'�CIEI rl­,,l�,_'�, No �,rll SWO�084061"ono�m&'Ovuwng O)W cologrel PIW4m; i417) B?44544 pe.,:�106 loss) T?Z4W4 lagres licerviony 4TAMic1c)) le 1:1, Al 34-41 14i. WQ I I It nJ I r-94M crairg"ry: poc,ilirlc I OW MWAlln CAIICK 2,l " , I I -'I - ' '. 14NI 29 = TheirroaTru Fildeb-Cloosic end Smooth -Star cwftwmbcm) NommW gLlr4C SAuctNw.la=d&qwot Glued 1=142= No YM Nal WA o,tc.umpw urridedindoel ii-, W.1.0". - CAOVOFT. Roping Sulgicaurgairt lical At m sones *W we art ,_,Q,.­ftl,o,l - � : V,*IC.kL­y: R .-W A,Irl ill. - . ,I 1,7a i,.,, w-'Miarp tr I, 1i 4xv,va— PF.1 I ,I,::: Compow* Edge Fibvgkn Singe Dow vAh 3111i 0 C*rVim" lkoho* Evoluation Riloon Ir M a orbi I port advise mooing system C-40iieric. M*I.ud� F"el.h., Rilip,,,fl f- . %data$(*) oftswrignOusawl V, OX or OXO Mo&bftepmkmdArd*�.d�s luobn�d rands C4"lWm Me@*& Fy*kMm Pierce tons a � F orlsIr R,P;Il,wl .11,,cj4Lrl ri, L­"d ll-ra � =91, Sa0A."qvotaligni4linpootliquot- Gouled I i M I rx*21 No Y" No N,A Ferodinswo, Sessieff Florida R.OgmdA,WMMWQ I I'm- - Flarlds � lika-,­ ., Erip- I 30 ad. Th�.Tm F,bo,,Clwwc and Smooth-Sloar Proemial Erignew . C.pi� radigo RWgtm DwA* Dom with fAllgl.-31klg� : Purill,,am2lar.gLad, 3&=,D $Wefts (firtanorOuroviling � 0=0 IF ailm"I Fliu.'" � 00"flo,tfwom) amoLamem3a ammAkWAU "KAVAJKXN b" go" I 4kioft iiii;lAir al Aiddirgy"ved uw A2utri lial Use tribal oftkm 31 zo. Ttwm.Tnj Friber-Classile *met SmoM4Par Norn"Al T&OI &quot,t4o"mp"t"uot shomer 1213i P40 Yes NO '"A ItL& - pirselbart Dumbbell 1, Kom Outside HIAU RoAUkag p� AWNL&Uam Amennardlic Ust Angroved for Lot low Pl r, : "'Ir".1're'll",ii lo i'l, - - I I I � 11 Serses, Compeoll Edge Glal Fiberom Single I TAWO Rod Lioderievereads (Mill goodiurder"mani.oruee. . ��": 0ohl Y" 14.1 MIA WA a" �= twm fLgOKLAIWAUD =n� to ft)W outside 111WHE amigo lt.tl. ! ?L .- LAW�­ A,;-",., lu A);"l,u,rP" v, Ill rIvIl r� ,,�. -I. . I W, "Ol, I'm KiA Door firth or,ofthol 1 &I 2 Sri ill It"sd�tm, I = Will sign OWk MIT Tie 26 P., AAC;,., �ebuwoi ill �offlo 0*0111,20115 Yea Y. Nhk ..", � I - n T"Ll, All ­­�, Orownp(Oo*MV, X. OX 90 or"030""til'..r.) "I � TAMM Rod Lindeft"ft rMID14+1114i R.,d#­JrA.Y,rebJ.t­­ Acl-Hlow 0&2mm3 me yes ,0,A WA 2 'rAMCO GodoemoolVera 20 va, (QIMQO "I Y's MIA ., .I� I __­ - 0.4.5oll 3 TAMCO 01ILRI R" VW1 sill 10100 2000 -Aill�:1441�owlt-l�-Imt,"INI-I-�Nfl* irlifoill Y" Ill WA -.11 � 4 TAMCO fround Top 0"Woo Vall vAth Saint, Till Tile ,1� or vmll; Y,41 'WIl "I. Larle 0~026 ya ".ri WA ­ ---.--I--- ..", I I ----.-- - i i I L - ----,- __ ----,. __ - ____ Fil Oblopartmart of Satin"* & Professional Reguia0m � I I I . I I l Ht)rxW Department or WIsirews & Professional Regulation 19, I 1, � Florida Depturtmill of Business & Profeaio" RegUblIM � �r I or t Florkle Department of Business and Professional Regulation Bullcli-lig Codge; and Sandards lrl:�Ql Builoribill CcxRes and Standards I , ,I I 13"Idirl; Codes Six- Standards jl,T,'.,L�A Building Codes and Standards � 311S2022 Product Approval Application Detail Product Approval Application Detail ! FILvN0 Af)l)fcvAl Application Doled (n Product Approval Application Detail ,----. I I ___ __.. - _.. . .. __ __.- _-_ ___ _ ... .. _.___.._______ ­ 000" : � � ­1 �''�''I'll,�'I'll�l�llill�H��!l��'l', "i'' �l'':,!Ili�l'!!I:,�,�l:�11:11�!,I�,,,,ii%, I�[Illllilll_`,:11�. I l: :IIi:l�Z:i:,i!I I rlj��:Z � 11 lllll!l�� I I ­�, 1: I I .,:_! I �i!!:,l �.. � . 1:: I :I k BAUA= � , r��11,11,1�l::Il�'ll�l�'1,';''il,�:�l,,,,,,'',, � 1, 1:�:, I !I ��ili�:ilii,��ill�ill,li�'''"'�,'I,1'1'�I III I , � ;;I 1:11�,11,,:Iil:!Ii"::!'I�ill:!,: I 1: �,:I!III�:,� I . ­ 11 I I ! nirrIsom M6 I I " gm W'" 2mg w 2&XMMM no Ltb MMLQE au 2" Q"Zwd= go I � Q4,0 ii 4, Pai At M-tw-tw 2" &a XWM mw.rachm Go= SM,_CIM A Li� IdW&&Uh xdwgm AAWN9 FM A�W A�Ved m� -T%A lorra,w mw,O,W,, cgdkd amihm & Ill. valliderea 91, V&dabd sildirritord FOCP,wmvw Ap�,�,,� 21,-u I D211. �*Ilall 1,010orl;ii'".1.0 "Irritill Zimilliol ;1 01 I WISIA," 5, kj&mLtg %on" fK_A2" Am, a" FLI1111622119-11131 lit -ill 2W L-- P.M.'Wil J., li, L 13-k-1 PIG W­­ III lul PC I Insirim I'll 11IMM 6"uru� Alul R*,i sw �1"`) a-) Feeling And— Fill Aplao otifforre, Il.kW­ �i.111 W11111 iiA3rO2O I I A-Z:I�M 11AW ., Ir1r,141,11 i R-1- Ni 21"I I �11'l , 1�1111 V�111,111� I III`, 1,4­11'.b "I'li. e. '", , , ­11.11 11-­., , , o1)6kWN.Q Mill I M I t.rUx 12111WON No'-d (D =2 Lantry = =11 = = status Caterpillar, Real We i "i li 124. (L'I, l:,I 1, PA' 4 Vskagi Fuel% (601)38"Mi Somesed LLC, ""I ��� 0 140 : " ­"", ��, ill � �Nr, ,��ll,, "I .1 -, ­1 . " jin VOmiGn Manufactureir Cc gggbk&EA Widartild Vallclarted Submitted Panding &qRMMW Approved a�bca.w,vr 14.0"i; ii,irr-u- li,bl .- lm"ro Port offtle Roolng 1114i lddity*Owmcwn SACnagorrill Reading TWO C�pki�aMeh�r"UM�mRaWk�a flotil,ftnemmCgrol co in I ,,.­ .11 ,I I" I �.­,, I "", Oirrvi,r,�MOTI'I, lV.lI'1r,'lI-,�­rI 11 " , , I ... I., elill i . ­ � t*WM% , Revisiori 2020 POLYGLASS USA Maury,AlpwL License John W, 110ill!X002D IW22=20 EK 12/1512020 Cawftnmmqmoo: Evoomw Robert le- P, ro" � F,ilulill­ r'lilri # I FI,,tlr1lI "I,1�!Il I,Irdirl.�� ill ,, I Ill I'l.- I � I-kr, CetWry� Roofing SOSM3133OSmalpeter�oly!glass.oDm Robert Nemiron Knezenrich, PE Aptincival Floods Reo*mdk&Aector at"obed FrWVJl PLAINtIM2 Produces 01T,,(i.r.e;l:lprr0I .L.d Subcategory: PE-591aill; (954) 772-6224 11/01/2020 Rl;ftnicnei Erosion QualftAsysmet Approval Ids Ill" Approved for Lee lmbKt 19 _-L, I siq!60?*AA.Ibe,o0iie" Underloyfforni I L#fl2tl�RS Products ", ".,, 4MIIII �% AW raw= 011, e-co. insvI1,12 0,&MOAwg adoilal I!t-,_,�, ! IA­,I1A_­lI,iiM, ;l­­r;L:j&_1Ut A-' 11.0 ILI, 11 Ili ali Pal E Corrip I Ion cc Moth od: QuiftAmumxt ammviuz.wm &MCMMVRLM it" kku"r ... ,I. C., .". . .. 1_. II.I., ,oft, ra. .. ILA I Al twil.liJI.k.1�,14-W-�Iar"i __�.L­.�ILI car-acifir�.1-Olu, hi flialtz (ii ki Firreal Measure E-valustion Report from au a2agLuguLlmisKA, Am naasLRwam c�owarawmimeas in Kill 24gak=4 travel Will,ax I 17 i'llip,el r1ri .PW 1AX0"P,CQ P4RI, �Irl*#,Alrl 160SIll Flo Fraft - Slibilries. OA I Ni I �" If" I k Yes W/A � NIP I 'f'! ­', � I IL", ,rl,i . I il": [I, ,-I- 11, I I I.: l,i'll"', , ­ . ­ . . I I ­1 � I'll I, 11 1.�Y,7023 ,,, 11 i, I'LIN a a Florida Regiwvred Architect or a Lcensed I D,,N,A.� DA-4 . 11`111�"[)".Arr DA-4 L-PrdWPoIW-iuyHl .h, P-4V-4 12nwms k%ohb)mo#yA*KhddtcP+,. ��61).N N. Y. No 0 11 ��", Ili I D Saimy900-Slate Sh4vArmi., !,l A.I S.-Y700 6i.k. ti-Allir�, rl"i ,ilh- I[er Prefil. - Risk., CA 12/31 Wn Tel Profille - Moodie, CA 12131 M120 lj,, 'Fes I,Ii, ri " WA I'L", ; K"r, : 11 114 I " �� 11 -!r­ !I , �II", ­j �,�t I .. I , -, �, 11 I � I I 1�111 Illi�lll­ 11 , , L � , l,i,, � -1. ­ 1: I � '­ ,.I,, 1-i lzilfllt"rz� 11, ill 1711 IVA I I . MD W Florida ligirdessional 20 so-'roo-o'O, 1,virr.."", 7le"I El'olir Tal r".T4 Y Q­.Ierris Fell PIO-c - Pbsto� CA 12,31 r11020 40, Prolls K'tyL 1 1 W31 QD20 N., Yea No Yes MIA 04(A P�,A . I . II , L ; .!" �"', "t � ' N ' .' ' - '- I I � I �, I -11 So (D Engineer25 e, - �� Loa, �,A. Katy. 1 X I vil llf�o w I.. MIA I I I �". I � - - - - . -, - ___ FLA62MMMI Productz imod Distill 1114 - - __ ___ __ ___._________.__. .- _ - ---- -- ---- - - __ __ -, C_ W aw Product filldii, Number or adjudhAdabolngs Aftaigna Vast homadbLuft Product goal Wi ER5005iFn lllmmz killjA29- � — liwient wia--g" —_ -_ . ___ - __ , , .. 1. ----. ,------------- - -.----- —_ ______ ____ --,--------.-----.---.---.-.-.---------------- I Piolygilass Roof Ur4tialmvft Rogralling uWairtayments iof2lrd= No Yes NJA *WA�-6221.3 ! � I I roodyglast, Roof 'JMOCUy%"U (H") P*fa*l roof tr4eirjrM*rt$ ter Ussam F SIC I 21231= Yes No KVHZ WA li � � > 2 Poiyo"SRO&UnaefMymeMS(r.W-HWIZ) Wailklont P"a"rO*FWO~Sft$,%CWAn 12;23=23 No yes rWA 041N-mt : If 0 PRO rP,vWVHZ JuAsdkdww Florida Department I.,( Business & Priciresbional Regalalson Pap I d 1 Ff,)iida 0epartirdert of Business III Prof"slional RingbAl 'I'l, I Plonda OppartFrucil of Hus;rbil & HI1LIfQ1.W!'aI HCVOI�,IIAKI I, 1, I , I I % %J I...... I plorlygot" liteof t)r4saymem (HvHZ? P*gla" roof ~ao"orft for U" In FSO 1212YA23 Yes No WHIZ juirisdilifirliers N1A WA Buildinq Codes and Standards iozan Building Codes and Sta rida rda I ,l: , � Bui ding Codes and Sbarricards I I % I %4ft..- c- 2 polygo" Roof ur4eigymefft (W-HVHZ ao ubsessroymorts, for I in l2r23`= No Yes P;V111*.11e!,= WA -WAI�WS Pro -duct AI-proval Application Dell Product Approval Application Deta 11 I Pit miw:l Appiroval Applical)(In Detail 0000,W CL. I Polyjan P,W Underlepseres (KVHZ) wisdirsions, Poll roof imserial Poll for use In FDIC tZ2=3 Yes NO HVHZ pla,0ilercine WA WA jitill", : I � � 1 11 � I , I , I I ,I . :� � .. - ---.-- i , "M I II --- -----. _ __ _ __ ___ � __ - AVOMI& U < , I ­ i ­i I I :'' III l lr� �,it - , ", �J� 1 1 � I i:i,:�': L_ I . � I . I I - I 1: I , 6. . ­ I , 1:� .. - L I A "XiI 11 I I ."� 1- I i : �i : 2 Polvilass Roof Underip"Ishis (non-Ho-iz) loodryolassfoalarwarnayments.1" Use th i2mix No yes I'll +N/A/�62.16 G2b I I . I lual 20 20 Dal rwsdusu 28A �m Erdw I Erahm AL LA� V06M*d EW go fat Cal Poo zwkm= go Annual � <;90s i vi_�_ iflarrild"Luse WOW I 1), ;b&q ;M, Vlmp,�Krl plit yalLt.w `kAffirkad Fac A -,,A blowng 211i" L. -0--ell FHC non-H" juriNdeliburs; T- Version Rtmufackqw coma& La ,low a ulleft" V411,00rill P viellerated Submitted USCww Apgm=g S Tat W a I= Vernon mwvdfad.- 'll-11 ICC Sist. Sell LLC whi- W llr~� PE Xmklmu EIQARKLW 1�01.20.'l, � WY1020 11,11115i 1IM&WA. Air, !� ._,;L I ­4 NMIXIsI114 FAINVI �AWjjjL_".xrj ir�Ljl CAP iierl A ­,� I �A I �UII N ,j.5r,oli I?1`iW2Ux drg�&CAW. 0 I Polvolass, R*&Urdafkymemts (HVHIZ) Prollinliaes roof undentacrinerets lot use, in FSCt2f2Y= Yes No HVHZ jurnedictiow WA WA Ribivisap" 21020 All difforrill Seutbors " Goal 0 ry Shutters Mks Seril Firop� L Sennal P E Troy Hishop. p El (501 � 7124IM � FE� )0i (954) 947408TJ 11 41h; "(1XI I 10 , 'I"N IN3 1 1 110l 10I All-tivi,orl R.ANOA 2020 '40. cmdow, wudmr* comproill fi-q Wk. 0"I, ; V 3 Wl (407?"1-1917 � 11.1 � I I ... � ri I I C1,_l4l �;01.61 Cat.iii.r. aveil --eni, II,eL 1101,01T �A,ll I ill .­ , L:I, i4i 1�11(!I`111'1157 rp"424� -,,:,, - -I leg�% = 2 Polyjass RoofUnderWymeM (non-111,111-14 loolygdes; roof underloyments, lor use in 121`231= No Yes NVA -NW4122.5 subc~ry, Storm parl imikelogilillorrew"61W.Ale, SatiCanagery; r- prie. ,I­,Q.,V,lr0W � S,"Id.U.ir. ,l,l,,r,l ,,,ji 0 � 1, 11­Ilj of lrir,h�o, o­.00ie(%1'A*. I.J. -0 FRC rion44VHZ juriseleatunis Gomoloce hitting. Evatuall locsicet fi,)�, 0 I clam Caribbean- N,M,4 Eeeflibi - Ribil Ir- . praguss F"keso one, � N_ Corrvllareolilol Eliou"i- Ril frvrri Florida Regeolored A,chtloact or a Ll,�,eeo F4cda Professional Engineer r�sign"? r1paugh, i I o "Wd. R,li elti Aldilrecl � , Li1sl F loAd, I �d,%­­i Erp­r 0 fi&LuAkmzm" am$ proilluilit millook "Ildiss - W-W-ft-MA all&["^-Mflc,e Ammynd for Um AQRM=gj$Liin IMOU DaWon rogaillook QmpqdlAign C or, 4A.0. Aisill I u —o"M $a In i cubkv HVKZ ,ft4isun Pre"WIR - &W 1 aliddlidurt Usdid. fludebar or Memo 17W BCGAWW Meow sbwo6 (K "W� ill Castle dissolves. PlAaKLQ"jloqo 92KOdgmudusm lisill,,I r-tte MI. l2ftIOM4 hill Pull. I 2i"110024 Awro-d fat Use Aborovedforil" In Mal awmang Y" Y. Yes Yes t2al *"arm HA rl �.: I _� - -, _,! i rAITIrAlMnlrypilil P,".1 I,�,i I i I ! I , .. i kak 11_rALUk.1rk1_MttQ�tr_i,.Ai,4 Oul A,-- _�1!_A111kt1Lr_1Z_1L imalikan"1112:1291 AAUDMABLUU AZULUIU.UU "� 98" kjLVHI blituirt PMWM < L_ (I. I 24go Gor"Agnexi Shen- Storm 1'eareeks 2490 GOWMLud Stood Sli -. Planes 1213112022 yes Yes, yea WA .1 I I'Vii SIVArplive Wor PION GI-il . 1; 909"LofflZ I __.. .. _ _ __ _. ­.- -.--- ___ ­ - .1 4 Z P, Gfilion, Twice, W Ij,.41A4,. Wu. WAtal C�rl Fill .10124 WAUI c�� Ful 1.1111=4 Yea, Yes Y. IF" MIA NIIA I ! I I I i r ­Wr I I I I .: � I I I - � 0 I I 1: 11:11 I I I 11, I � ; 1 . ..., 1,1 I �1, r , ." � ­ , , ", , I Il Q I�L,1�1�_ I ". I ,1,. I ids CD _1­_­ ­_­.. _____ --.------.- 4"A - (n - ! : I -#-- M ! __ � I _ - : ­ -------- ___ � ---.--- ­__­________ --------- -------.-----. ____ - /-'-,-� A r 0 00 . � . � \/ �/ . 1, . �, =="I , < ! o- Florida Deparbillard ofOushm & Professional Regulation Building Codes Standards foh,24(2 Vw= f Wide [Apartrinent of Slusinuess & Professional Regulation Gwilca Codes and Standards Tell I er� 4WIMT Flil Departmeard of Elusinii & Ptofessional Roguration, Building Col airld Standards " � , ! :. � Virtual Review Assist, Inc. It In C� NMJPMNV F- and v I I Plans Review completed and ' n a ove app ove P %.so) I Product AppwiM Application Detail Product ilipproval Appillic, III, Del - Product Approval A pplicadon Detail � ______ i , for compliance with the 2020 FBC 7th � F 7th d , BC AOMWIP,L k1w; L_ (V . ,1',i,j,r�I,l­ I ,, ,I IiII�l11lijllIl'llf . , �. ­r,t_!;IqRL,,., _t_,� ...... , W1.1. .1 1. I . I I ,Q, t'll"CrIll III l�[�����iiii�,���i�ll'i�������t�i�l����,�l�-.,,,:, : ii 000 � � : � 'll: III14:11,IIIIIIII , , "I � I I,I:r,FllIIlli-ll,q,;,lj , ,. ; , ,111 1, I I . 'F!''I'll . . . I'�,�ll�,1111ii:!,Il�l�l�li�lill��ll�l������lI , ,I�l,,,,Ill,l!�,1111�ll�l�ill,�11111,111[i,�ll��'lliil,l�l',I IWWI � � �:, 11,1:IIIIIII�:111�1�1[ll, Ill Ill, r 1 I:r I 1 I '', . �. I iili . I I I I I ��,�ll�l"'I�l'I'l�l�l'I,Illlllll,l,lI ... I ... I ... I'll" ... I I .. ... I .... I'll ..... I . 11 .... . . il,� ... . � .... :l:1 11 I ,: I !I I III lill!R ,:!l I!:j:::ji::, I ... I 1,111, I � 1: �::lol! ll . .... . .111�11­­ , . ,,,I, � IlllI,:rf'�[7;,!r . I I 'll! �,�, �,,Ifl:;I[IIIIJIII: . !,llI1R!l­.'.­� .":,: , ­,Ilr�'lj 1 I'l, I r I T111"11101 " � by Debra Anne Klahr PX23OLI Uj I ___ "'JilitygWe , , f.% 1— , IIR 9 WAI�I. il�­, 'llf­ , �l A0 %!1Il::i1l;:IIX1 �:I:t: Ill, I I'll- ''I', I'll, ll,:1111: I � I I _11 I . �: � . I I OKI om Ddoftdm "I ,,l�, I: , 11 � I ll,� I ,:��!,[;, . � i I Ordy Dab Pardling, ! I " = Q& Erdi(v do 20 am SL6wa" Dole houlfina OW AperevO 20 1I version ottm Lm"-&Lb� x� XMAMW ki"WW fBC Passel Anmng am 2& Ida vongw KmA"m a C.A.L", &,in- A Lk- ymwduuk SO am V.".I.d Addleatiout real social 2a AUMXW R.I.., :-!� = Re R*AUW Vws$m ftowNtu'r 2020 unio tm Conrad twft?#ALIAM VaUd*4 ft. Ngifted C" YAM" " g.sCossili, gor,kw LLIC WC EvWwm fion4m, 0110luW73 12rqvzm ADZ 01AGM23 WAM "bil um lowurn 2020 DiffitiWoM Waborhosolesir -, so= nab UL�M ICC -rulifil Ser-ledr, LLC I- Lehrar, P 6 unm 024-4476 0010,*32-A 0202021 10MYM21) r?A"21 Ap"-Vd Alrirlbt� A_Y� more ONOMPURI, ft I Jose area Lure, R Will 4 stremin K undr. PE ?lIn Ill 8454 IIASM20 1 Ifigm2o 11=2IO'l I �,­�e: � � < a) codeow. sared.30 Can-." 4952) 11199,46311 LLC C 1, Wool and Correctional R Be werin cirlsel F ...... 1.4, [407j OW2= Frill-07514 2! $,*C4tqpwr. Truse, Pkfts .wakknoese,oloon I11051 "$-go" SialoCiablool Entiliefebred L,.", III dinisbanns binarr'- auoc�MKI ,�,' .11plitalarool-lin.Dinnim. I Ctwew" lk$lot Covello Astion bell a CMOIW" flow.lod: E%Skq" Report Mom a Complaint# Molhw: Plebilahlor, ROW "A a a Clam � product E,AIWAIM go* Prod.ft E.I�bw enft ri-da pool ale.J Al� hIr&.I � 4 L ,-sed �Wi�lb I � -71 P691IMtNMWUA IAMMUMLamou pidwssonal Engross, I < cement, A,-- AlacobilgiJbill A-,-d f, 111- MUNkiL Delete, amEL&UAM AMOVed Ow Use Avioryinad Me Use Mao 2WA FLO'tG6"4t$Pr,dwh __J AW Pro&MihxkiLN=bw�N� hawdatodgim ONKNLINANMau ip Hyliz gwitaidI no&Ll&Wol p� Lug Prol" deal N-6, or ill- Ng&.d fkw C.*Mj expiration 026 O.bhkNybz Resisters emile N. Yes " WA QLA&AINKIM Abbilleto fee I -It Ai2i.glatt-ft-lift AMU V400,I � G_ I 2 M18AH4 M1631,19 IS or high ."tnqh rum cormeridar plait 1261=4 IS 0 ,up1Pr high sft-nab tri" 14moft owe i2l,31=4 yea V" Yes 41 NfA NfA MIA NIA I t, 3 66.r,gw. I VI Parallem PSL Tlmbws""4 L A Le,learadv.-I.."be, o"IRM Persian ah�o L.I.t- 01,1111704M Landoll Stread Lonsee, 0113IM23 No Y. I" 1,41A, No yes IMA WA Mal I P,,6gd ended. losing, , No o We Alumbram Sl gent, Vere,cd Alli i Will ft.im pommoom LZVAW.kWIA IU020 Alpha Aluninurs, Solid lamp YessinAlunninum 0711=4I be WAst ().A.Icb mvhl re, Yet flowille'd "O I-1 ztk I I. 1 3 Milo MTI$M 1156" bass-adoroille, I.Algrol is go, high stit"Porte Inuss "Innal 7 CAP4 imirvol T" Y" Y. Y" WA MIA WA N/A 4 Tj Ran Board mummocomom"Lo.w, I�P'rr'Ir.l-R­-rJ QW31;M No rise WA WA 11 cmu unig; Wood Now cm "'I wow 1 [ � E­E T N 0. 4 a en,2111140 "go bage .60gh bees babi board 120142024 Y- Yea 04A NA � 11 W.V.h.—M.G.0 board ftrn Board otearbad Sliel Read par, a:I:,Id 0101.1= No Yes OVA WA : IS 6 I TL;9 WTi$ n 0 W" IS go, Ova connector ONN 12014=4 24 go to. I,cr,bbolae Flat" lialr2oft Yes Yab Y*% YI. Ill #41A r1i NI ! : March 6, 2023 PA 1,1 . - _____ __ _,_.,.____ _____--___------_�.----------L-.-----�---"-.--'--'-.-� _____ - 1 So" Depatwnlerlt of Badness 6 P mlessdonal Ragaaabw P.4a l are Building Codes end 8w r Bards anaama Product ApprovalAppilaaMan Dates ��1hhlRllllllllVluliuAurdul�lolluml,�lll�lll�hl�m. kk .::��::ll I� �:��I�I� ��� ,,:.� r � ��II�II:�I��I:,.,, ,I:,I�Ilrlul,ulll�� ray:IlVltitidll:l:lk�lulllkllk�hlLI�Ir�elkll�Ij�IIIIIIIIIIII1141:LId411Ullu�ll�lal:klllrllluutil6��@611tirk„.:. IWMI.t _ r ,lllllllkl hl ,l I QMe ,Qlwe QrLbmio go to qWPwAk L("rwe III >2 FWAor" too Aawmenn 71m PI 4aawM , Jw rfepa"n s wo mmoowwd oat Jame L sAdww, P.B.O M4 M 4 M42M CVADOM Apr4wd amm" Wa " Befww. NNW 1awAwrodMWn caYPranow" sommo "aayb W" 041)014= (e61)4e14aw7 c4rapoww awblk cookow Mm or LWN II Aral o" lest ACEM hoLuto mdm em LA6anaa BrYatJAWOtlLLMi ASImaLi[LM blltlsi lrttlLlbim lam Bakal MOAN fared 1 00" low Nlpm Naaxisr=tafa" wu q VWO $w1e4a Mp vn ww (4P x 7x-) famnTOW NO Yw w +aaYeD x of "a lexa Nor Pwbw 11IMab Hume VLV NWh lvrar.w s em$" Nunn 7Vnn 001T11a067 NO Vw M *aged Caryger nx! a61lx') s f4rWa 1o1x0eeN Nune MryA $aqW Nv$T„a"COapaaLa(7N 474rt Ow7Srtp17 No Yes w" 140PQ 4 aN4e101T0i7WNu^ro V-0IIIWWIT"00.pwe0(IO asiI 06rlfIe�07 ND Vas0 -AIX $ W *1"" Iwo 111 {urn 11OM O"M "Wd Tl m omm melaa'xwln aanaam7 NO Ma ro .a$r an a sow llta$e1,110" a uwyftarev HMININIM, I , (FrXNAM QM0a07 No Yes No -301 7 ewWwaNeryblWry VOAAtiMe4MMyTIPFSDaldpeeM(1Ra"ea/" OBn&1w No Via NO +iNalw a owl" 14"pnel►wup YYVOIWNVe YFfoerw(4rxm 0f171i0i7 No YIN to -aaaaf e arve low ere" Nure 'Vwy40eefa NPae WhI14er'xe},/+77 aP W=? 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L CIO W C- 7? c- Z J r) March 6, 2023 SHEET NO. PA 1,2 BEM Simpson Strong -Tie 2020 Ill Approved Products Upchi For Cal AMU to GO SIST appWalls Ided Wow, �;.Wf:Ajj&U Fa additional ingoralOw regarding Plaims Statewide Prodium Ap roW ftralenr and M&nrs4)ad0 Cftnty tioncii of Aftoceptance (Nii F1.11112351ILR? b" ' L2L I Titan Stainless SlatelConcraft & Masonry Scraw (TTN-SS) 1/4" diarristist Titan abinleassal1W masonry screw FLN11611194W AILX I Product Dewdiftlon I SDI 0M 12088 Outdoor Accents Connector Sorow 2 Scrgl 12, SD9212, SDI 0112, SDI 0212 Strong -Drove SD Connector Screw 3 SDgl 12SS, 8=1 2SS Stiong-DrVis SD Connector SS Screw 4 SDCF22434, SDCF2251Z SDCF22014, SDCF22700, SDCF22858, SDCF221014 Striong-Drive SDCP Tirnberr-CF Screw SDCl SDCF221334, SDCF271968, SDCF272358 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858, SMP22912. Strong-Drivis SDCP Timber-CP Screw SDCP221100, SIDICIP221134, SDCP271400 6 SOHR27400. SDHR27614, SDHR31400, SDHR31614 Serong-Drive SDHR Combo-Hearl Screw 7 $0825112 SD825134, SDS25200, SOS25212 SDS215300 SDS25312, SUS25412 Stroug-L)cwt, 806 Heavy -Duty Conrimlot Screw SlIS255M SIDS25WO, SD825" 8 SDS251 i 2SS, SID9262006S, SDS25212SE, SOS2530OSS: SOS25312SS Strong-Orrve SDS Heavy -Duty Connerefor SS Screw 9 SDVYF2716, SMW2720, SlDl SOWF2726, SDVVF2730 ftwg.Drrr&$DWF Floor -to -Floor Screw FL#10007-R8 11:11111A A Product Dincricitloin I ATR318, ATRI/Z ATRW ATR314 Tlireedeol Rods 2 ATUM,ATtJD&2,ATUDQ,ATUrA.2,ATUD9-1 ATk�014,A%01142 Alonirism Take Llp, Darvice 3 UP3WZ ePI/Z BF1124, Bil BPVS-3, BP3t4, BF314-3, SPRTjU3 4 Sol Plaruis 4 CNW318, CNW112. CNVVV8. CNW304, CM518-112, CNW3V4-&8 Coupler Nuts 5 CTUD56, CTUll CTUDW, CTIJ10715, CTU076, CTLI CTUDST CTUUN3, C,7 Jw Coupling Take -Up Dsrv�oe CTUDW CTUD99 6 Ni N5, NO Heavy Hex Nuts 7 RTUD3, RTU03B. RTUD4, RTIJ048 RTUD5 RTUDII, li R-1 U08 Halichetrig t ake Up OC4 Ce 8 TU09, TUDIO Tali Darvce 9 TUW35 Take -Up Wasner 10 URIS3 318" Uplift Rod Run Tiltdown Systeet 11 URSA 112" WpIft Rod Run Tiedom Systern '12 (JR%5 1,18" 1, JfpIrT1 Rod Run To-dinyvin Splarn 13 URSO 314" Uplift Pod Run Tiodawn Systern FL#10441-RG ,91 Producit Model, HUM bar or Nanne Pmd= Derscriptlort I OTT2 Hold down 2 HOC1 0/4, HDCI 0122 Hold-down 3 HM8, HHOQ11, HWO14 Hold-down 4 HOU?, HIJU4 HO^ HDU8. HOU 11 HOW 4 Hicki-down 5 HPAX HPA35 Sifirap-stylar purlin anchor 8 ILSTHDI LSTHD8RJ1 StrapVyle hold-down 7 MASA,MASAP Foundalon anchitir strito 8 Mi MPAI" Strap­*Ie purlin anchor 9 PA 18, PA23, PA2115, PA36, PA51. PA68 Streop4pityle purlin anchor ID PA118. PA123 PA178 PA135 Shialo-istyle purlin anchor 11 STHD`10, STHDIORJ Strap-stille hold-down 12 STHD14. STHD14RJ Strap-s" hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12WZ120 For drelat Inks to d GOT appiviodell below, CLICA HER � or additional indorriabon regarding Fkaridas Statewide Prodwd Approval Sysiant and Men -Dade 0ounly Nouce or Ac"Ptance (NCrA). QUj6j=, 21 U sair Ai he ni T up flange hangers available in wdth of 1-911le"and heights to riging tront 6-2118" to Ill 22 LBAZ *Anurs hangai fop flange hangers availatrIe in wdtlh of 1 91105"and 1,,sights ranging from 9-3)1 ff- to 13 118" 23 LE33, LEOS, Ill series hangers Topflanri harrigarsaysilloble in welthis ranging from 3-1/4" to 05- 7flil" and theights; ranging from W to 33-1/2' 24 NE06, MEG7 ser"hangem Top flange hangers rairsalable in widths ranging from 6-114"to 715" arid heights ranging Imm Onto 32-111 25 NIT series hangeirs rup frilrige hanul availailialle in wdths ranging from 1-WI6' to 5- -1/3" and 1,eights ranging from 9 1 X1 to 24" 26 PF. Pli PFDS, PFDSB series hangers Top flange hangiefs availaule in wdaii of I iiii and heights ranging from 3.318" to 7. 116" 27 RR Ridge fafter connector 2S WP seniss; hangers ` op flange hargars available in YAdtho ranging from 1411 AD 7. 1/B" and neights, ranging re 14"to 32". EUd2ffiQM- Aill Product Model. Number or Marm I ABA" ASA44R. ABA48, ASl ABA86, ABA88R 2 AWJ44, ABU44R. ABU48, ARAOR. ABIJi ABU54, ABUS5. ABIJ64, ABUIW AK)88. ASUSSR,, ABU1010, ABIJ1010R, ASIJ112i2, ABU1212R 3 ASW44Z, ASW441i ABW46Z. ABW40RZ, AlBlirii ABINWRZ, ABW7.7 4 AC4, AC4111R, ACEA, Ai AC4R, A",11 6 Ell 8C46, SC4R, BC*, SCOR. SC6 0052-2/4, SCS2 311111 6 C044, COO. OW 0965, CFM 7 CBW44i CBSQ46-SM, CaSWO- SDS2. C13508e SD52, CSSQ86-5DS2 8 OC, e= eCCU Series 9 OCQ-SOW,S� E01004SDS2 5 Sernes; 10 CPT44Z, CPT0a4 0PT86Z 11 EPB44A, EPB44, EP545, EPSW 12 jP$4Z 13 LCS44.LCS66 14 LPC4Z LPC6Z 15 NPi MPWR, MP9W 18 P644, PB44R, PS415. PSK P131i 17 FBS"A, PBS411i FBSN 18 FBVG, PBVIO ill FC44,16 PC40-18, PC48-18� PC64.18, PCIIAl EPC44-16. EPC48-15, EPC48-18, S:ICOA.16, FPCIWIS ZD FO4Z PC4RZ, PCIIZ, PCi PI PCgFZZ, EPC4Z, EFC4RZ, EPOW, EPC5RZ Ell ll 21 FPB44-AZ PPB"-dZ 22 ll lall-0110111111111l JW Product Model, Number of Narne I FJA, FSA 2 FRIMP 3 CH40-6. OH4". 01-14", 01-148-8. OH41 (i GH410-8, GH615.6. OHW-8. GH68-6, OHS& 8, GH61 0-6, CHOI" 4 GU36A, GLWI S� GLB6C. GLOW, OL187A GLB?S. 01.87C. G LS7D 6 GLST51 2, GSLTS12, GUBT510, GBILT016, GLW=, GBLT820 8 11 HOL88i HGLBC, HGLSD 7 HGT-2, HOT-3, HOT-4 8 UFPIO-S= 0 1JRFP Adjustable Post Base Adjustable Post Base Adjustable Post Be" Poet Cup Poet Cap Embedded Column Sam Enritividdied Column Base Soltaid colurrin cam wil W1 ranging horn 3-114" to 9-112" and VVQ! ranging ftm 3-W'to 7.112" Scurood colurinn caps with WI ran ging from 3-1/4" to 9. 1 Za nd W2 ranging Ill 3,W't*T-1rr2` Concealed Ptx# Tie Base Erribleodw Post Bose Embedded Poo Base Embedded Column Base 1.4 hit Post Cap Moment Post Base Embodded Post Base Embedded Post Sam Round Post Sue Post Cap Post Cap Post Salse Re" Post Bow lawduaDeracrilloffim Fourriation Anchor Flat Retiott. Foundation Plate Girder Hanger Gkdam BnrkV Plate Gkiliam Bearing Plate Hastily Glulant Bearing Plate, HewyGlrderTkxl~ Universe I Foundation Palle Universe I Retrofit Fovr)dston PAtte 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12?,WW.10 "MM;For (al Inks tow G$TaMiovats listed bell CLICKHER For odditionali information regarding Foride's StalevAde Product Apor" 8�,Iern wd MamI4)sdvr Cavity hodc-oir Ac-ptii Iw-,Ai. FL91 040A.RG JUJ Product Modal. Number or Name Product Desc nation 1 A21, A23. A33, A34. A-%, A44 Airglet, 2 APA211, APA4, APA8, APVA21. APYA4, APVAS Outdoor Arc"q Angier 3 APS44, APa"ll APVBW, APB5W, APB88, APBWR, AP81010, AV-31U10R, APVB44, Outdoor Accei 1­�v Basei:I APVB44R, APVBW, APVB66R. APVM, APVWBR, APVBiDIO, AP 1111) 1 OR 4 APDJT.' 4 APD.12R.A. AFIDJT2-0, APUJI 214 6, APVOJ F' r 4. ARVD TZR 4, AlIvill 6 Out000r Accslres DockJoist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH61 0, APHHeI0R Outdoor Accents Heavy Harger 8 APLA, APILS, APT4, APTfT APVI AP", APVT4, APVT-6 Clold"�, A".�eqj,; 1 .,ind T Pejurr tD,-olurrit! Ties 7 APLH24, APLH24R. APLH26, APLH26R, APLH210, Alpi 0000o,okc;;Srits Light Haingers a BVLZ brick Venrief Ledger conneotor 9 CST2Z CBT4Z Concealed Bearr I Its 10 CJT37_ CJT4Z, CJT5Z. GJT67 Uorceallod Joist I ies 11 WT14 Deck Joist Tie 1.1 Ill Cry Wall Stop 1:11 FC4 `:C�G Framing Clips 14 FWANZ Folandaracin Wall Angles 15 GAI GA2 Gusset Angliers. 16 1 H2.5T, HO. H I OA-2, H 1 QS, H 14, HGAI 0 Hurricane Ties 17 HCJTZ Heavy Concoalod.)rxwt I w 18 HH4,HHd Header Hanger% ip KBSIZ Knee 2D 1_30,00,1.70�1_90 Angles 21 LCE4 Post Cap 22 LS30,LS50.LS70,LSQ0 Skerivable An giers 23 ll Adjustable Stair Stringer Ckmneoof 24 LSSJ2SLZ, LSW25RZ, L%W28LZ, LSSJ2%P2. LSSJ21OLZ, LSSJI21'�RZ Field AcTusuble Jack Hi 25 LSSRI.81, ILSSR2 1. LSSR2 37. Ill 58, LSSR210-2, LSSR41 0 il Adjustabk- 20 LTP4, LTP5 Tie Plates 27 ML23Z, III W287, MI_215Z� ML2107 Angles 2S MMH8 Root Tie Qiorimn 29 mi Hinged Root Uonriector W MMU.,W MMI.Ill MMUJW MMILUl MMILU210, MMILUI211, LIMLIJ13j. MMLU1311 Face-Mouirlit Hillingers 31 Rec RBC"P Root Boundary Cbips 14ST-3 Root I is Down RTC?247, R7,42, li R`T,�44 Rigio Tiv I-,orinerl 'v src� ��'Tr�j r.)rc IT"TC.ill I'mis, Chrm 359 TJ037 TJC57 Toms Jack Clips 56 Z2, Z4, Z44 Panel Swener Clvb FLI1110447415 Sag # Fired yj dt Ma del. N Lim ber or Ram Product Oisagriptill I AHEF Adjustable Hili Connector 2 Dsr�k snsi n5r;,� SD5,* DS,�AL-SDSI Drag �;tfktt Crinrit,,,em Gac" Gable Lkace tLorrectoi 4 HCPI ai, HCR2. HCF14 Hip Corner Plate a HHRC;2 2 tig-41i HHR(,Q2' NIRC* 1 51 iHRC;44 HHFTC,b �M- '2, HHR 37,3 1.1 Hwiv� Hip ro Ridge Coonectom HHRCiM 6 HRCI 61, HRC22 Hip Ridge Connector 7 LRU26, LRU28 LRU210, L,RU212 Rali Hangef 8 LSUX LSSU28, LSSU210 Lighl: Slopeablefteviable U He roger TBEi TSE48 Tam Bearing Entioncer 10 TC241 TC26, TC26 TnissiCip 11 THA29.THA2i3,THA-)18,THA2lf3.2,THA222.2,THA413,THA418, I�HAC418,THA422, Adjustable Truss Hanger THA417422 THA426, THA422.2, THA428.2 12 -THAT 81rj2,THAJ20&72),THAI2.V22, FHA�22,l,THAlt22,TH/4j,�3.1>.,. THA1422- Adjustable Truss; Hanger Sized for Waists 15 THAL422, THAR4221 Skiywnl Truss Hanger 14 1 HdIAl L1 HJA20, LT HMA muiup;e trust, I w1gai IS THJIM2-4-SDS3, THI)M2.5,9Ei 1�4.11_128, THKJ2$.W Multiple Truss Hangers 10 TSBR224 Truss Spacer -Restraint 17 VPA2 VPA25, VPA3. VPA35, VPA4 IvrarraiW. Plitch Connectors 15 Vrck VjiNey Truss Clip EM= Simpson Strong -Tie 2020 FBC Approved Products Updated I.YyW)20 For d1root &-ft toWSSTaMrovishillstad WOW, CLICK HER Foraddlionel information regarding Floriders, Stalarioride Product Approval $�-;Iem and Momi-li Cxiunly Notice of Ai;"Idtarlcir FL#1 14WM FlIoduct model. Numptir or Name Product D"i I HHUS210.3, HHUS211 0 A Joist Hanger 2 HRS4, H RS8, H R S1 2 Soap Tars 3 PUOQ210-2-SCS. HLICO210-3-ST)i HUC0310-6DS Joist Hanger 4 THGB2. Till THGBH2, Tli THGE*14 Joist hanger I 71�002-Sll TH003-$DS4,5, THG042-SDS,3, THGQH3-SDS4 5, rHGQH4 ��rN�4,al lclir,q � langf e THO'll THGW3-4. THGVV4-3, THOW44 Jui%'I Halver AMA 1 CETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL. FGTRHR ('irdm Retrofit A richor I Hill, H18S. H18-2 H162S Huvic;,vir I,(, 4 HETAI',!, HF r A16 HlFTA2Q HETA24 HETA40 Fribedded FnAmAndior 5 HE7TAL1 2, HFTAI 16 � WTAI 20 Embedded Truss Anchor 6 HGAMIO. HMP Masorryretrorconnectors 7 HHETA16 TIHE I A20 141 IFTA24 HHUTA4D Heavy Embedded Truss Anchor 8 L3T2. LGT3-SDS2..5. l_GT4-SDS3 Girdler Tiedown 9 LTA2 Lateral Truss Aischof 10 NETA12, META 16. ME-1 All 8. ME IA20, MET A24, META40 Embedded Truss Anchor 11 WrAi WSTAWO. MSTCM40, M9TCM60 Strap Tie for Masonry 12 VrSM16, ItArSIA20, H1 51016, HTSM20 TwrA Strap for Masi FL#M 1496,111115 IW Firoduct Model. Numbsur or Name Product Description I CTTIZ ll Tormn Tie 2 PD12, HD19 l7k)IIinid Holdo,.Yn4 3 HOW 110513� HD78, HOW WltiaJ I k4da,,i 4 HTT4, HTTS, H""4 Trirs,or -,Pri 6 LTTI9, LTT203, LTT131 LsImt Teirsi 1,e�, F1.1111136211-1115 1W Pioded Wdel, Number of Name I SB518x24. SB718x24. SB1x30 S6 Anchor Botts 2 SSTS1 6, SST82D. SSTS24. SSTB28, SSTB34, SSTB36. SSTBI 011 ;� ST 8201., S$TE24L ��ST Ii An:hrar Bolts !�S T 828 L FL*13672-R4 ft" Prodtfoll MOM. NUM bar or Name I CMSTII CM,,714.CMSTCIG,CS14,C�S16,CSIS,CS20,CS22 2 HRS6 HRSA IIRS12, I:: HAS, FHAP, FHAl2, FHA18 FHA24 FHA30 NASTQ6, MST135, NST1481MSr1e0.M6T172 WST27 S1WT37.8/MST48 3 14TS16,14TS20, HTS24, HFS,28 HT830, WE= 4 L3TA30, LSTA30, LST14q, T1rTr7.1, MATAro MSTA17, fili WRIT .18, MSTA-21, hi 6 LSTAOLSTAIZLSTA15,LSTA18.LSTA21,LSIA24.-f�V ST2!.-' V;015�ST2215 6 IXOSH321� "H3 25, Ml 25 7 LTP5 8 LTS12, ILTS116, LTSIS, LTS20 0 NSTA30, MSTA36, ST6215, ST6_214 ,;ifil sr12. S!"18, $'�22, PAST( 28� NISTC40. MSTCE2 10 NSTC68, MSTC78 ST8^ M 11 Vi MTS18 NITS18 10TS20 MTS30, MTS214C, MTS3DC 12 S081,56, "1.81, SIB22.06, t3jB2 V, ,�VB2 56, S`13,2 06, SW.12, SM� 56, SIW�SZ VS4,06, 984,12. "1 SA34.76, SJVI 50 13 SUA21218, SIBA2.12110, WBA2.12i SIBA2.12114. SIDA4.18/8 S� �'AA.WC, &8441W`12,!��1304 18YIA 14 SHIA is i SA408B, SA-11DIGS: SOHD108. SHIDISS, SMDI5B 16 &H L".14. WH DUO, S1`HDUI 9, WHO Ul 1 17 Sifir'l. Splil Priaduct D WrilAlon Collect Straps sfraps 0: mil (12 D a) Heavy Timist Straps Srtrapai 43 mil (i 6 go) Straps 33 mil i g a) Smigirnj Connector L;iltetai'l * Plotti Lig ht Twat Straps Strap 54 mill (16 g a) Straps ft call (14 go) Mediurn �-,vrst Straps 7op Flange Joist Hargers Top Flange Joist Hangers Hurricane fit Hal6owris HMcwn,l, .;oia Kingers Simpson Strong -Tie 2020 FBC Approved Products Updated I �4 rose il T 1� U& $,X killnorlol InforrINT01 (090trUft Flari PARIViddre P70404APProvall6ritioni and Marm-OodeCourily Notiolo-GrAairtance (NOA) SjjjCKH"!9 FILM04,66i AW Product 3escriptlon 1 BY, BY B, BT I i BrookTas 2 CMST12, CMST14, CMSTC14 CoiledStraps 3 CS14, CS16. C,518, CS20, CS22 Coped Slaps 4 CSHP16, CSHP20 CollodlStraps C15215 CompressionilTension Strap 6 DSP, 5�SP� TSP Stud io Plate be 7 H1, H10A H2,5A, li�, H6, H7Z, H16, HIK H16-2, HIl Hurricane Ties 6 HGT.2, HGT-3, HGT.4 Hmav 0 Girdc-r TietJomi 9 HS24 Hurricane, Tie 10 HSS2-SDS1.5, HSS2-2.SOS�. HSK!-3­Sl1S3 H,<-o.;SDS,� Heavy %d Shoe I I HST2 HI;t3 HST5 HST6 Straight Straps 12 H7816, Hlrq20, HTS24. HIS28 HIS��(� H FSNA, Heavy"TW51 Strap 13 HT�j(;13K'rj WSOWKV Heavy Twat Strap 14 IFrA Light Floor Tie Anchor I,, IlAl2 S1A1tj,tSlA16,L8lA21 LSTA24,L6TA30,I_STA3S Straight Straps 16 li LS7173 SiraightStrops 17 1 LTBW ani 18 LTS12, L7S161 ILTS18, LTS2C L ght Tvirst Strap 19 M07 MediurriGioden Todown 20 11111 Mi MST48, MST60, MST72 "Iraightstraps '21 MSTAP, META12. MSTAI 6 MSTA18, PAS-il MET A24, WTA30 PASr il,.M MF 1 A49 stilArjt't Strap., .Z2 tW� I M io I �,7d SlialghtStraps 23 MSTC48B3, MSTC6603 Pre -Sent Shaps 24 MSTll MSTI36, MSTI46, N16750, MST172 Staight Straps 25 Mi MTS18, Ml MTSl MTS24C, II Ml MediLimT%"st Strap 26 NCA200-12, NCA202-12, NCA2,i�-16, NCAWO-16. HCA202-16 Bridging 77 RCWB12, RCWR14 Wall r1r.xing 28 RPS18. Rill RPS28 Roper Plate Stral 29 RSP4 Shad to P4e Connector 30 SPI, SP2, SP4, Slai SP8 Stud Plate Tie 31 SPH4, SPHO, SPHa Heavy 3ud Plate I at 32 Si Si SS3, SS4.5 !i;wd Shoo 33 M, ST12. ST18 ST22, ST29i ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 34 T820, 7827, TB30,7636, T1342, TB48 TEM, TW: TBW Tension Bridging 35 TWBI0, TWS12, TW514 Wall Bracing 36 1,-_T, VGTR, VGTL Variable Pitch Glider Ttedowl) 37 WBI 08� WS106C, W6120, WBI26C, W8143C Vial Bracing FILIM0531-1115 ,5j" Froductliflodal.ill beforNamit 1 C131-2 376 5, OW2 170 $3, CZ-12 174 75 Corcoalsd hangers 2 LIU, L)HU. DHUTF -,alfiss ti�imglsrs Faroet-mount �VU. DHU) and top -flange (DHUTF) hangers arvailall in widths ranging (Tom I -1.WIff'tc S-W&'ancl he ranging from 9-118" to 23-15118". 3 HGU3.&,6SlDi HGUS.25-SDS HGUi 1-1005.6VSDS. HGUl HGU7 25- Face-irrount hai Sci HGLID.Oil 4 HIGUS series hangers I-aro-rrourtir ruirigors, svaiAble in Yindthis ranging frarri I-S" t, W8' and heights ranging if" b-6116'10 12-70'. 5 HHGIJ5 25-SDS, HHGUi HHG,J5,I32-,SDS HHGU7 00-SCkS HHG� �1 �11-'SDS, Ir-ace-mourror mergers HHGi.10 00-SDS 6 HH1,S2f>.? HHOS28.2 HHUS,"10-2 HHOS40 HH1JS4e HH16410 HHL)85�!AV10 Factmourt mangers H HLI S7 25110 7 HS1JR HSIA HSl HSI it Came.% hangers Ske6rd faCa-mourt InAngers arvAilabip in woths ranging iwli­ 118" to and 11"his ranging from Ill to 15494'� Concei farge version (HSURC, HSULC;,IvaOzb* for Ai double x-X and 4X models: only acute flange is concealed 8 1� T U26. H TU28, If I JZ1 0, HT U26 2. I-iTrl 2, ­1 tU210 2 Face -mount mangets 9 HU. HUC series hangers Face -mount hangers available In widthis ranging from 11-9.` P le'7 It2` and heights ranging from 2-718" lo 19-114' Conceple � f r version �HUC) sivatilable for a:[ modeir; harving wpdlh equai r greater Nam 2-916" it) HUCOI filtg-SOS. HU001 81111 -SID& HLM2%2-SDi HUCO210 S-ScS i race ri hangers c SDS. I uCQ410-SDS, I-IUC0412-Sil 11-1i 2rA-SDS, H0i 2SM'I -SDS' i qjCQ6,,r) WS, HUWll E= Simpson Strong -Tie 2020 FBC Approved Products tJpdkttd ra ok-bQt lr�K; 11. 0 13T i%,WJ L41cro , 1 J', , �: [i: . (x addt eti j I Aor irto t,wi i ega r un g I Ix Jir ate . Or �1, Mi cl i� pp,,wal �� rlen i an cl Mwir U a de I-oun ly i a of t\L;cli e ; 14 DA; 15 SIULIV 1 16 1,1LIJV 1 81 :;1L�JW2 (X ��il . t�5, VL UI/2.W LUV3 12, 1 up I laripe JQtL I �,Angerb St bl.11 56 S11 WI� 62 Fh flV4 (16 FOI-bV4 12� SA-IsVII 28, S11.13W 76 WL U'ur.) all 1�4 %iLl 120, �WL� I i U. bir I I ''14, r i l� ll I I l., INklowri, 20 Grill SNST71 Straps 118 irmil �1 0 ga) 21 SP4, SP6 Stud Pilot* Toos 22 SSP, DSP, TSP Stud Plate T" 23 STC DTC TrussClip :�4 Trlr" Truss grace Diagonal �'5 T X-57 Truss Jack Connector "30k-ffi =1 Product Model. Number or Name 1 COQM3 152-5061-10G. 00CM4,62-SVSHOO. CCQM5,t0-SOSHDG, CCTW3.1152-SOSIG, CCTQM4 62 SOGG CCTQM5.%SDSG, CCCQM3Sr2S0SG� COCOM462-SOSG. (i C 1: �. t, 11-1 1, Q S D S C 2 "LLQMV4,62O-KT ECC"QMiX,5X� Kr, LIXI_Rr�W�,QGXI. KF, ECCLRQMD5 5OG-K7 3 HGUW 25, HGU%45 50, HGTJV7 Co� T_jCU rui 25. HO UMq X 4 LGUM26-2, LIGUM26-3, LGUM284. LGI.Jvi LGUWB-') Lf.31JIii LGLIMl LGUM210-3, LGUW210-4, LOLIM4a _(;UV48 LGJM41LT .5 Will 12M 25, M6HA3 12#11 25, Mb"A3 5tit/ 25, 108HA3 WM�2t). MbHA3 �)tvt 11.2b. ll 0/11 88, M8HA3.M14, MSHA3 56116, MSHA3 SSMS: MSHAS.6017 x NBRA5,5M.25, MOHA5,50111425, NEHA5�5G(l I SIT `%Il 50114, MBHA5 5&18. MBHA5.50118 6 IMUM&W125, MSHU3.5&11.158. MSHU3.56114, MSHUS.56/10, AABHU358f`18, M13HU5501925 fiABHU550111 25, MSHU&W`11�88, MBHUSS0114, VISH011151,16 MliTH051i FLOM3975-RB 121 Product Model, Num ti or Name 1 SDIAliZ23CC, SIDW22M, SOW22438. SDW22468 SDW22600, SOV=600, SCW226W. 3 S:WH lgXGD6 %iL�VVHIV4LKJll tiViNH IWX,Db� SOWH19i S1DVtiHI91000D6 4 SDWH2740ClG SMV&:11MAY-i SOW-12112CKIG 5 a SDM195CC, SDMIE171Z SOVVIS22400�SDWS225M S[NVS22512. SIDWS225W. SOWW2800, SMNS22000, SDWSMODO� SMi SVAW21200, SDW=ISDC 7 SDVA=30008, SDWIS2240011[A�k SDVVS22500DB SUNS2200ODS. SOWS228l SDVVS'221 000018 8 SDWS-M 1211 SD`AW2512DBB o SDAN3273COSS. WAG274001,3� SOWS276008S. SDN8276DOSS, SDWS2780oss, Sr)WS27IMW lu SDINV134cu 11 SrN22 v ,dil Product Model. Num bar or Name I A-1 18 AS I M', 5 A �, I 2 AS DHS 3 AS-2>0 4 ASHP Masonry P*f Caps Masonry Per Caps Heavy Masonry I iangef� Masonry F,-mrr Hanger;, Mationry I op Flange Beam Hangers Masonry Boom Hangers PmdurA DwriptIcin Strong-Onve SDW EWP-PLY and T RUSS-PLY Sciews Stiong-Drive SDWC TRUSS Screw Strong-DriveSDII TIMBER-HEXScrew Strong -Drive SEYWH TIM13ER-HEX HOG Screw Slorp-jrNo SMS F RAMING Screw Sbf_WQ1DFNV SIYOVS 7 IMBER Scmw (interior Grade) Strong-DirveSi I-IMBERScrew(Exterior Grade Outdoor Accents Stroctuial Wood Screw Stiong-Dirrve SU06 T iNIBER SS &raw Siriang-Drive SDWV SOLE TO RIN Screw Outdoor Accents Hex -Hand Washer PMduCt DWripticin I$ go Truss Platesi 23 ga. High Strength Truss Plate 20 ga, Truss Plate Hinge Plate Connector FLA" 6730411 Prod uck Model. Number or Name EWucrt Description, ITT-11P Adheske Anchor for complete 2 GAC. G DP. G UPM-50, 0 Ul IN ib, I� VIM 1 W, Q Of III;, '-,VV 50 GW 75, Wif 100, C TH Cols -actuated fasteners and fassenicliams 3 PDPA, PDPA-K, PDPA.,MG, POPAT. PD PAT K P1 NW, P NWP. PiN AP W. PDPA IN'r PamJv, 3vtuated fastener is t In read ad studs., and a iii b ti PDPAWL-MG, P$VL3, PSVL3-K PCLDPA. PECLOPA lal P'MPA4 A SET-3G Adhesive Ancho, tor concrete Simpson Strong -Tie 2020 FBC Approved Products C= For Cerect VkS I, arl rzalr aprrmv;11� 111el ; � 5a lfoinir"1�(x li �il I.1 t. ,j �T �Ijqi: FArimourn hangensaNalable inwirltris rain3mgflrom 1-1:01' tri -i- !06' Aml I)aqhts ranging from VVI ll' M 11 �,:rn �HUSC) a�idlaljlofor niodefs l'IT". l�114 6A�*, 'rlr�jjj n � rw ri 7. 11ol 6 11 IS ISFIOS mangers 518' and hoiglhN I - 1k, Five Il 'j. - 1 At ..,e C� 7 1-1. t� . ....... ! I,j 0.1t, sefieiI toingers ii i,r -i �Ai r-wivittiF s�iTiqrn, , qfyo:rI-W1V1o4- !iI'Pr -wd w�;r its ia� 1 0-!F�i 61 41 J,.u: _-L Vace-rno,rt riar,�ii 18 Mid wricm, ailgors Fore-ni A14,lali VACIt* Fangitlg+rorr. I-W1tY't0 Fi- ',13' and ey�i" rar�i:ng nroml,3 15116" bo, 16-11 1 co Mij�i',qi Mi. 0,5:j� - narorv, 21) 91 N &j I S! l I Z., I] L ji; I :iKeWli �e'7 1-TIKAIr 1 1,1. gei S JV,4 &WC ; 7wi ranging Ini I - ��!l 5" ta 6'' j,, o 7c ighb.; ali inV hot n 3-111 ' Vic, ConceatIrd frargin verskon (SURE, SUI-C) avarlablie for all doublie 2X and 4X modelli� on ry acute V,,Wge is concealed ivi frii i, iwv­, Vace-nrrount mariners gveliai krwotors ia"rir,,q florl I ti, I.: 0" and islights raiijIng from 2-518' to I I- �W' 7- Product Model. Number or Name [1mr3ucl Description i UA teries �jnge,s vq, ,­rje hargem J'arable ill mc ir, I d lierpints rangirq�: florn 7 1 �Wt�:r ".Y' hange-, �,p I �-)je harciti available iin rmothii, ongior ii �i 1�.' r)dnerprillb ranging horn 9 114,'tci ZV 3 ii sent$ hangers margers livailable in ranWi horn 1 "12, to Ioc' ind,reights ra ii ping tiorl 7 'l,W to 24" �4 L,'_-HP Fopf�anqe liargrits, iviii1ablem r�lwrr,�� 1r:i-, I "I" n:, 5518" andnc,, riN viiiig,,� �lo Topflanglahargers 716' andlIegintstarik0ing too n I I l�� Topflrinjii hangers mirw1ii ill wdill", 'lw,i r lr� ond 1,-�jnts; ranging fromh 8-11`2" 11 r it v gi&- lA �`t '1:� series fiati f" 10 1 CLS se,es le r, i, J,r,. i I" r �.jt I r� 11) 4 1: �4 1, ll /is" j 1, 1,,. f HCLI st� �e:41 fforn 3-114!108� 7!8 and,�e gi-its tang;liq Iftoin 7 1 iV to 37' I / WiL 1 V t,i-i c!ii 1- �1 jv p!�;vqianargews availatile in wdris ranging horn 3-VA" to I r3 13 HIT 1A.-res �00110` airt �eqhh rarging from 16" tc 26" Ir w,;r�s and heig hts to rig ing frocri 5,30" �� I I - VT' lr2 and bc:jhN tn,i�:)q "'J"i r g reeler 112 W1 U T np fa nj. na I I i is 4 V A r LAb 1 1, w V I I I I lff' and hognit-, nin,11q, 1`r)-� Trip fLqn3l, . iriwgrris e,,4 heii rariq�ng hum 7­13' tu selins hafigipri; ;ir t:r 19 JB sm,ps hm I;- r4l f�.j Ij. - IM, I, I N yr,:�tl rl I f,''6 awd heigilt% I, Top fl.,itigf- irq,ts i, mwidlinof VVI6 2nd heiq cx�glrq 7o,n �': VI fir, Ir, V11 is, Simpson Stroirl ie 2020 FBC Approved Products I2rW`r2102ti ;h ong-r� "t �qe A' f"i kilaillo ji, cii sWi arre Typor; Ly' 4 Ano 3116 fItairsriss steel 7 Tt, ii 1 IF) 7� T,-Ii TI: 11D 11MG, TI THID HhI�G, THID, CI53 THIl Titen H1'HaaI,y Duty ScreirvAnchor for concrete and masonfl, avilablewth hey head in call srNninnd TypAt; 304 AnI 115 stinless tItiast, oivyith countersunk hi in pall &*el and TypC --16 stalre, .�,. stecl ,I Tilen ­,10 RuIdCciiitAer �THr)37634PC, Ti-40501-r.)4l 1'� -Iir-.,x:1.d rlod,-,�, pli ­v,,, Ili i Wri H� I NeIidwi Rr� Hanplei irl HU62W�8NH 11 ILL,,'� Tt ID502WI! r, Till :012RHI 0 I/Vedge-Alli �VVA) FL#1A210-R8 L- I -HIP 4 I'teir 21 7 Titca Tur-ou 174-1) FILM M7 -R3 5m ill ucl EP&Ji - Num ber or NAMt i X34 9 101 1,15, K X1 510 116, )(1 rll 01 03-4K, X:� I F,'l ) I F1, G 1 1 k 2 4. �74'1 4-1�`:'4 XI 3 X%-131 I '.�4 14R1 �14 "K 4 X� 1 Id'-`1 It 4 E.' I �_V I K X­4 z,i I I I ,d2j Product Model nurn ber or Narne I U&3,CF34 3 5 148, aSP IS I I I i I �- �1 V4 � 14; � 1 1 1 � 10 1 ri-:1 1";l I 4 LSFC-�, � 25 LSFC4 _5� IL SF�-,F, 2�, SFC 2 25 SP_4 25 S�XA 26 WSSC4 �rT+Ijlr %rlll��.�,,Cltr 2��4<W :CRA" 10" 1�� v', 4K XQII�,lP114 X011l i W, X0 I i d 1 1, 4 X0 114 M 2 2 ':; i" � '�IQG I I :':; 1 'k XI�Vlli, XIF xIP1 PlUduct Dizscimlion AT-XPHy, IFF-HP SF7-XP- 'j, li-i , ith, loo rn,,Iirxry, Svi 1,.� vw�irjo f.-i,rAt..�rry 7 Finn F ".""t ,7), , rio X Meta; �74Y-r�i 7iqp, F-ri .0� I 111:,�Jiil r�r � orr.l ilrqe Liian�000wr I ivy %,`i1iiltJ*( Head , -o �, .7'', N� + "I 14(:,�)J 'lr,�,�' ,I orl) itu �A,11 r cirt*rid Moucirr, Dcarrreter Flex IV: - ��: C11%4� �Ii MPA31 S431f Vr lj�lrriq, 'rapping $Cjic"S 'Mich #6 1 41 Qr1 OK',-16 ��,rong-Ori,,e XL1! Metal Self -Drilling, Too #1 Uriii Pont MAI 2 Pmduct cit5cliotti;rn j ­-Virtuatieview Assist, Inc. Sta I ZI, HVA, e F.4�;,* ace Wft the 2020 FBC 7th Et Debra Anne Klahr PY?111P 1,.-1 Vri, I (.�.: ol ­t,i F.q.-, F �ir­i -(-.I[ : I, �­A., U,p.,bL f ji i ,i t, L r,­ � r I,. jj� i0f f,j I't I r,ij, t,,pp prig �1 ji r `4 Ir :I '�tv, r, % i (3) -M > 0 0 cc 2 M CL CM M M c) -0 2 0 U_ Cr 0 .;= M M > Clio 0- M 110- M 0- < Z Z W mi I c- C/) %Of C13 > 0 > 0 all C) 0 CZ M all CL Ale" Jj CD _j 0- March 6. 2023 SHEET NO. PA 1.3 T_- -- . ..... MIAM WXW4DADF COLIM PGT Indesmies. Inc. MR. PRODUCTCOCCMOL SEC T10Y P_GT Industrk-,. Inc, I ISO SW 16 S 7"t Poem Zot NOTICIE Of ACCE P1,VNC E: EVIDENCE SUMMED NOTICE 41-�)f A(4 DEPARTAIENTOF REGULATORY AND ECONOW RESOURCES atER) �Miazni. Flor,43 33175-.1474 BOA" A" CODE "3V2aSTRAT1ONDn1=N T(796).;1i-2590 VOT1C'E OF ACCEPTA-XIC E. f VEDENCE StIRA-MTED, 1. Evidence submitted undei preiiou NOA I). Q1. _AL ITY A SST_R_�k f__ NOTICE OF ACCEPT&NCE (N70A) wwwawsibisseLsmum 1, IV&Ianm DI! of RegUalory and Ecotvxnni�� A. DRAT%M�GS B. TESTS (continued) PGT Industries, Inc. 1070 Technology Drive, L Nfamfactures die drawmesand iections. 5. Test report on 1) Atir Infiltration Test. per FBC. TAS 202-94 North Venice. FL 34275 (Submitted n nderN0.4 N�e_. 11-6 107' 04) 2) Uniforni Static Air Presmue TesL per FBC. TAS 202-94 L -NJATER1kL CE R T IF I(- A I IONS SCOM: 2. Draning"No ]NM-5570.0. titled -Vinyl Sliding Glass Doc-NOA (LMD". sheets 1 3) IX*ater Resistance Test. per FBC. TAS 202-94. iace.Nlo. 15-05281-11 issued to, Lumited for theLr -C Excerior fxmt�7iuns r4-ii IN dated 08 � 12. 15 This NOA is being issued under the applicable rules and mgulatioas poveming the use of constructkmmaterials. The thix-meh 21 of 2 1. prepared by z uiuf�cturef date4d 10 05 1 S. with mmon A dated 4) Larize MLssike Impact Test per FBC, TAS 201-94 ILift- P1 iadoivs;tud Doors' docuzm"cin aftkitled has been re%irwed and accepted bv?,fiami-Dade CountyRER-Product C4uhrol Section to 04 05 17. signed and sealed by.-- Lymn Miller P E 5) C*ychc �Viad Pressttre Loadingper FBC. TAS 203-94 (,*'�,3019, be uwd in Maim Dade County and other area s whav allowed by the Aughorily Hining AKLqKbm (AHT). 6) Furced Ewry Test, per FBC, TAS 202-94 . la,l . 01 Ice OfAcceptance . - � i I Is �i ie-d t o Visaon E x *, nision Lumited ior " he:1 VI. Tlus NOA shall not be vehd aft" the expuation date stamdbelow. The Nfiami-Dade County Noduct Control Secom B. TESTS ak)ng with marked -up draw uigs a�d installation diaggarn of vinyl shduw glass door, prep 1(100 Tan 202 and onAX hire) RigJd PVCExteilor fol (InN.fiami Dade Cottury and�'otthe AIU jjn areas odur dianNfiami Dade C4unty) reserve the fight to have this Windows and Doov� �i on.12�29,"2 I 1. Test report on 1) Uniform. Stati, A -a Presstire 7, es t per FB(, TAS 20-1-94 by Fenestraticii) Ttitttig Lab. Inc_ Test Report No. FTL &449. �ated 11'06!15, signed ant. product or inserial tested fcir qualityasmanceptisposes. If this product ornukterW fails topedortuni the accepted Large Missile Lnpact Tesi M FBC'_ TAS 201-94 sealed by Idalim; Onega. P. E. (rest report revisk-Li on 12 0415 and 02i 11116) 3, Notice 15-0528.1 -4 ti;ued, to Vision -ExTrusivii Lawr�'. amon,er. the wann&ctnres wiU incurdw e 1, of such testing and the AHJ =v inimediately rev oke. Mo dify. or 3) Cyckc �Vwd 1, re stAirr Load ine per FBC. TAS 203-94 'report on 1).Ak Infiltration Test, M FBC-, - TAS 102-94 Brown C oatt-d i 11a Ln t ed o. i La inum i K11) White Rigid PVC F x i i� i i �-j L x witsions foi- 6 Test mpend the use of such proftet or masmiall within their RER reserves the tight to revoke *is along withmarked-up drawm2s ind imilallarlon diagram of irinyl sliding glass door. prepared 2) Uniform Static Aw Pressure Test. per FBC. TAS 202-94 Windows and Dow < on 09,30. IP acceptance. if 9 is deteudnedbyXumi-Dadle CounryProduct Control Sec uon that this product or I fads to I.. otic�- of Acceptance lo 12. il EN ERGI Feae.,u m tc, i USA. byFenestration Testing L ib. inc.. T-st Report No. FTL 87717. dated 11,107.1 S. signed and 3) Water Resistance Test. per FBC. TAS 202-94. .1 meet &e sequiremem of ihe qplicable building code This product is aMoved as described betew and has been designed to comply wiih the Flonds Building Code. sealed by Idalmis Ortega- P. E. Jei - repon re,, Lied an 0 -24 5116 and 02,24.16) 4) Large Missile Impact Test per FBC. TAS 201-94 for th�= -TAN Y, 1 (1 ) wd Li,jktc i ha dt- N on-Whire) Ri2id P N (. L imior inchuting the Eligh VelocityHumcane Zom 2 Test reporT on 1) Am Infiltratiot: Test, per FBC. TAS 2V2404 5) C yclic Wmd Presstue Loading per FBC. TAS 203-94 Exn-usions fol-Wbi do". -, .1 lid D om, GlateA &4 15; 16- eyr uru'; Z ;)u 116 iA: -1. 2) Uniform Statti Air Pressure Tesi, per FBC, TAS 202-94 along withmaiked-up drawings and installation dii". i of vinyl sliding glass door, prepared w e _No. 1"712.04 issueed "o FN-1L'_FG1 Ferifttration So', -55,� 2770-Vinyl Sliftg Glass Door (Reinforced) Wwo900 & 10terners-L-MI. DEscRnyno,.%,: series, M. 3) Water Resistai ice Test, per FBC. TAS 2102-94- by Fenestration Testing Lab. Inc - Test Repov No. FTL 855,2, dated 1-1-04,115, ApIed ant� AMON kL DOCI'MEN-r DravangNo. RerB. aded -Vni�rl Shding Glm Door NOA (1LX)**. sbam 4) Large Missile Impact Test per FBC. TAS 20 1 -94 sealed by Idalmis Ort eza. P E � (Test report revised on 024 5,1016) Fin-11sioll", f-�r 1� indoll � And Doot s. dated N1� 16 e., w, .20. 1 duvoo 21 of 21. pmpu-edbynuwW%cftm. deed 10,05.45and last mised on 01-01 .'21. sigoed and sealed by 5) Cyclic Wind 1­1e;suie Loading per'FBC, TAS 203-94 7 Test'reponxi i � lJnifonu Static Air Pressm Test, per FBC. TAS 20-1-94 1 6. No. 1"712.03 issued to ENERG! i �n ��­st ration Solutions U�A A. Lynn Miller. P-E.. beating the Miaw-Dade Coimtv Product Control Pte%ision starap wtth the Notioe of i I 1�:� t N'N b ice Rigid PVC E rteiior Fxn-u to n f,., i IN ind ow s and D oors"' d artd 6) Forced Enriy'�'esi, per FBC, TAS 202-94T -1) Large N!fissile Impact Tev per FBC. TAS20 1 -94 Acceptancenuntoer and expu*ion doe by diel%fiami-Dade Couwvr No duc t Control Section on L along with mirked-up drawings and Installation diW= of viml sliduig glass door. pCepared 3) Cyclic Wind PresAire Loadiag per FBC. TAS 203-94 .%InSU.E WACT RAMG: Large, and Stnal][11issile Lmpact Resistant -4)Q. m ASTNIF-84. bv Fenestratlon Teving Lab, Inc.. T-st Report No. FTL 8546. �ated I 1't�6 15, signed and along with marked-W �rawings and mitallarion diagn, III of vinyl sliding glass door, preqze,j, NiD(slj. 10-o(l'- -o` 1 j- -1 thru A-22). d -oo, .4,AE', Vl�.Ion Extrusion for celbuc �i. �Ielkd by Idalnus Ortega. P_ E� (Te& report rr%ised on 01 ��04 16 and 02 11 "0 16.) bv F�wsrration Testing Lab. Inc.. Tesi Report No. FTL 66-38 ('samples A I - I . See table I (Afft2) and table 2 (5heet �) forapphcable SOD unit sumL desip pressvm, reinfomementa types. Test report on 1) Air Infiltratiof Test. per FBC. TAS 202-94 11, 19, 10. signed and sealed b glass types, aill, miser (see tables B- I & B-2. sheets 7-8) and author layout sheeu requirements in I I thm 16. y Jorge A. C auso. P E. 6tibinhied under X0.4 No. 1.1- 2. Rigid Whibe PVC. Tan (Non -white) Rigid FWand Brown coated (Pauned or lawmated) white Rigid FVC to be 2.) Uniform Stati� Ar Pressure Test, per FBC. TAS 202-94 010' * 04) tied to Inc. for their 3) Water Resi;:ta., ice Test - pff FBC. TAS 202-94 8 Test report on 1) Air Infiltration Tesit. per FBC. TAS 202-94 No- 14-0916. 11 L5,s labeled per reftenoed NOA's nvp*vnieuts. 3. Elms operable doom must emplywilh min c1mi vndth ^-r height pet FBC requirement. as apocable- 4) Large Missile 1nipac t Test per FBC. TAS 201-94 2) Uniform Static.AirPressure Test. per FBC. T.-XS 202-94 ii-arand'"'bite) Interlaver". expuu-&­Z ol 4. Pocket wall% under separmaWm-al. to be remewed by Budding official 5) Cyclic Wind 1, ressure Loaduig per FBC'. T.,kS 203-94 9'. 3) 117wer Resistanoe Test, per FBC, TAS 202-94 L.kBELLNG: Each und shall bw a peniment label wah the inamifamu er% name or low. city. state and series and 6) Forced Entry .'esi. per FBC*. TA 1, -10 1-94 4) Large Missille Impact Test per FBC. TA S "0 1 -94 follovoingstaummmr"Min�DedeComry product ConwolAppioved". noted hmexm along with mairked-W dmvings ane. iiiitilLatim diagram of vuiyl sliding glass door. prepared 5) Cyclic Wind Pressm Load tag per FBC'. TA S 103-94 RENEW.-kL of thisX10Athall be c ontadeed after a reamil aWlication has been fikdmd 1hae ha been no byFenestwion Testing Lib. Inc., T-st Report No.FTL8547, dated 12�V/15. siped and 6) F�rced Entry Te st . per FB C'. TA 5 20) -94 1 y. ��JATFXIT P, chmse, in the applicable building code negatively affecting the perftmanceofthis product seaked by Idalinis Ortega. P. E. (Tesi report revised on 024 5 46) along with muted -up drawings and !Eel oftoa`omLn",��e �:rh TB( Lhhoa t'014) and FBC WhIdition installation d iagrim. of =yl sliding glass door, prepare i Ic L 4. Test report an 1) AirInfiltratioi Test. per FBC. TAS "02-04 by Fenestration Testing Lab. Inc. -'Test Repon N o- FTL 6337 (iamples A- I thlu A-5). dat�:,[ -�aied 0&14177 sWwd& sea�-d P..E. TMNMA71O.Nofthis NOAwill occir aflerr the e%piratiou date oi if Lheie hasbew a re%ium atchanpin the 21) Unifonn Stati, AAr Pressure Testt per FBC. T_,kS 202-94 12,06110. signed mid sealed bN Jorge A. Causo. P. E. (Subprined under NO-4 No. 11- otno financial wterest. dated ro 1,7? matermls, use. and."ot manufac rure of the product " pzoceu..N2fisuse of this NOA as an endonemeat of any prodact. P E Q for sale*. advertising oi aiWodmi-purpow&shaU&utonuticallv*nnicalediisNOA.Fagmtocotmply,.vftarr. 3) lVater Resistzice Test, per FBC. TAS 202-94 010" 09) sectim oftis NOA shall be cmw lbrvnn�� and jrnw%-;3d ofV.0A 4) LaW Missik lWact Test M FBC. TA� 201-94 LetteT of lab con� XDVE M-SEMENT: The NOA ouniber preceded by the wor& Nfiami-Dade Cauvry. Florid& and follcm-ed by 1he 5) Cyclic Wind f ressuf e Load ing M FBC TAS 203-94 4 F,-T:RTe&t Piroposai 17 �qpned by isinq P L I C'. CALCULATIONS - expirationdate maybe dnplaytdinadveOisinolikafte. If anypostionof the NOAiz dispLoyed. then itshall be 6)Forced Entry esil per FBC. TAS _1021-94 1 Anchor -enficat ion calculations and structural anah-sis. compl�-Uiig with FBC-2014, G. OrHIER done in its entirety. along ivilb =ked-up dia Nvuigs and installation diagram of vinyl sliding glass door- prepared plqmred bv PGT_ dated 12,09,45and last rnised on- 0 " I 5� 16. �amed and sealed by by Fenestration Testing Lab. Inc., T-sl Report No. Fn ss.,a. aated 121044 5, signed and r t,, t �, f �% �. 1� --, � �Avice No, '1 -5-12 10.0 1. issued t o P(", I fm�herrseries LNSTEC TION. A copy of this entire NOA shall bepw%ided to the user by themantifictunr or its disufttars and Anthony L. NUes: YE. (Suhnifted underN-0.42Vo- 15-1210.01). dallibe evadable briupectionat thejob siiest therequestof dwBuildingOfficiaL sealed by Idabas Ostega, R E. (Tesi report revised on, 01 i",l 6 and 0211 �' 16). 4 (4­ �'iufl Stidin o (,Ia D nor jRi�hi f i e i I i - L MI expirtngonO41114,21 CLizaig coq)bes with ASTME-1300-09. %sNOArevbe,j &r#nm.1K0A1A"J0-0429.01.5#nd comists of thispaye I ande%idencepases E-1. E-2, E-3. E-4. E-5 Lt- E-6 as well as appro%al document mentioned abme. "7 17.haq L Clumda, P.E. 11h2q 1. ClImadat T -1 Cbmwla, PT The submitted documentation wes teviewed by Ishaq L Clmnd3. P.E. Product Conwel Unit $"rtilor Produc t Convel Vait SuprT t � �; Produt r C oe"n "a; I i, 1 7,) F NOANo. 21-0.2F.W N'0A No. 'I-0!0- o�: INOA No. 21-010943 NO�N :j�!*,'1tZr,? Espi"donDatet AprilICUM Expiration Date. ApriJ14.22026 Expir2tionDatt: Apri]14.1201.6 Expi 1 ati,�,u D�i z�: Api ��' 14, _2026 -Niarck Ze^. I L Apprwral Dato-Mareb M 1 .10!1 Appioval Date; \I.,irch2lt. 20!1 Apprc 1 31 Da to: 2-:1 Page I E-1 E PGTLWwniei. Inc. NOTICE OF ACCEPTXNCE: El"IDEINCE. SUBINUTTED 2. Eiidenct Submiffed under pre0ous submittal A. DRAXM�GS 1. Dtavving No. MD-5570.0 Rer B. tilled -Vinyl Sliding Glass Door NOA W'. sheets I through 21 of-2 1. prepared by nunufacturer. dated 10,1054 5 and last rervised on 04;22-20. signed and sealed by A- Lynn Miller. P F. B. TESTS 1. Test reports on: 1) Air Infiltratwn, Test, per FBC. TAS2202-94 2) Uniform, Static Air Pressure Test, Loading per FBC. TAS 2102-94 3) Water Resistance Tesi. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC,. TAS 20 1-94 5) Cyclic Wind Presssure Loadingper FBC, 1AS 203-94 along with marked -up draivings and mst iWfion diagram ofall PGT Industries . Inc. representative unds listed below and tested to qualify Dowsil '01 md Dowsil 983 A�cones. prepared by Feneshvion Testing Labomoty. Inc.. Test Reports No.. FTL-7897, PGT PW5520 PVC Fixed Window (ung 6 in proposal). dated 09--0344 FTL-20-2107.1. PGT SGD780 Akwiin= Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Akim Oulswing C4semcnt Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aktatiown Fbted Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahimumm fted Window (unit 10 in proposal) dated 07,13.20. all signed and sealed by Idabrais Ortega. P-E. C CALCULATIONS I - Anchor verification calculations and structural analysis. complying with FBC' 76 Edition (2020). dated 04/22,20. prepared by mani, kcttw. signed and sealed by Anthonyl.�mn.MAer. RE 2. cdazing c with AST M. E1300-04,-09. -12 and -16. D. QU-ALM- ASSMANCE hliam�Dade Deparunew of Regulatory and Economc Resources (RER). E. 11ATERIAL CERTMCATIONS 1. Notice of Acceptance No. L9-0305.02 issued to Kar-aray America. Inc. for thm "Trosifolt "trarlear, Clear, and Color P%'B Glass Interlayers7. expiring on OTO&24. 2. Notice of Acceptance No. 17, -0808.0-1 issued to Kurai-Ay Amwrlca, Inc. fortheir "Seoul-Glast (Clear and Mike) Glass Interlavers*'. exp1mg on 07iO4,,23. 3. Notice of Acceptance No. 18-1106.10 issued to Visim E=usiow Lunited for their "Brown Coated (Painted or Laminated) White Rigid PV C Exkqior Extmsions for Windows and Doors-- expu* on 09 3024. 4� Notice of AccqxanceN.o. 18-1106.11 Issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (.Non -White) Rigid Cellular PVC Exterior Extrusions forl%ludows and Doors". expirtng on 12!129�2 1. 1 1 L, Isba 9 1. CILeada. P1. Product Control t7mit Sup#rTil*6 X0A No. 'I-ONF-03 Ezpirzifioa Dow: April 14, 202 .6 AWeval Dat#t lbreh 1.6, 2021 E 4 CGI Windows and Doors. tnc. NOTICE, OF ACCEPT.0 CE: EVIDENCE SUB-\E=D E. 1ULTERLAL CERTIFICATIONS (con rinue) 5. Quanex Pail Super Spacer Staudgird complying with ASTM C5518'Dicintil Coriductomy 0.881 BTU-iii/ hT.-W-0F. ASTNI F 1249 N"ITR-Pass. ASTM D398-i 0x%Ten---Pxsi. ASIN4 E 119 . 0 I.G Durability -No Fog -Piss 60ndued under prM4ous.V0_4.Vo. 6, Quanex Part Duraseal cwWlyui, with ASTNI C-518 TheniW Conductivity 2-22 BTU -in: hr_-fF-'F, ASTM F 1249 UIVTF-Pass. ASTM D 1434 Argon Permeance-Pass. A�72%1 E 2189 I.G. Durability -No Fog. A.STM. E 546 Dew Point Development -21(01F in 48 In. (Submilled ftnderN0.4No, 15-0. 09,05)� 17. , with PVC-AANtk _103-13, Vohujta�y Vision Extrusions. Ltd Parts coo plying , Specification for Rigid Polyvinyl Chloride (PVC-) F_�tenor Profiles for Vision Extrusions,, Ltd. -VEX- I by AAMA Fenestration Exterior ProAe Certification Progr= (Suhnifted under 1\70.4 No. I:%- 009.05) 8 Vision Extrusions. Ltd. Parts com, �hriiig with PVC'-AA.Nbk 303-13 �Snbnt jued nnderN0.4Na. IS-0- 09. O.;j 9 PVC'-AANLk 303-13. Voluntary � pecificatiou for Rigid Pohvmyl Chloride (PVC) Extenor Profiles for Vision Extrusions. Ltd -VMX-1 by A-ANLA Fenestration ExterioT Profile Certificatwn Program- X Notice of Acceptance No. 18-121-.14 issued to Energi Feneitration Solinicii 11-7SA. Inc. for their '-Tan 3040 & light shade won-whitt) '"lite Rigid PVC Extenor Exn-usioII5 foi U'ludows and Doori", expiring o -i 02,04!2l � 11. Notice of Acceptance No. 18-0122.02 issued to Evergi Fenestration Soh)tiou. USA. Inc. for their series 111ke Rigid PVCEN ferior.Extrusions foi- 111ndows ind Door�­. expiring on 02;'28e23. 12. Notice of Acceptance No 20-0203-03 t5sued to Erierg: Fenestration Sohnion. LTSA. Inc. for their '-Bronz# & light shade ci,.p coated White Rigid PVC Extedor Ein-usions for Windous and Doors'*. exj)ihngoa04;l6--25. F. STATEMENTS 1. Statenient letter of conformaiIce to FBC* 76 Edition (2020), dated 04.2220. issued by manufacturer. signed and sealed L, -, Anthony Lynn Miller, P E. 2. Statement kner of no financial Litexest and of uxlepeudeat. issued by manufacturer. dated OVM20. signed and sealed byAj_thonyLvnn Miller, P-E. Prime Labeling Agreement docunrat between PGT. dated 03130)15 and signed by aU involved parties. G. OTHERS 1. This NOA revises-NOA#11-0420.06 `PVTw,`CGI) and updates to]FBC2020 (7& Edition). espiring 0+21,2 1. 2 RERTest proposals #194155 dated (1110420 approved byIshaql. C-handla, P.E. expiring- 0414�21. 1Axqj L Chanda, P1. Pr*&ct Control Vnit Supervisor NOA No. Expir2tioul)3tei April 14.2026 Approv-.0 Da to: MATA :-'. 2021 E -S PGT Induirries. Inc. 14 1 Us) -4 Ki W: 4 a Lq � rl 139 a I a. AM 4 M-1. k 3. New EvideDco Subutitted A. DRAITENGS 11 Drawaw No -\ED-5-9-0.0 Rev B. titled -",.,'inyl Sliding Glass DoorNOA (LW. sheets i1irough"lof'l prepued bv manufacturer, dated 10.iD5115 and last mrised on02-101/2 simed alld sealed bv A. L�mn Miller. P.E. Note N Th� revzjon consists replacement of same exwing installation scrrx,.vithilat heid- B. TESTS 1. "None C. CALCULATIONS L None� 1). Qt'ALITY ASSI-RAN( E 1. Niiami-Dade Depannietir of Regulatoryand Economic Resomes. (RER)- E '.\L4,TERLkL CERTIFICATIONS I 'Notice of Acceptance No 19-0305.02 issued to Kuraray America, Lac, for their ­T rosifolt Ultraclear. Clear, and Color PVB Glass Interlayers-. expumg on 0Ti(­, _'4 2 Notice of Acceptance No. 1 7­080&02 issued to Kuraray America. Inc. for their OtSeafti:Glast (C lem- and Xll&) Glass luterlxyers�'. expiring on 07 04,2 3 3 Notice of Acceptance No, 18-1106.10 issued to Vision Extrusions Limited. for their "Bi i'm n Coated (Painted or Laminated) White RJgid PVC Exterior Exa-usions for Windm% and Doors expmng on 09,3024. 4. Notice of Acceptance No- 18-1106.11 Issued to'\Itslon Extrasions Lunited for their seric, "VE 1,000 Tan 20! and lighter shades (_% on -White) Rigid Cellular PVC Extetior Einusions for AA'indow�� and Doors'". expiring, on 12,291221. F. STATEMENTS 1. Star letter of conforuaance to FBC '76 Effidon (2020), dated 0-1,0121. issue,l manufacturer. signed and sealed by Anthony LmnMiller. P.E. 2. Private Labeling Agreement dated 03,0&21 bervveen PGT Industrim Inc. and CGI Windows and Doors Inc.. signed by Dean M. Ruark. P.E.. V P. Engineering. on behalf of both companies - G. OTHERS 1. This NOA reiiw & renewsNO.0 20-0429.05 (PLA wiCGI). expiring 04/14/1.6. 2. 1he cment associated PLACGIfile;;21-0205.01 exp=gO414-26. E -4 lskxq 1� (handn. P.E. Product Control Usb $Vervbw YOA No. Expiration Dai#- April 14.:026 ApprovA Da4*-. SLarch 26. 2262 .1 JUL 2 12023 \/R/\ virtual Review Assist In Plans Review completed and appk for compliance with the 2020 FBC 7t! by Ge-bra Anne Klahr PX210P C/) > c- 0 0 0 " cd -0 CL 4­0 U) -0 0 0 0 0 a) = .0 U_ C:) L.O.- 0 > U') E 2 Ln 0- U) "C? Cz 4� C/) z z W mi U) C_ W > 0 0- =3 _0 0 L__ CL (1) (f) Cz C13 LLJ 2! CL SHFET NO. PA 1.4 March 6, 2023 MIAMHDA0E R I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTAN-C I E-.(NOA) Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 MIAMI-DADE COUN-1 Y PRODUCT CONTROL SIECTION 1196 SW 26 Sti-ect, Roorn 208 N1 iaim, I'lurida 33175-2474 1 (780 13 15-2590 F (796) 315-2599 w".miaMidade.Pov1qvnomN SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dadc County Product Control Section (In Miarni Dade County) and/or the A HJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in tK� accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by M.iami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 1211 High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titicd "Precast and Prestressed Lintcl Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, al I bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miaini-Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and (here has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis NOA will occur after the expiration (late or iftherc has been a revision or change in (lie materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an� product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literatarc. If any portion of the NOA is displayed. then it shal! be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. I'his NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as Nvc1l as approval document mentioned above. ]'he submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Expiration Date: 09/11,12023 Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. Mone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code. 2017 E.dition. issued by Cast - Crete USA, Inc-, dated 0810811 7� signed & sealed by Craig Parrino, 1). E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS I Drawing No. F`D4612, litled'Trecast anti Prestressed Lintel Details", sheet I of 1, prepared kv Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared �v Craig Parrino, P. E., datedwarch 24, 2003. last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS I . None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Mone. F. OTHER 1, Article of Conversion.lor a name change. A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE, OFAC_CEPTAN( E: EAl DENCESUBMITTED 1. EVIDEN( ' 1: SUBMITTED UNDER PREVIOUS AI'PROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. rD4612, tided "Pr ca%i and Prestressed Lintel Details ". sheet I of prepared by Craig Parrino, P b". thaed March 24, 2003 and Drenving No. LT4012, tided "Cast -Crete 4 ", 6" ck. 12 - Lintel t;cy� Load Tables ", sheets I throtigh 3 of 3, prepfired hi, Craig Parrino, P. E., daiedNhzrc�'i 24, 2003, last revision ;,I deited April 28, 2003 both drmvings signed and sealed I? v ( ri fig Parrino, P. E, B. TESTS 1. report onflexural testing on 4 ". 6 - N I."' Precast Concrele LinteL5 Filled and Utifilled Models, total of (13) coi�crelc hn1e1.q)ec linens, per ASTM E-52Q-94. prepared hy Applied Research Laborworit �. Report No. 30404A, dated 04/10103. vigned and sealed by Christopher A. Minion 1'. 1". C. CALCULATIONS 1. Calculationsfor Casi-Creie L int, 1.5, dated 05129103, 207 poxcs, prepared by Cnag Parrino, P. E.. signed and sealed by Craig Parrino, P. E 2. Calculations for Cast -Crete Linicls, dated 05129103, 140 pt�gvs, prepared by Cnlig Parrino, 1'. E.. signed and sealed by Craig Parrino, P E. D. MATERIAL CERTIFICATION: 1. QualilyS�stem ManualJor Cast-, 'reic Afachine Made Precast LinteLs re vised on May 1, '1002, 2. Casi-Crvie QualityVstem Mani, - il.lor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDEII�� PREN10tTS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, fided 'T -ecast and PI-csiressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E. hitce'l .1 hirch 24, 2003 and Drawing A'()- 1. 7-4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel � aje Load Tables ", sheets I thro ugh 3 q/ 3, prepared hl Craig Parrino, P.E., dared March ?4, 2003, hisi ren-i�ioti dated March 11, 200-8. B. TESTS 1. None. C. CALCULATIONS I . None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICAT IONS 1. None. ,,�41elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: (19/11/2023 Approval Date: 08/20/2020 E - I Cast -Crete USA, LLC I NOTICE OF ACCEPTAN( L: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. It. TFSTS 1. None. C. CALCULATIONS 1. None- D. QUALITV ASSURANCE L 4), Miami-Okide Cmint-v Deparinic �i ofPegulatoly and Economic Resources (RER) I". MATERIAL CE RTI F1 CATIONS 1. None� F. OTHER 1. Compliance Letter with the Fl,)rida Building Code, 2017 Edition, issued kv Cast - Crete USA, Inc., daied 08,'m 7, � i,,n(,d &svaled by Craig Parrino, P. E. 2. (7ompliance Leffer with the Fi 0da Building Code, 2020 Edition. isslit'd b.1; Cast - Crete USA, Inc., dated 0611 14A signed& sealed by Cl-ai�i� Part-mo. P F*. I lmy A. Makar, P.E., M.S. 1'rodijct Conlrol Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1112023 .Appro-,al Date: 0812012020 Cast-Cretc USA, LLC a"t-4 i ci�c I S,k, LL(. NOTICT OFACCEPTANCE: ENADENCE SUBMIT,rED NOT;( 1, ()1- kCCEPTANCV: —Fl\ IM-.NCI SLA0,111 11 D 3. EVIDENCE SUBMITTED UNDER PRFVIOUS APPROVAL N 12-0209.12 FA'IDEINC I ,t 10*111-11:1) UNDER PR F\ [01, ',) APPRO\'ki :, 14-0903.03 A. DRAWINGS I Drawing No. FD4612, tilled "Precast andPrestressed Linlei Detuds". sheet I of il zl,l im� "N'o. Procavi and Pre., /:atel Defails"­­h, i ol 1, prepared by Craig Parrino, P. E., dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Sqle Load Tables" sheets] I /;ol, I Na Load 0!''1, i!irough 3 o'-,' dated 06,11_1�! I/ fe I through 3 qf3, prepared hY Craig Parrino, P. E, duled1larch 24, 2003, last 1� cd � igned wia.� cait. i i Parrino. i' revision dated Afarch 11, 2008, all signed and sealcd hY Craig Parrino, P.E., on March 22. 2012 Alone B. TESTS 1. None CALVULA'l i0NS 1. fi,r Cast -Crete Ltniel�. t;r- J /,'),2014. pqges J I -:1)i 14 236, C. CALCULATIONS ht Craig Parrino, P P� ol,,w, cedcd bY Parrm,;, I None. 1). 01 10ATN �Y4'RANCE 1). QUALITY ASSURANCE, I i..'i _kli 11),ide COufaY Delparfinew ­/ i", and11*Cw,,)tn.-. �,w; es (W.,R). By Miami -Dade Ctnintv 0epartment of Permitting, Environinew, and Regulatory Affairs. 11. NIATER IA E.RTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. F. OTHER /010 PYOM Cast-Ci-t,�t! I 'SA, b", . diat'd 08i]91201-1, "'odsealed by Clcli,� 1. Letter froin Cost -Crete Corporatiorz. daied Februaty 03, 2012, signed and sealed 1) E., ceri�f�ing cemiphwi� (, �i!ih ihe Florida Bzijhh��.�, _"014 Edition. bY Craig Parrino, P.E., certifying complifince ivilh the Florida Building Code, 2010 6. E%?11)1-'N('I- S(43VIII-FED UNDER PRI-A10('SAPPROVAL 9 1 7.0821.18 A. 1) RA V*A N 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 \oc, A. DRAWINGS .1. None. B. 11 tvll�N B. TESTS None. CINLCULATIONS C. CALCULATIONS 1. Alone, D. 01 ALI I'N A.SSURAN( F IAi)(ironcni ol'Regulatori w,l (RER) D. QUALITY ASSURANCE I Bi, Miami -Dade County Department of Regulatory and Economic, Re.s ources (RER). 11". NIATERIA11 . (11'RTIFICATIONS E. MATERIAL CERTIFICATIONS li�. 0 1111'R 1. None. "o;Pfiance Leifer �1 r;0? 0�� 1301ding CoWe 'o/ ism�ied hy Ca�f- f_. VS,4� Inc. eiillcd 08 08 1 il�v�(d sealed A� Parrino, RE t Ift P.E., M.S. I my A. Makar, I IchnN Makar, P.E., NI.-S. ProA'iuct Control Section Supervisor pri.i,iijo i onirol s-ection Supervisor NOA No. 20-0630.15 NOA No. 20-0630. 1 Expiration Date: 09/11/2023 1. tilir-.1tion Date: 09/1 lj21)23 Approval Date: 08/20/2020 Nliproval Date: 08!2W24120 E - 2 E - 3 JUL 2 12023 VR/ virtual Review Assist. In. P(31's Revi9w completed and approij with the 2020 FBC 70 1 Debra Anne Klahr PX?lr'- (D > 0 0 (3) _0 0 C�L 0 &_ M -0 CL 4­4 C a) (n -M 7C:3 C�L 0 M) 0 0 > 0 Cn (D C/) < z z W mi A#� cz > 0 < C) =3 _0 0 L_ Q_ < .7:3 -0 0 LU < 2f March 6. 2023 SHEET NO. PA 1.5, I , I I I I ___ I I I I I I I /T- . --------\ - 1 Eco ,Nc\ i L -1, ____�, TILLIT TE19TING A EFMWERM f __ - _____ - __ liik�iii�ik_k 7ILLA JR., P.E.. ,,.tit sit',z'Irn r.,,� ,, '-, ?LC A L.6­4F, wftlll.� PRODUCT EVAL1JAM_N_ft_PQR]T REPORT NO.: 26-0728.011 DATE: hi y 28.2020 PRODUCT CATEGORY: Shlittef3 PRODUCT SUB -CATEGORY: Stann Pan,,,ft; PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection PrWucts LLC- 4800 S.W. 51 Street Oavim, Flor-da33?'14 1_PMWQ5E OF EVAL ATION; This is a Product Evaluation Report 1E.Sued by Walter A. Tillit, Jr.. P.E. (Syste., I ' 10 # 1006) to the Global Protection Products, LLC, Rule Chapter No. 6 1 G20-3, Method 1 0 of the Florida Department of Business and Professional Regulation - This prodlurl iq t>elng Issued an Evaluation Report as described herein, and het, been verified for compliance In accordance with the 2D20 Seventh Edition of the FloridiN Building Code, ane to verify that the prodvct Is for the purpose Intended at loss[ equivalent to that mquirod by the Code. Thi.,� Prindtirt Evaluistion Report shall bEi subject to review and revision in case of a Suf1durio C.(Af? CY,,inqc- thni may affe,-cl Its limitations and conditioris 2..EY1DLK_E4UBNMED; 2.1. PROPLICT-EYALUATION DOCUMENT (R".I: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 ot 26 prepared by Tilteco, Inc : signed and scaled by Walter A. Tiilit, Jr., P.E.; dated 07i2812020. This drawing is an integral part oArI Evalug5on Report. . L,Lo, (IFF"01, '00 , ii- A - T/� 4 %, , ,X J1 .0 11�� . ..... I.. / - - ,44 .. .** ,,, .)�% - .1 - - - _,�4 sms ..--!.��% ---,*-,-W--- 7`F _�.-.* V e .. 1. , .1 I - 1. f *; .I'- No. 44167 'i . 0�;�?A_11 - * :* _____'�­­�, ;k-*. �­_. -.* I . I *1 " I I I'. A ,9:.. .. 0 I, '�Pml�. ,'4�, � � , Ile" .,. - Nk ` ­ , I I 6.155 N.W. 36th Street. Suite 305, Miami, Florida 13166 - Phune: (305) $71-1530 - Q11*1A -, PR_P_D_VCLKVALLUA11 2.9. TF$T REPORT$: Large rnisi;Tle nipaci and fatigue load tests were performed under Protocols TAS � 201, 203 as per section 1626 of i1he Florida Building Code. Uniform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing. Inc., Reports N 96-560 dated OB/0911996, #96-570 dated 0911811996. "q6-T30 dated 0912011996, all three signed and sealed by Hoctor M. Medina, P.L., Feneostration Testing Laboratory, Inc. reports * 2032 dated 04116;1998 and 0 21126 dCiI 10105111998 witnessed by Gilben Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada. P E. and Henry Hattem, P.E. Tensile t@st r"rt No. DCM-197 by QC MetalilvIrgii;al, iriv . dat,,d klarc,h 13, 20FD9, signed and sealed by Frank Grate, P.E 2.3-3TRUCTURAL ENGINEERING CALCULATIQNS; On 20 Gage Galvanized Steel Storrn Prilrim tor waximurn parial length Va. design wind lead, as well as maxanurn anchor spactm, ��,s I�Jesjqn LLInd load and pans; V length based on rational and comparative analysis, ,ind :r, accordance with soction 161 6 (Alive Florida Building Code Calculations prispar-ed by Tilteco, liw� dated 11103108 and ON12115 ,;i�jned arid seeW by Walter A. TiNt, Jr., P E, 3. MISSILE IMPACT-REMI T"N -E. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. MNID LOADS RESI$TA - � - N_C.F_. 20 Gage Gaivanized Steel Storm Panel has been verified to sustain wind pnessures. Maximum :)Iinal IeNth shall boas Inclicated on sheets 8,10, 14,15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.O.). drawing No. 20-176. Maximum Anchur Spacing shall be as lind"Ied on sheets 8, 9, 10, I 1, 14. 15.17, 18,19. 20 25 arld 20 of 26, of Product Evaluation Documnt (P E. D.), drawmU No. 20-176. 5. INSTALLATION, Installattun shall be performed strictly in accord ince with details indicated an shee%3thru7.10thru2O,23,24anLi26of26,OfProdut.AEv,41ubii�in N.cun,ent (P.E.D.), drawing No, 20AIIIII, Minimum separation to glass shall be as Indicated on sheets 8. 14, 'IF, 25 �ind 26 of 26 clf Prod,ict Evaluation Document (P.E.D.), drawing No. 20-176, 040%W10111111", L lik tk 1-144 ""', , "Y ......... o' ,,, A . . . I/ W, , :P `P Ay . . ` , - ir _.. \\�,ENS _ - , e ..... I I ­ _:�t . % ­V-81! -1 -- , -No. 44167 -3;/7':o� - * .; At ,/ ,,, I * TATE Of .: Q-' 4 - §��_- , tv - , W,-,' ' - ,r i3b, - (��,i � _ 0�, - itow - - ,# I ,,,, 6- I. 0 iiO "'Y ­ ­,� sF " � sinllj��_`� ­,, I--- - GENERAL NCITESF: ___._ --- -_ -_ --.-, 93) IN CA3E THAT PRECAST ST(W. CA PIRIECAS- LQNCRVE PAWS S-UCC- I- KWWI V,"Cl -1 ;I',-,- QFM 'HE CY" me 21L MINLOMMMNLJMDL-Mmi%"= C(ISTING SIALL AtIC"DIFIS SHII,11 BE LONG EWN.G-0 TO REACH 44 MAIN SVFr.KT1JW TV-41 1­"?t P,NNJCJS . STOMP PANEL 1"-N^ ON TI FIFOXICT (VALUAWN DOCUMIEXI M[o) HFI5 KEN WNI'rff, (OR r(ININIAtki -0 AVD40WA SKF,IjL BE AS MENMY*CL ,1IF LILI) ANQ IN 02) ALCOPD�,E IV14 'ME 2WO 111,, F�,',�'�J ,4 7,1( FLOPICA IWILDING Cone (C) M-Cilmiu&-tam WL.V1C&x_AAM:�;._ - 0.35 ul 'R CrSeT"O ,I)I_� 1­1 W NTI.I.111t, AS PCO SErTFFD4 162100F ISE WOW AAWPCIVEC LCICt. - 1/4-0 WcON ANCHORs. AS WhurRe-TURED W I I A 8L% Dro, -W� ,V* WIND V10 A,% REMNLO-0 III INC JCAVS=nOk WIFIENE t"M %FF,FI *%I Or W�;A,tf`Zl Jih,,� - #14-10 POJ41UAMTE FEMALf. M Ahl ILAFFIMMAIT PLUS AN010FtS -5 ­.I�IURII , C11" `rNSIPLICTION FFIFIOF I�,N A rl4iC1KNQkJTV rACIDIR Xil�Oft "NO AWE 7-16 00 SHALL NQY tXCFTC Of ­tit,N I � A.I 0; - 1/4 . LAC SCOCITs PER 4 0, S "A5,Gk PIW0,11FICE NXIIFF 00CArED ON SHILEIS 7 IHRU 11 14, *, 16, Ili A, 70 - 7/10'. , 1,/0' MC0.1 RUS�IiW Af MtPaVlft gy ALL VCRI,,i Sr.w,w D��T 4 %%L�ri CFO ' C � IF DOW 10 Werf 114 ADM CONDITION. LFLI�Tt r4W,14 ~ LUFFD' DICIFFIVINIff'I PtP kSCE 1-$0 C '; UNK-M CINFCA�E' `LINCI WiIl WOW Of TAKM ­:HGFIF�, �FFI (IF 1 1/2w AND V " Elm PANCLIFATI 4­..�, 1 : 54ALL at FIRSTRIDDUCED TO ASD OCSICN WW tOKITS it" W�I%RtYCNC :,ON FIN 04 IN URVEA to 041 PM,Fk-f 111CMALIF ,P I COMPARE NESA W/ 6" t4110) f,*rU.-,N -ES�Uff RILIWA IXW.AIEC ON SHF) VS I I)NIC0 14 10, 15, Ilk 11 A 20 1 � .:� VONIFI ­ �-WAVII!l lICNETRAFFON Or LAO SCREW. *V0 H,i 0XIC, iYFAM( .90 Sllk� M - 1/1" 40 "EADO IN OPM04 TO IRCRIFY THAT AMCtFCft (N THIS 0 I 0 AS 10TIVI , IFFEWL WJ; ,NR N FRIS" U, A SYS INCM1A!M 0 XLQWAKI "" " c5s OR MIND LOADS IFFAS NQL USED IN INFloft AWLv%S rASCENERS LpAow. ,c *Fpx�_ .IA5 pCF-, ,,w�PuRn LN 9VWU,&TV.1N "In '.TIPr,.Q , , ', "" P'ft. OF. CON11110" As PAP � tttl�- ,1:� ,ilitwl', PENICTRAITOM ,Fc�CIWANCI VAIN N.Os� 20TIL I C') MPMAOU I`CFQE 17715TWE Or LAO SCREM, 1411i WOW SHALL BE AS INORrATED it, 1-It 3hA*,,, � STORM �FLFFQ.Lt, IFLIJ,.All FUN IFIFILIM4 AND ~, RESISTANCE 03 SUN VCWKr, IN ACCORDAINCE WT-- -f t,-, A:t Of T14E ABOVE MUOPOWD CM Al PIP NtOW�xV tW,lh(DNNG & TESTING PK RERDIRIS 96-50. 96-�7Q & 96 YSQ W � 4) M~JV PIDICNIATION OF ill= WJSP04 SHALL RE VA 1/4* 9-2111 SCIW" USED SNAIL OF I I /2* �­, WN v, , , ,, -201. FMMWMN TESTING VS INC REPORITS J45� , #Ili* AS PROT"S TAS 745-2W AND TAI S.IQUILD s7UCFCO cop. Am I* wawm COP WAI M". "a STIJCW AS WELL AS AMERICAN TEST LAO Or SW7H FILCACA PIP )FIT OVJ719 31 09 A!, P(.K TAS 201. TAS 207 AND I I TAS ?03 SIANDININD& IF M CASf IHL1 OKCAW STOK, OR PlNEC" COMDRrTT PANIL,�, sI14C,0 ON KIM, BYWITS BE F6*0) ON THE EXISfe', � L A.,1111AMUM C"RtrS*d TO K 0011I AUCY AMID TEMPEA IvkLLS.s II!Htow:.4 H.�qo� sCI ICHIT7 2 IIMFFI ANCHORS SHALL OF LONG ENOUGH TO REACH IHE MANN '31PNIC11111fir eI WrII PAWLS AM�HCAAGI SHAC� IF -5 MLWMW IN C 4). C 2) J, C 4) 1 ALL NLIJIMINUM SWT WCTN u1bro AT CLO%41E5 -J4ALL WINE )105-Hl* ALLO, � (U) W-?�, SHIA, �r! IFFS"011 F0,A)UM1,1. 14, Oi PHIC REM&NWhOATIO.S ­0 SPCCP,'CAT'�� "; "'C. ANcNo*S MmureCTILFREP I A ALL �TIELL WW 1,10AL F,,4I[t1, SHAL 0AF0( STRILICYLINAL QUALITY STEEL ASTM A-05.s I;AA1.1. �. 44VU4 C -80 Q,`NU,CANRzEO, jqli� nisioNIDITM w,rv-'%s IF - (AFTER ROLLED) 6 PANIEL -, VAY M-30 491 INSTALLM W.PPLIGNIAL.1 10,�% N', Ns7AL,AT*N DVA" SHOWN ON SMnQN 1, r,R0--l�, 10 !14CM I . 1.111OUGH 6) &XUPT 'MI HEADERD (1: & Q) 9 L4LL W,1 81 - `0 " 5 ALL SMINS TO BE STAINLESS SIM 3U4 ON Pe AlSt SLAV �* F�APUIAIIN RESIISTANTIC COWED 0,411ION 57LU �, PER Oi-,Wla , W. MID "AMIN AM K Illn TENSILE SIALK14 6, VViLt C�OMF W/ FtOMOA IRAD" COCj 11 I' '�OLI N THE WSPOkSOLMY OF TPIE COWIFFACIOR 10 VMF'Y Tit SI ,,, ' -� ,Cl,��Ilw 0 RE SMILITTER is TO BE " !,/,So 14.. �. �. 14 " ,.� ,I. L .. ArWIFt'r, TV wFirt �"Ffl ANCNORI �Pi WJM SHALL ONY fif ArTA(Att� U ., %. � 1, Uk leom fRANq I VFF1FI I 0 SOLIS f�l 1­ � , �'. " t, ,:rl OP At%N 300 +ATIFFI,, VAJIFIFFEEI SIM. W" .$6 ., ISHMAl "EUD ;4� SIRF � iO EACH RECLIFLAIR STORM PANILL IFT111- LW.H' rh4A A .P 114COUrm 12' 4", AS PER SECIOVI 1, I � A , 111V AL'T'"TNES ON. I AreCTIM to NA" SAN,L Fc.­, " & 300 04 $1,41111is .. 6 * 12 FLLSPI,�Im,, !..., -VI. k LCOftE AND RE*010 A50OU V4F,PIrd t 11� I' T110 r�*P LIP 'ro � N, A, TENART SECURE PANELS WITH APPLICABLE REINF(ACELIN41 CIIA01OU PEAMS OF NARRITCANE III � � � , � JLNSTM ?WRW,SWKKX I I COWRIFFICkIP t% TO SCAL/CoMAX ALL 94j,j4 CiA&F,UFF"r EDGCS WHICH REM00i IN ,'­T�, - ". � ,- i I ,, I ' 't TAPCDN A"61ORS AS MANIA, ACTIOU IIN 0 T ft 11N,,oLI,It,A, 04( �MII � I L � ! I I,' ­ I ;-1 ;��i&IAUUk 7 -E UIXINIL ir " I't NY MMILF IRAN MIRUWN - 1�4 � 0 . '�lb 1.11 - IN Q4, -Ow�. .5 K~ACIURfr By DIOKLT IMIC (10% I'­yJM 0 9.) I - 1(/.'* I -�' ��,C -f PNF,I�­ A' INSTOM)ILi) ITY ALL P~ SCRIIII, QOKt & SPI"AAN", ,I 12 STORM PANo'llf"AII I�L L'IMP"', .,"4 '31(1. ,No1CA;EFI IN - ­A*VJI. 6-� JS N� BUILDING AMU ZCW41%1; lli�ILAIV­ 1 P!/4' 3000 P.- i FORINFIXG By 16 JLAISO"OM INI ':�RNII '� M-P-LO TO - INN, 14-10, PIAMELAV.3 ft"* a) 4 PANFLMAI "i n AWHOPS. IS MANIX.CrUFFIFIED a, ELCO CON51k:K 1� -1 �,,,, 7. 11 (6) TM PROOLICT EVAL(ATION OOCVW!0 JV I r- � OKOAKC- fr� TPtl', (10,­ I ,!, 411(hir. AMD OCCII, him INICAWE ,ftIONMI,?I' I. 1;.33% V..) U.31P A SITE SPCCC�X PROJECT. , 9 WHERE tit SITE COFODYTIFAw� III I R-1 ! Ai P I J ,(VMM I 'Will C TAP-0111P AMCWJRS, AS MN1UFNC1L,ftf� 61 '�� .- 1­*­-.N 1­36CO &�) ,,, ;0NIFFIAC7011 TO BE RESPON%W FOR INC SELECTION, MW.-V ANT, w�'.a A .w W�UCII tirf SOFFIT OF III15 L"­ I k)) WOOMM OFFIXEDMENI OF 7�oh AFIC400M ftT,', PC AFE, t,­, at�t �� BE - ,V41' 2' FOR P.W.NAW FIVA ; 1AMED ON THIS P(D� PROVIDED 1CJSHE DOES NOT "%"Tr rRnk -, �� n1D,TKPh% D17TARETIF ON t4l*� 0MVIPE41 , Q Afte PARICIARLIE PILUS AND I t/4' MR CF TAF-IRW W'­­ tOOSYRFLACTOk SAFETY AT SITT r, THE CONTRWOF IRESP,)%%S.i" FIJ) CA" -IN h S060-SET, ANCHORS SHA- Of (WILIX-A.1, ?/FI' N!'. '�­' �-.411!�, ,C-KRM NO EUKDW.l NI, lel INS PRODUCT EVALUATION DOCL-AMY WRA BE GUNSAXPET, IN�J;; IF 1A,X 01i i� STUMO SHALL BE PERMITTED 114* FF-20 '9M.MS VIEC, 51.t W '.'.' 11-10 0090itim 910" 57,IC.1CQ fM' : MIT, 1, waak" MR TRALL,S WMI NO STMO AW NNF� Iff- �W,F(Flt? �! W, - -.W AU I.VWJ.'VD SCRIM .,'Q IIEAII 0i SITE SPIDDIFFIC PROJECTS Vski 61 PREPAiln ICY A FLORIDA REGISTERED ENC.wik :& �L,­,-,�� FVH,L­H VILL BECOME t� W1 %F wee, NUTS MONSON Or ACCORD (E 0 R ) f DR I Ht I'I00A C, AND WAG Tea K REISPoh-vaLf ; I � ',, I OKKII USE Of THIF Pf 0 ENGINEER OF RECORD. A -CI NC AS A O(LEGATEO ENGINECT, 1,- - I N 1 14 CASE TNAT. PRECAST STOMIL. PRECAS1 C04CRCTE 11�1�% �A4Ps ­F. �', OR WOOD 90AAM BE �O,LFNL � '.1, OE-D DOMINEER. SHAAA WHOM 11) 145 Antlit t4i VFC SPECIFIC DRAWINGS f(W RF.1Ik,FI COSTI"IC FIN111. 00 FLOOR, AMICHOR6 IJNAU IN ,A*6 I1kXFF1- IF,) P" ,, 4 .Q, STRUCTURE BEFFIFFIL, ',,I'.,- "ANI's ANCHORACDC SHALL ME A. .� Mor"M IN A I) AN:j IN A I L � - '15 pro SHA, BEAR THE DATE AND CAIr'NAL S" e4y SK4,HTURF OF INIT PROFFESIVIIIAL 1 rw.0410511F IV RECORD I"A' PREPARCIP IT (6) 1(L.LVJMFP_iA8QZ�Fi, 9-W-19AJ. *TV C-11111 . t 1,141V MUFNI0A(­VIIRf.RS Ullki SPALL BE LOCATEC, *4 A AL".- ��IIII, [�,A­4 AT Stcft . :14' 0 tAlNCYY,i ANCHIM AS WARLWAL'IVM 07 1 1 6 OU(M dM, P,,,I,. ;­'r0p IN .Cf�OKVACE MTN SECTIFFICIN 0091 3 OF flOWNI PF,Fk!,,II,_ r,�,-. ,,� ! -1 /,� , , ,`a, ,A,­,m ANYHOFRs. pq MANU,rAC,n*rt BY DCOMI P,C (-, I. ", , . � � S-v, -I, t4ArCI too fvrBY OPrNING LAK11w, TO COMF MIN, SICIFF)" I p,* I, 2 , � '1'I4L . *1 I ' '111.1, III AN11AII AS .�"'I.TW By ALL POlMl V TV IN I ,�*, 2 A 0 rr� /4 ,/, R a, 4 1,0PILA 3"'Li-IFIC, t0llt "A" , FI., ow 0 ." FrS fAAWFINC; LIMILL ONLY at, VSED TO I . - NIII_'D NUFFEILMAIR rILIJAI 4: �41 ;'AWLW:� PLUS ANCHORS, AS MANUFACTURED 8- 41.1 - '�',,',DNI 40"Ons MAIN PtRIAn', " THE SVTATnE OF IFIC.ORIDA 11111--__ PAOCKM (MIN ( � - 7,111 F, . � : i/d� @ OF rNP-opip ANCHORS. A,, F,,h,, -I, q, rFFRe_rAI;I L,opPORMICH .� - -_ -_ r, I .ilii " , - :. ", . I . 1, ,I FFFFINN- 1-1— 0 -0114 ANCIORS. W'O P-11-11', 1,1 -I' ,,, , :," —. 0110 CHI . . . - LORTIDA GIALDING CODE �"Igh YFFHotil, M,,,,,I,1.* Z-0) . LYI I I `- __ F .CCK% jNL �NFAF, AT I 1/4' . . � F '/ - - f % �0 .11,04 � I It 70 GAGf CALVANIZED STFEL STORM PAN[( �. _ 11.21 CALK-th "­n- �1- QFI� *IRS 5-6k� K tWKDOCID I/ir INTO INFE � � 1-01 EmeM .4 167 �, i I - - - - ­ - ; ,it CONCIIIETt - Term STUCCO Nwl IN WiPHF'I7I,r '14' 0­24) WIFIVITS, USED SHALL BE I s/;- L,.%�- FIFFFNFIFAFFF:osmov� 0 z __ � - ,--- ___ . � . , -rS, I � S EXW. AND 1, 111110001. F`�q IFH,L,_'. .I-- W. ISTIWZO T 1. q_--_T.---.- 11LIECO... . 11118AL PROTECTION PROMIC I . ,,v - , , . . -00 IV 51 STREET __ - _. � � �i I . . I- * 4 33" IF .., tj R 0, - , - IN, - .%alml, - ­ -- M /I "It'. U, .. - 16ft FN, (�)OM-&Ml 20-176 , " . - INNIFFI-1 .. . - � - i I . " AIA - (AFFIFFIN I , __ - r- - — I — I - Vk - .PN.,1vCFFNoxFlI,1CN. .. (A-10W I " -9 __' 1� I *:!�, 0 ,. . ­-1-1- L -�- --,r , - -] % __ I It Fj, , .. 11 Ul� I - - H � �__ � ­___ ... ..--..-- __ __ _ ­­ __­� INSTALLATIQt.4--I)fJAU-5-EDIL--RL-Q�R PAN"5_11-4--a ; INTO EXISTING P-QV-RED-. CONCRETE OR-�;DN-C-RLU-.BLQCK--$-TIW-(�T-�U-RF-5 --- — . I INS ON C"FINCAE'll .10CHM . 141,11 I YNAFFIFIFFIN 9) I I. SC. 04 __ IF CoNcArt M.1cm 1­111 6 '-A.*- V \ - __... , , I � �� "'. __ 'Irs"NG PoumD � � - (sar sotimt cNF -- , - — - ,T)I, ,:�, ,:'11.`At7E -coum \ \ 1 4 I a-aln a PoDuc. 0 " rx's7w. PQL.w � , - I . 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I ��iiliFFCFFLFFFFP - 3, : _.,r.f � .-I, IFF.. , w_- : PAN, I. - - n, I IT � — , eo..c" W. . - i , � - ia , r IV, - : iia, -, � IF tm.. ei,­1 �;�IIOK �, 4, : r 00 _ - � C_" c A lic"' -oft - 'r ,­ . T ,_ *jD4m 11 C_ I CONCRETE #Ac ,�, f 'ACIPF., I. CA) , - "I � .It , .' svw ow ISIDE siCk(I film samom am 1" P. R, I as sc-,( a. s romm" D) 2#4113 a "_'­ IiI -als 6 boKktm 0 sHirt's, a ,,4"�r, 0 WA6 11110111111210 NO %�w"AtovNTIH IPTING, ALtERNATE fiffig-111199sm wm.li Sr a "I RR"id- I , �_Aa 3/8-il- lilki , a... ,-N� 3/l!_l* : __T Ir � i I , E�D - EDGE DISTANCE I I Mil. 1C,111CIP4 I I �SEC SCHEDFULL ON . -iim. '-=. I I 01 I i s", Its 6 ar 9) � ; . QUNNL : J I 6 I I I , � I : i.--.-zF­. NOTL FnR COUPARIDN.Of S[_'JIQIF�� - - I ! ( "Aw vw a I . I I I'll I :6 .1 �r - :1 TOP III 80TT04o wl�j"Ks �Aitr I � I I 0""I"ll"I'AII COMBINED IN ANY WAY IC, I , OL I ! 1% �ICS�Al CATION * �-- � 1-14 � _. � _�_ ! . ,"� tA. -A :. r, '14 .;,� T ANY ... � T , I : 4, I� I 777I 't .. t�c .-N : rxslm �� PoLow _�/.!` 7 , . - � : ,. I "',$.-IA FLORIDA BUILDING CODE (1,119h ViWoOfy Hur L-ole Z*rw) "oNclim . , I . tmft It"C'm MI nrojpu� - � I � I J*j * : I 20 row �,ALVAWFO STEEL STORM PANEL ..;� . I=,E - � . � I " I �. ''wl-mu I 'IT ," '� ATE �; .- : * .J!Sh, - - - ____ . ­ win/mo . . � IF r.aax. IF) , , - 1, , 44 ... _-_�_-. c I GLOBAL ROTECTION PRODUCTS. U_C.__,.(`F01` i . (1171 _ ... _ _ / "�" "IE rO I. I OKI$ s. %, mRFr CIEN Mir AND JIQ OUNTING , 7.11 - . i;r'T'W$T;R -;-�,�Ntexom 4 _\ MINN. m Im'. : SECIKIA-7A NAL E, wli.. - ..�.. 'Z� — _5 `­ ,�-Ailo-1.6. I- "wt.m7 20- i 76 1 ­ teft 1 .�_ - ... 111 , .- ­ I- -_ - SCALE 3/6., It 1. Rr.,FLA%NFC%mEAFACCr -1- - I'"' liv�__21�!� - I I I �,P , . , IF P1 �74_ � R'.."I _r J=:� wev - w 26 - ______ ________ ------.- - - - 141 I ] E&0_KC1rNAL%J ... Irf I 6-MATERIA1. CHARACTERISTICS AND SPECIFICATIONS: Shal be str;cdy In accordancA,, with General Notes and Components indicated on shet I 1. 2 and 22 of 26, of Product Evaluation Document (P.E D.), drawing No.'(i,-176. Anchor specifications shall be as indicated on sneets 1, 7 and 21 of 26, (� Product Evaluation Docurnent (P.E D.). drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USF.: 7. I. �',hfill toe strictly in Compliance with Gwiurcil P.Oes No, 1, 6 thru 14, indicated an siseet 1 of 26, as well as General Notes # 1 Irini 4 and 1 1 thru 16, indicated on skeet 21 of 26 of Product Evaluation Docurnent (P E.D.), drawing No. 20-176 prep ired by Tilteca, Inc. and signed arid sealed by Walter A Tdlit,.Jr,, P.E, 7,2. 1r.)du,.A may be installed wittlin HIGH VELOCITY HURRICANE ZONSS as defin,A on section 1820.2 of the Flor,da Building Code 7.3, Product stial I only be lnstalW Into puured concrete, concrete blf)ck. and wool; frame structures. Pruo, ct Evaluation Report pt epared by Waller A. Tillh, Jr., P.E. (Florida License No.44167), President of I ilteco, Inc. (Florida CA-0006719). F,01,1041011#0"'i 0*,',i:jk A. T1443", - I,,, �� .. ......... ?,/% V. ­ - 1P 5, Zll?�.. r,EnS, " %. - . IF S� ; - ' I. t z_7-­-----F - %j 44167 *.. = .i� . . - _ , !*= . 1.0 � -1 * .. = z 1_�I.e�3r­-*-d'.. STATE OF .,',,z51 1 _ _ . - I. i - - - - 1k, �_�, - .. OR19 ..-* I Z*0_1 . -,,,. q­.....'"'. "No S/ONAL ,, �,"PliflHoloolik YFFCAU O;k TIL 'ECO AWAON HECORC-R � F E RFPORT �11 I Ok OW PROTECTION PRODUCI S, LLC, 20 GAIJE "IF10I STEEL STOWIRANEU DRM*20.*r8\R1,'1UAT 02CI-01211,01 / I I , `FF_1 �TT E _�Co �,N C - , �,"I"i"..i. il TA WA LAB R A � TILIE. JIL, 11 E lilte" JAv.C4-IlF PRODUC*11' FV,VL,V 'P 31 IF r At 4' . -AI'IQN �ft . ., -QK[ 0­­ LlC*mHFF-,y., REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PROCJCT SUB -CATEGORY: Storm Panels PRODLICT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 010ml Pirmectlop PrQduct5, LLC 4BOO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report issuo by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 51 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation This product is being msued an Evaluiaiiort Repoit a5 doscnUed hartim, and has been verified for compliance in accordance with the'2020 Seventh Edition of the Florida Building Code, and to verify that;he product is for the purpose intended all least equivalent to that required by the &e. ThIs Product Evaluation Report shall be subject to review and revision in case of a Building C�ode change that may AHA('t ds limitations and Conditions 2,-EVjQEN � � � C�E $1,1113M ITTEQ; ZT!, PRODUCT FVALVATIOFIN IM.111,11111012,11,1D.); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sneels 1 thru 18 of 18 prepared vy Tilteco, Inc.; sIgnefJ and sealed by Walter A. Tillit, Jr., P.E,: dated 07127,?2020. This drawing is an mteR,sF*'r!`71o6,J,h,is Evaluation Report. .,,I; v t - Q,'% . 4% ....... I �) 11 -1� ,\; .. I, , ,,� , - ' -\C Elils, " - ',� 1 S -. \� e * - '% � t ,- � .... 2. -.4- -­Nn ";16- '. __ -7�, " -.A- - - - " � = / ,Y-e,', t-*4-t, * ____ .: * f — I - S -�q % _V __dF , i � -'- ATE ."AI zZ . <'; - ' '-,'05�- - "�l 0 R 00 - ';;�� ';� - � N "I NW��'iiiiii, ` C5 I 6155 N Al 361h SiTeet., Suite 305, Misinit, i-lorida 33160 - Phone: (30) 87 1 - .. -1531 � . ­ - .— ...----- ___ - - - __ I - � R & LIFE SAFE.TY STORM -PANC45 �-ALJC 1/2�0_) - Is im" (TOTAL WON) - I 11 ,!� ,,tr�) - - ,?5oc- LEFFECIKet ow,w) . � . � - , .�,I . - I I - I ".W � -1 A-'e -, , , - ' 3"O' - ' 5001 I ,r, N . I!" I 1) I M, 440L r'" , , 1;!iW I 'IV " " I ".. - , , I' � �,,<,' ­ ". "`,��'20!W L"t . /7"._- " � ��, I LI /I --r­­� CALVANOM STEEL �11,,,, AM A-963 1 O"A" w N" / ,;,. _­4 1 � SF lk,O- . i5A� ,.�,\ I Ifty"WED STET � I MID CA / � � 15 K' ", ?Fis? ... 6 � - 60 �kv "CLIMED I DC( . , ,�, � ,kp� 11: I ,,, ", " IMTVI A=I'L, \1, ' / ; 'II10- ��.-' 4'e" I , ", 1, " TYP ',� , I 1111-11, . � I I 1~, X 'M . / 1�60 Dkv . DETAIL A I IIE)ME'�o EM , / \ I DV#A A� I ZiCT., - , 80 � . . \ , ,---/ � DETAIL A . . 1 44 ft . - _: I L 1'1�,_J � U1 STORM PANE 1A ENJ)__51Q.P4_?ANL1 1 2167' .. ! 1. . - -.7.; �_ __ ___ I - 1� , - I � , �i i� I, -I.wv I . 1 AW IF. I 1, - -"!!: I ­ , .1ho, - "I". ,� , , 1/4-. .11 I ". SFFNS W/ 1W , I., , I . I 4 0. , I — - -_ J - - I .I-- I S's 0'4 NNn. ri S.L 111110 RNICIRD I �, 1 .�Ow I . J"., I F_�__._=,� , , � M OCRIC 0 'a '""' 0 .-" 1 - , " - .,. �- to 08' . __ - . � __ __ , I , I , .I 'p, . F, , '� 17 1/7' CC __!�__ '- -1 - � . I J 375 . ?03 , 3 , 41 . 11 1 ,�' ;, - - I '*�, � w I �� I I -1 023 .�! I I I. , �32, , , I- . ." HL.W r, . I 1 it a 2 iW 3 t , I r A,�-_ ! ,,, . � �' � ! - - I ­ . - ­ : "!, I ,,"., _= "� � _ I , ;A: ,:'' 1; " W... I . 71 1 'el- __ _;_"t.� 11 I , 111,u '�' L. . I -6 11 I I r"I I -W< - �­ I � I SOD" - I ."I. - M 2 W-M.0 YJ M UT A I L A I ".. . __ I OOO` . : - - - . FICIUNCI CORNER 0 i4n, I!r P�Ilft � - W, - Ili . el," 0 � CND Lip W? -EMUED txc i I � . , ?I -h- HEAQER , . "IJ." H(APER (�) (�) ANGLE �1 AULL-vit-am (�i; ---- ll� (NLTS� I I VARIES �/'%'T - , ; 21'. . �. , , `0 TOP LDGX � . I . ." I 11. - ON . - ­ I Ii 1 . �Ii . . - , , . I I ,,, W F`FANCL ­ I ,U-.;--. 110, I . . . . 1. i � ! I .01'% . I 'AT . I I F, -,I - �,'.- /--,7-- f�'� . I (� I --. I . , , I I 1: , I-T, , , * I C I :�-_ ., ." , . I � I ! I- �� 3W, � I � 06.5, � . 8.'' . r -, ,I, � �- I "'. . -%. I. 1.11I.- I . .T I I 'r'. ' ' 'I ' . _! I" , 01�- � I. 6 I 1. , �%c , ­,,, � I vo, -, ­­ - - �957' . I I I . I .,�� - i . . I 1.11 I _­_ I 060' i . I . : I I.! I I ­ t . - 00 1 � I CIN., - -.064 I COO_ � 1 �5) KEY HOLE WASHER \\--.6;. _ - (T,,T,F) . - -, -_ 16 ,�I "r' -",\ I 11. . 7 -117- TRACK (,I,) L.LAL-ELAILD � . "I � - - _TR&&_&KfALE toA)r 3/0 � � _ 1 1 0036, tw, I - - - Ill f,­ I WITH ' .11FIV I I OALWHIZEL SIECL � , _� I I � - ) ) ps.,!� ' �� �:.TIII " : , .,( ,i�"��Et` S,, '-'.\ ............... HH, . , 4? . , R. � . " '"' I -/- - I , � - - - .��,!? 315L`0 P��,.,-. am'- . I z *. *. S , .k� - - _i .52 � 5- "', ­ :2 1 1. I I i I - I -,---,I— . * F1 04I�iA POILVING CODE (Hiph Valoolly Hur,IcGFT* Zone) I �,., 'IF I :_ * : * . I . ­ ?" "one. - . -_ ___� _V_ I ­ J'A�NIC HICKEL Of INIFFIL, � �TATE Cf . 4Q� o" TIFFNIFF0. W I I I ZINC" �1_ '- iil,�, 10 4"I'D NUT 11 �� -:� . %. I, 20 GAG! Gill"YAW710 "`T;fI. VORM PikkEt CeMeN e, I I "N'01''... IF to. 01 ., * to , # . . - - __ - ____ - __ - � I 11 - - � . 2 OOO* - - KEy HOLE * , Iz �` * \, 4 - - - GLOBAL PROTECTION PRODUCTS, LLC F "'D.? DETAIL .1 5i,,, ej� ;FF -P. IT � . I 3niq —,-I AT PAKEL 1114, --.-.- 2'X 7'X 1 /4' I "Him, - _r" Real s. 5, V.w � 4T~f-4LY ,5[ WNC 4,11 */W1 Qtv��_e_ .5T. WIN." - - — ANY . ., , �F, 20-176 LAI JIMIRIJIM ANG IFFONOLII-C _54L* V`/ ADM ,.fth / - VPFIF`�Fr_ I- aell­� .. .C.C. (V,"-�� r. (Fill.)MO-Irm- . 7/r.3/32' �(. 437411"ESS ­ .1 --- I - ~� IN, I 151111 01 -.IL P.M IFFICIII) --ft _.�.. " IF --; F—__� - I -11. !L-- 2L� — '10� I 1, � - I - I - 1 : 1 - VNW I P, " ­­ ­ . __ __ _ - - .- - - I . ._._.__­__­­_­._­ ----.. _­.___­. . - ._.._._...­­_ ___ I . ­­­­­­... .....__­___ DO-9S 411,W__ $-.DETAJLS FOR t,r5T,ViAT10N -IN, POLF 1!151ALLA LQ-I-------. 0 Q%CWL T N..0ETAtL5__FQR REGULAR PANELS(l &--LA . NIQ_fXl $11 L4 C, - P QU R . QRn . EQ__Q9NCRETE OR CONC-RETE BLOCK STRUCTURES _QQN I KCCK OR �� IN— IN - 1F,NtL_TE It.41 ILI 00NO"t"Ir .NCH01,11 YAUD FOR REGULAK-INIFE 5ATTTi` P! I, E--Z. HANN15- _$1Q%LPAN0__5)5UM_ 4N,,I,WE MA as cF up -ow Isla SCNDPLL o,, a4S%-41y1­ 1. W Saco" 00 IHM a & 9) SH" a r�RVL,Q,, - .- . - �, F I U. 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I � - sunaliallim, I I I ­ V. ,... _- ­ - , , N� FeNeo. — 1-0 . —Si I I I , � [ I � I T e ;' "', PAR. : 1 14, III. r. - L_ -_ �--\ ! I : : : i I . L'. 1. llft� .. .1 �. f I I I I ,/..Vu, I : .- = . - , r =,n - I I I '. 4 I - ­­ ­ - I �' 11 I I . I . ! I 1 .7 - ­ . I : ,I I r_ V:�;: I . 1.0 � 1� I e _V4, I -, I I I � � : I -, _ _ ,_ rIS7 .-A. I E 0 zg� I- ­ ­ 101w, 11 ,I : L COW W., I I t V 4 , , - C&1L _Q &AAW ROF11 " I I fx,T,*. F­­,wr QFNI * � I 1r.J - I.. - CASE D (PLAN CONLAIM ",11 4.��._, � S� I .1 0 6. 1, iC- I - I ,,.� �J - 1 1 C r I ­_ - _. - I � 11 I � � R.00`4DE Ift�­ I I I CCU RED . I,_ T/,. - ib�I, "Y", ,,, , ;;;!S1_%:X%_ _ . . __ ", r ...., -am - . . ­1_1 A . ­ I � .Iz� .1.1.V`IF, 4%;1V =_ - MI: ­ , _­. . 4.R = !- — F� III.% opt IFFAMELIPI't I ry .- .. . , �J 0 AND ILIVILMNY IC.CRrTT I.KHORS I .,"I"'PIKA 4 �� OR C' FAR .-D" I , � F�4 � --I . I NrNiFo,LES Crit'. sc,4�1 a" ON `­,­i� A i-wxo- 03 ! - ;,L*6,- - It �, r� , goo- -1 IF * IF � W Ri lit n NTiNG - -_ .. , ­ I " I / %:II: . ­, � 50,0, �A_A_V') &&� ­ NVIL, OWL* �-- I .1 1� 11 � __ , 1­6b ' 0-INNO -0" I 'r'g- " UACJ $/A. " 11 . I . I I \ :: I--- =; I EX" - , - 0 NEV r Mor - NFACE$ IF E.D. - EDGE DISTANCE - ____1 OPILN"I, I, TU I. I IF' - (1) - 0 14C ALVII a' OR . FSEE .,(:F1E0LJLE �v, � GM F (PLAN) %`DOD a" , � : I 0 & 2� I " _\ .4ml I/Is.,- _J "ISI.0 'ftlkLl I WOW PLATE SPFICIRC I / I I , 1, I I \ * NEW 1, WIDE . VARIES , I/e, 11101�_ AF 7 ­_ � ALUM, TUBE OR I* . �ARJO ; , \ , / /_\,__� I P I *000 PLATE SPACER ; TOP & fii(il%lw MuWLNGS CAN SE 81-1-D MAC1, I COM90,10 IN AN', *A' IO 'JI7 ANY CASE L21LAN� XP. �.Vt —.1 . NSTALLA"ION :So SFC11�41L 'A ___ VALE 3/16-l' . I , : --Arx U, ---AF I . I- _____ -I "' , I'- ", J_ � I , I - 'I A .t. ; 6 I -Mr C - _: I � I 11 .1 .-PFI:41",�,"'s, 1 .­F Dr.,"., PC`0*47) �_A 'Ile .... - __. 1-1 � . Z;z�. .Cw�. I " ... 11 FLORIDA BUILDING CODE Nil h Villochy HUrricarile Zo" _ 1­1 I ­ ­ - CONCRETE UP - NNCOF -limp'," 1%, X � " , 11� �6� , 4 -,.-!N --,-,-, 1- ­1_1 � "'. � 1ITM klrlto, Mit � COW -OM BLOCK 1- = mokom 'Him �, 'i P,I L11r. . . ., �: 11� I , n CAm aALyAmzi �Tru votw PANr� I PP .­ nowlin) HI ~ : %o' 44167 " � MY i " � il ��:,,� __ _. _ . . ___ 1, ., X6 SECTION XT!X = III 4_s�� -"-, .,nN,,TFlFFlFF SCA�f %/8. " � *:� �,� � I. ­�' GLOBAL PROTECTION PRODU�Ts. LLC .11 T; _% - � Air �F, ' � C D0AL1L_EQ&_VAUM_REQ_VJRED AT TOP 0 , ;.,L � ?/` I I L I E C 0 .. " ' `FW I.. $1 r S_r 0 -. , , _ , -­­Pi;W-i-6;.NiCiR­.e­ce W--...V, VFW, 'I. , ".., -& ;ie -. 1410, .If " , _� 1w M . . . r, . . NF%FF. MFFF` . . All, — — , _� ­.- tww.-HH�. 1-.5 OQT�Qlll TRACEL-ADJACEHLJ-"-TV.UQ/W9Q.')-DAt4Q`5 " . �61/ r. .. ho-176 , `%-',,f�s�,l �� , I It , CA-0001"I's I _. ..�r��- - I , N, ���,�-,.Ft­ I, ---- - - `V"""`-- - -­­­ , -; ' � _­__FV14+7777�� '"M 1 IN TV __ __ � __ - ---. - "N HHHoll - . F=' L:" Z;%e*,L" _� - __ UCf liell IRT�io. _2Q_Q717&2 ? 2,2, TE3T REPQM; Large missile impact load tests were pertorroed under SGTO 12,09 standard as "', per section 1609.1.2 If the Florida Building Code. Und,.Firm statit, Ioads as per Section 1709.8.3, per ASTM E-310 Ti-sk reportf, prepared byArrierican Testing Lab of South Florida, Report# 0814�0'4)11 dated 03111IM2 witnessed by William R. k4ohner, P.E., E.,)ri,z Moroz, PIE, and Henry Hattern, P.E. sinc Report No. 02 1 9 01-09, dated February 25, 2009, signed and ,sealed by Edrrundo Largaospada, P.E. and Henry Hattem, P E Large missilo impact and cyclic loadings per Protoct)ls TAS 201 & 203 as per �;ection '600. 1.2 of the Florida Building Code. Test Ri4port prepared by Arner�can Testing Lab O'South Florida, ReporiNo.1123.01 I dated NclFtembei-23,20110, signod and i�aated by Ju,io E. Gonzalez, P.E. Twisile test report N,1 9CM-1198 by (Y-' hlletallurgical,)sc .dited klaich 13� 20(X). signed and Sealed ,,,,,, Frord, Gralfs, P.E, as per ASTM E-8 and Tensile Teel as per QC Melallurgic.-il Rol)L)ii No� 1 OKM-1318, dated December 1, 2010 signed and Sealed by Jorry,l,o��K,Ji,ijc�� P F �is per ASTNI E4 2,3, STRUCTURAL C-NO . ,JNfMj14.C!_�;AL(�"TI0NS: OrT24 Gage Galvanized Sleei Storrin Panel tor maximurri parw�l lc.n.glh III, d-:t)i,L;It wind load, as well 8!� rroximitmanchor spacing vs. design wind load and panel length based on rallona; ,jrd ,(.wiparativei analysis, and in accordance wilt, section 1604 Cut the Florida Buil,,lirg Code. Calculations prepared by Tilte0o. Inc., dated 112/18110and 08.,27111! (ff)r this revision), signed andsealed by Walter A. Tillil, Jr., P.E. 3-MMILE-111111111PACT RESISTANCE: Large .missile IntI under section i eog. i.2 of the Flortbi Bi jilding Code. as, per SSTD 12-99 Standat, I and TAS Z01. 4. MN01-OADARES16' NCE. 24 Gage Galvanized Steel Storm Panel has beenverll�c,,a I.,-, 3usl i)n ivind pressures. MaxirmlTrIF pon,FA lang1h shall be as indicated on sheets 3, 9, 1 (1, I 1, 12 and 17 of 18 of Pr:)Fluct Evaliation Documen((P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall ix-� nf� intfi�,pCted on sheets 5, 9,10,11,13 thru 16 � and I 8 of 1 8, of P roduct Evaluatio?� Do(, Liniept (P E. D.). dr awing No. 20-175. 24 Gage Galvanizee Slooll Storm Panel has been verffled for code cornpliati%-*4 lu work as a non-porow., storm shutter assembly, as per SSTD 12-99 Standard. ,-"��- I` -, * , ....... "".0N. .r I,,rp,1,S,1 ',. - 5 , 0 1 -� I F. - 1 , � .� . , , . � . . ::!Ii 6 7 '. -;X­,., :� 1___r ; * -A. t� * . ___ � � I �- Si_*-,_­�T1A_TM___,-'c_r % - . �-4 lir 0,T,! � - It . �t n..1oRI0,1-..',A0 I. ... \1 . %,"I'st , . - I, 0 0 "I ,Fie, 04,111111111TAW', — . — - _—, - - __ .- 9YALVAT10h RXtS1RX_NQ_2&_fiU= 3 5, 1101ALLATIOM ir,stallation sr�ali be perforroW stricT.jy in accordance with details in,,11cated on 8heals 3 thru 8, 12 thru I 6 of 1 8, of Product Evaluation Document (P,E.D.), drawling No. 20-175. Minimum separation to glass shall be as Indicated on sheets 3, 6, 13, 14. 1 5, 16 and 18 of I 8, of Product Evaluation Document (P.E.O.), drawing No. 20-175. 6. MATERIAL. CHAHACIMSTICS AND SPECIFICATIONS; Shall be strictly in acc,ordance with General Noies and Components indicated oo &hoct'l and 2 of 18, of Product Evaluation Document W E.D ), drawing No. 20-175. Am.hoi ti�p*�cifications shall be a.s Indicated on sheet 1 of 1 6 of Prodim*, EvaluetiCsi Document (P.E.D. �, drawing No. 20-175 7. UNITATIONSLA N-.Q- -CONDITIONS OFVU�; 7.1 ,%iiAll bo strictly in compliance with General Notes No. 1. 8 thru 14, Indicated on Sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 preparad by Titleco. Iric. and signwi arid sealed by Waller A. Tillif Jr P E 7.2. PtDdj<,.t shall not be Installcd within HIGHVELOCIT'Y Hl IRRIGP riE ZUNF­:� as Ceffiried on secoun 165,20.2 of the Florida Suildi%I Code " i.3 Pfudu,f shall unly be instaliev into poured concrete, ,,oricret,� bi�,(�, ;I0 wv)d f-arne structures PmdLict Evaluation Pepurt prepared by Walter A Tillit. Jr., P.E (Florida Licenst: No, 44167), P "_ident ol"I'llteco, Inc. (Florida CA-000671 (I I Ow" "Ut4C'JIlFH Ff'o I� A, , T11. � "I's ........... /,lL % � I -� I/ - .. EN � - ..,I,, % I;.- __. - . ,.---., . 1 441 , *. 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I I I __. � I - . . - - __ ­ - ____ ---I--- _____ -.---.,.- ____ _____ __ - I . ­ - . . . .. - . ­... ___ - - - I- ___ ­ - -1-1 INSTALLA _ ij ..T!Qb! DETAILa_fS�R.__F1GUI,.AR_.PANi �,'_'� 1, & t&, INT �, 9 - _51RV 1, �: L - - _.__ . Q EXIS !NG ,-,oURED CONCRETE R r'QNCRETF 8L CK TURLS _*­` (1) CD = (f) — M (3) " -0 > C- (-) L_ (3) L_ C:)- r__ _0 0 (:I) 0- 0 " r- Cz -0 n . . __ 0) 4­,` 0 (a) -or-, Cf) a) -L-f Q) -0 0 0 -0 -0 C 0 L_ , - - 5_ (1) 0 EL C-_ -9 �z C__ = - C) U_ — CIO 0 _4__1 M 4- 0 M > U) (3) L_ _+_ CDL . r- U) M 0 %+- M _6­, cL �— -0 . S:- C/) < 1� Al , � r1A * rA it or, .- .1 ­ - - ­V":,� 14. :'­__'T ,,I' ��, . ,,,, !, - PQUREO COMORM ,I\ Pli POLICED CONCRETE O� 11� I ,:�'. � ,�'. . I � ,,,�,i I I I 1, D. coft-litm " DR ;O1 F. � �Ift CONCRI EIL(Or' 3' ".. 26" S �1� (n M ,Z� ,,F�.: �, .A`FC . 111EQUIRLD ­ 1, I IMI, ­­ I I I, MI, (0- 041I I 10101.1 - � 7 14 MR, 11 14 ,, � CIA' ­ . CoNt.0t ­­ . ­ I . . - - 0,111 - . "I - III(— fm w­�,I_i - � .11, .1 D.M. ot, .1it'i, " a) S.W 9) I ___ . I 10 0 - - . 1 I ! 1 -4� - a � .,t a 0 ip . I I ______ Ilp F I I � I (D (D I . - _­ . � ! � - I � I C_ E -_ M, M 11 � - - I - . � � � I 1: . � : i � ��, I . -,,�r . I I � : . I�' V U) I I 1, I C. 0 . I , I I ! i 11 i ! � , , � i I � .1. 1111 I 1, ; r Al 11 'i ; W�� � 1 � I �,,,,-,- � I 4 ; � ': i , I I - - I I I � '. � 11 1, � 'I r M � � - i I` L ,, . - - : I .- M M_._1____ � � , I IF , � : . C! 6 I . ., I 41 11 � I I , i . I I � ­111 * * � , - --,. �l ,., .1 ""', " f & � I > I - � .", I. lii� . . , I . ­ VIFNIFe - : � . 1 . I , I- ='r. . � I I I J.� M I �� ; g I relf itwom �,._ 1 1 _ I'. 1 4 ,. I � : � . Met" 9) � . 0 : 4 ; J � I I r - � I � � � . � ;!, I I I I I I i I 1 1 � 9 " I - r . M i , 1 �O% � I J.., I - 1 Q "... - , I � I I , I '), . I. �Ju�� 2 i 0- .- I , , �,, ,,�, 1. I I ­ ; I ! =7 - 1* � 1014 ­1 . m' .1 - 5 1 1 1 — - .11, IKILTS ./ . i I "' 3/37*� - 0- * * I . . . � , ".. . � , . . . . . I � I- "'�� , i ; I :zzliz,114 . I - , -1 .;,"" I , 9. ! ,_ 1. , I I : 1 I ,MVIL., - . I i 1, -1 � - i I I �. i � . I 1 4 - I I I ; � I 0 I ; �'* M I � � � . I < . I . , � - - . , ,_ -L-M . ---I- � ! t �, � I i a I � f), P, ­_ - 0 ___ - - - ,-,.It I_. -.__4_:_� = � . � . I - , � /\f , 2 ' SOM LFFF,F� I I I f", . , �'11. .1 I N, I - : , , ' - Virtual Revi w C -XV, ,7.1-, i � OP %, ­4 - I . I ... D.IF . 0 0 . __.__.,__ ­ I Assist, Inc. ., ­­ � , I r , I (D = I t I I "I ANCHORS FOR C(MCR 1 !,. ­! �­ , , I : � � I ___� : � � I FOR WOOD u''.0 '"' "L `­j! " Plans Review com3le ed and appir ved C -0 � I J'�#--�,,'.Q i.1 - I I I 11 � - : .11r,�;� '. 1_WLAR STORM , I. &,14 , or compliance with tie 0020 FBC 7th dition � 0 P. I P�". E; - ,. � _Euwil I ��Al * 12 . A I I.. � . ' I . . i 0 � 1 ; , � � 64 F.C- � . I I 1 w JY.Debra Anna K ahr PX2300 I_ iI P_ - I I ; - , f �C' , '.. , , , . el$ I— 0MVAP � ' I, I I" .V.FFT "'L;. IA - �- __1 I � wi -,/.,­/�, -,�,�.­ � ." "� IIIII, __ .- I �. __ I 1, I . I III M O.- - CIC ./,o /-",, /--,\ � 1, . � � t 0 f2 L�7 ­­!t ­Wll� . , "'FIC _ --/"'*I,- , - , I � � . . _. ISEX SIHI 0. . ', . ­ ­ . �� ­�. V-CG1VFCF Fill S) � , , 4, 0 a) lip" STW ,� -, ,<_IV.z 0. ! SHM " 1,01,4113D Co"C"M CA �-, �'_'TIQh_A=A_C1yj�J U) ODWIN11, 11,0CP I , 4 3/32'-I' PWREJ co"Com C­ ='k III �, I. %,,�..-" COWJ" BLOCK ftwimw " (13 wo..ED Q1BfM_ANk_WAL1I_W_v1.4-!1­ DIRECT A RTIK DIR�ST. !`F!..�1,.."i1.t'!r; co I 1N.S.IALLATIgh! " affiWy SECTION 9 ­,�, 90 '_Q SC, . . , � _E 3"'J." 9CAU 3115.,- ­ "'.6i'lo.", *�" A r %, I = LU * .. ........ �1. . , '15 " I .-* ... I FLORIDA BUILDING CODE (High V0106 I ur, ca,4 z'­') .� - - , E N,�, I _ - I - __ z .. I .. : L� .nw, W '7-20 GAGE GALVANIZED SMEL 5 < _- .� - 11 � ", -,I � T "Q i 0 F 5 L 11PN5 z . ,4(), 44167 '. -r . . .. ­----­--- = E.D - EI ;1 "ASTANCE � 1 *; * ,;_­,A;A.L- - --,,.. - I - 107�241*0�. 1 I . — — (S6 �ILI�L. I T(�P a 90TI0m NFC;,'1' ", - ! r,`LFI4IN',t) I,F ANY wAl 10 I,11 ­', -ILTE SHW W _ I __-, - > 1_ .,`_k,nN - __J ­ -1-1 ­ - ____ S . ' - � ; .- .� ,, ,,I' '1i' . �: 17 ,�, � r� 4� .., A, !T, :1- �'. .. � I " .1 " I . " - , 1 " , " I " ,,, ;�,I, , , , '11�' 11�', ", k, - I i .'� � ,;;� - . - -1 ___ - _ 1. - I - _____ - . - I . - ­ 11 I C Or'.. I ____� * gw- ,*--, _214. — v­ - �­­ - I , -1 ­ _a,,,I _YOFF ,, tti� - P,F Raft. F. IF ­ , GLOBAL PROTECTION PRODVC7S 11C i I - 1. " II-W I­t� 1� 3"" I - 0,04 (M�Nov ­�, 0. F., ON � I N r I _10 I?" I;;;_T___ ��, - - --- -,: - ­-1 � I � � __T ­ - � . I. -! � - 7, n, :44 i!?±:_- , ­ V , '. , I ! ! . I .------..-,- _ = < I 12_ — ., SHEET NO, SH 1.0. -- -- - ­ .", ." , ­­ � �,­ ­�­­­ 1-1 ­­,­ ­­41,18�.r­­ '---,�,iomllill��"��-'.' �tININNINININININne4��ill� -- -- --­--------­------ --­­­-­- -",--,, - ­ -","----- m u,"Atill ,.so I 0. "V - =,�.(. ,,:a 4, . -a 10.0in't - WALL AND L - - F or -Ssf, ... :�T-7 ON 20,10'r m � ---- I. ,I - I 'Fl- SNIu" 9 6 to ' amic, 1� I. , et . - . , , t , , " . a - � =1 ,Vz., '7 1 OW A a `�, 1, - 4 , , - X*- 6, 0 I." - INA, em � �� - ,I, I I - - -- N - A IAN M:I�­ ; c 4: , I . Z� =%W-r _j­­-­ , ; i I '� - I- - I'-'-,-- F�,� I -,� ffff. ' - -0 t � I . , - U C � tu I � I I ,I " -�' � , OTtA-1 I/FiA 11 FIVA,ii,1 , I 11 = T I I -," I I,. *,! -- = =6-, ', .' I 7 i . IN : F I zi- - r 1� -A-f, ,-I.um �, -r j � 11-1-1 - I, If I I -..- , ,,, I \ , I r, P ; ­�,' '� (01=047 W"I � I I I I r, '. , - - ­ " I � , I I A,#T I : I � � I � I i A, Z � i � .- , :: , - , , . I , -If ­ " Z]111- -I � - . I, " - � :09 or -t , - W " 4 - r --fol I 4 � 01 I , Mv�,��_,;� : I "� � 0 � , ­LC;:4 . .: -, I" Z�­ - an.awrw-, `---Am.,- - -�,.- � � I � I ., =1 A'-- . I r MUD A/ l I T __ UAW WOWA �"j pl"TP*IWW WAVI ! -3 �. . 4 1/2- . I io. 'IV-=M a SAW � I �i � I ,� � � , 1, �1 I, � � . : 1 I ` : -- ` T Uk. E 0 ,"a. 011100, ­--, I T I I � I ! � I �, �" '-f , ." . ..� I j" " , .1 4 T. IJIYATIM " .-.----.IN,., ,� ., AP. � ,, I �To ­ I'm SCALL 1/4' - 11 Wll� I I I , . -L �--, ; I " I , : DETAIL I % F - , : I .. - - -- 7,7 I ! I I - l"1144'. %*a . . t t * , --- � ­1 ( I., " , I A I- I— = " , Z^ 111­� ­F� m,, .., ` ��'-- 1�' I -� `���.�,� -. .,,,�� -.- : , :!F ..r - 1A.ft m oft 1'.", ,�, - --;-�� � I , I e ­ i--­ . rl � I � I ) , ! I- I - 'I V.rml I , � , I - ; ="," I � . , I I i,f! I - L T., 91'-41' : - - $a)-% *Io, T, ... 1.1, .W.- . 1. . I . *0 3 I N.Kr"I 0A to Staff 4 : i . I I i � � I' � ! � � r� I I � , I I � � I - I I � : i I I : I . . ! I � � I .- �- ! :��, . -- - . I . ,.- � � I � ; , I I , I I I - I . -I �, -", -�= .- � t � I i - 'LT /3 : , 11,�� -- ­ " . LI) � : �-'- -,'3, IMAIV. F, " I i � I � � i I I L - - 0 A. I I r =--. I I I - , I ! I . T :% j. -- " * 6 1 1 1 : . I ; I i I j , � I , I , - : : --,,,. ,,:� IAA, � . I -AkAJ = I,, 'm ek" . I ,MTTII, W- 7- I 1 I17 �� -- � --AjI=ff-­ I . � , - :/.:, ul ' � I F-f " I I : I W -m -L " 'r a *0 I : Al I I A/2 : I I I I I 1. - � �! I ..2�� f � I . 1 4 --v I I - r ��..­ , " I . V ( 7, - . . j­ ! r - 11 W , - �­ '�� � , '�� - -47 LL's I..., I� , , , : , � . (Ii,I Tell m, I 0 I 2. ­AdtI ,A4,.11 I- - I= muc� ­ . - - - =I-- �= --- � 1---v "' - 1.11Z. , --\ �,.- -�� - ­ I. I � I - --- .L. - , ' U ,���71�" *' I A ;� r- I i 4 I , , .1 I � , � t, I � , 1, i -Y I ! 11 � I ELEVATION ILCTION Y 5P,LLT S QRM -PANEL. ELEVATION I I I 1. SCALE 1/1'-` ScAr I/$..,- *1=1T SCALE ,/M'- ,.! il,!, j . t- . I N . � ,�­ I AAO. Fit " " '" ;, q,, tl- , I, �, . , C. Vo-e-M) M',i,,;�.A!"Vit � , , . A ,. MULLION SCHEDULE n�- . �- U I , I � Mo. MaLmok - mfoum a- --- A - -4N --SPAH (Fill - ­_ �'-*(. VOLL461 - I I - : : 00WAM 400" 7�, - �' . 3' . C/o' ' , 14 1 - mm" : ..... MI I --- �- I :,I, : 0A I -�cr- a a 1) ,-' �� -- .--. I * K'""e%V, 1 C. -- I I ,�,�, K6 X, 4 ""I > 4­4. ,O 5�-r ., . ., A 11r I �';,'5�� :.��q,;;�N .1 Am W.4 . I AAA .11. '.1 --- ---- --- ---.i L - .= " - - ==4�-- 4 a, V-111, 10 11, Ir 1* : 5' I. W. 4,..,, -,Ns�-­!�,,� . , �--- ., . ,.'A* . ,�r �. '=,I I , -- -- "W"""' � , " 2" 1 .. . * � ..turnek.) 1�­" wow. i : No.44167 - S .1 4I TO W-0, � S . *: . I � � - . V E - , - It - - . ­ -- -- . . FLOklVA BUILD" COOL (High Voiotoy HLrrico" Zon,r). , .. .1 . � . r27 q�,.. t .g =, I , , . - ­ 0 * III ''n ARM ItAm - 20 GAGE GAtYANIZED STEP "ORM PANEL , ,,:.1 . �,--k- r I/" t, 2 *T W I— --- ­­ � ---- ----- ­ --- .-Oilcntg�- , " " " - , =TION I L , " ;; -, �� . 1, .. I. - OR,, ' GLOBAL PROTECTION PRODUCTS. ". . , I 4A't -II.JON CAP. ALSO W .�T.L SrOft ;MIA. ON TOP / C 0 Inc. -11 %. A, $,%W --- -- ft,�rpoo so r(m TOP, O* ROITsw or OPENK� T"fr tmmmmvi--L.;��­ In" �,II 0 -�`�-�,�, 11`� " '" (W"--, . THAT IT Is I , �-` A. ..--.-- -oc� (641�c;�`F­ 20- 1,*6 (O L �111.li OPENING W/ 1�08& i(Ir 0, Narrow) - If -- tmavf­ - =4m,", x a.;" I A, ,,, CA-000�.. - . - "- � N", ­" I nup " 11 : I— -- .. . -.-., . - - -­1 ­­ ­-- --- --------A-­AFQA 4AF, I .1,67 �-,- 1!71k4r_�-, tt--- -iI4-1 .1 I - I.. I ,/- - .. I ,J;m.l - . h � m :.�� t- -� - -- ---- --- --.------. - - -� , --­ ­-- ­­- � ].NSTALLAL1QHLD1IA[L5 .E9R-ff.-QULAR-PANELSCj� A 13 INT0­EX§jjN9 STRQQIUM I ­W-Q� i I .. � -... ��,,-j . - I -- . ;;,.,, II - ��, / -w�, -- [-,h - .. .� .., --4=... �� i,�is�- I . ,! 11 4- .1 I. "I ::tfi, I "I . ff I ­""`*`AW- I I I �� "- 4, - � I-— ­ -W � � ;::5i,. , I, I .YtAiAm IV � --- I ^L4A - I- .1 � I .. - 4 "falz- I - , . 1W I � I � '� , " I ­ " I" I . =--ti=Ii '� -T-; I I / i � Et" " I , I I - . 11 - 11 - , 9f) I � r17- - ­ �-­!A:A­ - � , I I. I . I ­.- ,� .., ,.;� I . '�,' ; , "" ; � I 01�* �. ��. * � . I I 11 "I".'. ­AW011.e �, - P - .. ­' ­ . 11 ­ �r�. . - - ,��­ I ,� ��! � r ;.. Ilr 77 1 fim-��",%, � � .,� I � M­0- -4 1 i I 1'� ­ 1. I ­ - � I '111 ;a-z�. T I . --@- i I I i Mllw-% i - I I .0L : 1 alow 0. - I I ; .11 *. A a � II- I � -­-Cu I �, f L � � 1S.L. 0 - : - I I NWO ; ­G I i - (D I � WIL �- �.� . - I 1��-­"` I % =� t TA W­T.. I I : -- I f­- =11 . i I I UA - - I ­-Oi �! - - I It, Zm ­ ��, . ..... - - i I I I � Ir", � AM WHAAA, I I I - -I'm V . 1-Upol.w A, IFIA, -­ I I I mv , f* I - 1 1 --0 I I I T-LT7��- 1 WAU I immmuToN =-Ammamiff-m I , A 4 fil I ; I - WALL Ile - I ; ­" � � 11 ki�-�- ,4-�o - I � I-- I I , c I. -1 m. BUILD 7VD1-mQWaLK0 -­ , � .-7 L tNSTALLATIQN --m-ALUMATIK-12 .-. ­ I S".1 .. . 1. . . WALL MOUNTING iNSTALLATiON - ALTERNAjj)ff_,jW %K" I I, I' - I' U21m. 1. INSTALLATIONS ARE ONLY YALID FOR SUILD04,15 WITH kS.D 1)�':. I, ,0ADS I 'p TO 4 5t ', -72.0 fp�v I AND PAAEL*S LENOT11 UP to a - H i 2. rnit NEW WOOO FRANIE CONSIIR-VlO*. WOOD UtUIERS TO BE c,'1,',4RN P,141 NO 2. w/ SPECIFIC DENSITY Or O-SS OR EZ-,A� MUL-Fop Whuummph �� wsjlu&� TDP & OCTIOM MOUNTINGS LAN K CCVFIWED IN AN) WAY TO SUIT AN, INSTA�LAI)014. 1-1 ­ - --.--- I-.---- . - ,A-Z'i?, I. - �!14 ' ;,;%, ..'' #.",)CIENS, -!I� ' " * - ' : ... No. 4 ' I ' F67 '. ' : I At" 1��-J . , � ---.' -I;,. ST E Of IF , R . 4 ,0�. k, Rl� P, "A � '3 .. �' � `1�240 A �- ��4- comcwt II.C.006 (W WAnx" ,TA,-\ - I (m s,,,*v.L,c am -`\1 Se[El ,.� ", , � sow '.) , - � -0 I",011o, GaRco" I -j - ,4 , I , �, .- -I � ­ - . mr I - � 1111 , , - -- -a! ID"Am"II , �, I 7W ­ ­ i � . - � ,ok"" W� . I - I I - --. - - � .... ­ - --- � Pftff* �­�AFTT I - I " I -f­ � .�.< I wow. " I I i­-- , . ' -- -2 i \ . L I .. 1 4 1 " N I " I , . \ [,,�� � � � .. ,�' . i 7,, 1 i ,��, " I - (j ; . I -3 t-ml v,om oft � �-21011 SO4PAL � ­ !icmTm " ­1 i I", %Nw 14 � j ". W""p.", 3 ,V " to am , � . -=-.%w. E'L, F . a ,., Ile 6 - , $1.4 9 LT lir (?L ­ - A- "I Sm 14T`111 19 IT".C. . -- I - � - -It- . - I. ,� " -Ac`W1E S (GANL 4i . I , - - ,/.,..I, Alc�. - "7 I . � S. Ipw .. W. ' ' / % � 1. ,,T,,R/ gmxr*.,m '�" ;Ii� 1 I 11 I JIM " ./14j 11 11 - - I oc 5 60,;TICAU Aj IT! l/l, If, I - "'� 2VI I <- I 9 I I - V I ; � , I I � I i I � � i- (-� I � I I `.O.- ­"E"i 1 1 OP , ,WAFFIL I I AD, .� I I � .".." � ;1 I I :" � I � I , � � I I I - 1 4 C , I i � !:::;:,!= , , , .- . / ­.- mm!!!!!;Z� ; �,: 0 !::�'­", (.Ir,cqm AK- I "I , ­1 . . - 1, � ­ -+1 .... ", Lm I'. . (Sit vieft" zi,i I Rmw P I -, -,. - '�' I low ..) � .0,011, ,­', ��. ..I / Ise SCHIED" oft- ­­', - 5'er '.) : RAUA­MtfliNG INSIALLATION mff�%"&"L .-MQUhh,40 INIMIALATMN __ SECTION I SC44 I I itl' . I' - SECTION 2 SCAU: 3/6' - I' �- tOTE5 OR UEL-Wj �iTO`WjWL � �TEV #dj"jL,.'j I LIFE SMLI� STORM PANEL (,AN BE LOCATED A�. Ah END PANEL irf'S' OR LA$� "ANCL) GR AS AN IWTROR PANEL (AN, PANEL LDCA-ION I KTWE(N ENr ) F'ANELS)� IIFIE SAFETY PANCLS MAY OR Ail vOf DE INSIALIJI, ADAACEWT To 4f'.U,A* IAAhr"� ,W/ 04 w/o RIIA-km TRAI 2 UF11 PAND. COW,61S Of' Do-%' 5.k,IAMr2ED SUE� I.TDRIA PANEL - PER . SHEET 2 OF ORAWWG, THISE0 ITSELF TO Fit WthaDift OR ,W,AtfD FROM T.f NISIDE OF ... - . I` . I". % mvielf- " . � =Wl- I i - '.1 34 1 - : . . 1 4 1 1 1 1 fi=� I., I . A filK ""' .11,11'.11 -� ! - - � - -,- =i;; ii ,I ---, I . O�Ti �, -1 - . , = � ,,I,`�, �.#4;�j E., 0 ­ � I jI ­ L - 71:�- I . A.- - - A . . . '��J- - - A .. -- -- ­ - I- W" . I CEILJNG & RMR MQVhUW 1 A FLQQR III &IKjIt& INSTALLATION - ALTERNATIVE 9W1UJL&UQm1----ALU"j1yE-1W (SFCTtL!#t AT TOP 15 UwfTLD 70 - " 5- 67.0 MAX 5­ 1/4' . 1* A.SI) GESIGN PRES"If I�ATINT*,) seels- 1,4* . I' "N. =- ---I'- - - ­41 � . 1. 171� - I IN. -1 ! : ! YIAAAA� 111�1 t : i �-- AI,401131 . 'I- ­ _a---�7 -I*- . -'',:,"� , _144�� __ I FLGO -mQUmm- IV51ALkAjLQK- -1-SECTION 4A SCAU I . - - I - iLORIOA BUILDING CODE (Kwo Velocity Hu,#1cont, Zone .3m ­t.l WIL 10 CAGE GALV&NqED STEEL %'IOPM PANEL ' 'A � I— ­.­ ... ­ .­­. � ,lilivI or .� - - - - - -' , I " ULUMAL PROTECTION PRODUCTS. L.I.C. mIL iTILIECOINg. ,,, .lof s. 01w ­- X-Ig �w, "L 3". A. A . A ammlo "ac, W,M�mmt ,�Fs, I- 11TIM'! I II,d, 20- 176 - ...-,. I- g�� CA-000117110 '-iw-- : - ­ -- -.-- - -r -- � .. ­t tO A, ALLIT 1. "I I i I - i - .: ­ LA. I - It, I I I , - &�,o N A ­ ­--­-------­­-­-­. ­­­.­­­--- - -- - - -­-- --FOR COPOCPCrf Al4m0ft 33M XMINAS ON 111,1117T �� ___ ___- -s'- - ""c" .'"' m "CTF. " ' " WI, 2 III IW/1', .. � * 1/4. . .r 24/4, 3/4 OF 4/4 1. 2 ik IW/15 a )'" -- -31, = , ---- - - ��� � � -- - �=I L- - �p . - - - -. - ­- - 7 : ��- -T �, I -,-, --� !FT­!7-TT!-4 1 !��41 ,Tr, -tt - ! �j I I t . 1; ij ! I i : : I I FH lt� i I I All� 1, '71,11 1 1, � I , _ , _Ij!j r - .. I.. -- J­­ T� I T f I I 11 11 i i I � : i � U - I 1 � � I j � I I PANEL) ("IL%w F-PW I wmm `0*070 Ilm NOW I I I I i I :I I 1 [.1 i i I �I � I � 6., I �i# ; I i ! I ! I I I - t � . I , 3i I " i If , 1 411' A � . Tl,-41,� �,, 1 i I I I - I - � ­11 i ! I- i , I , I - iii * . I 11 I , I I , 1� I . I � I i . � � � - - i I I I I i I *H I - . : I I , " " 'I : ! 1 � I . I'd � ) 1 ! I I I I I Ii Al 00 ; I � 1�- '. � I I ; 1� lomm orl­". �l I . - i I+ A - I I , I A (ALT0,;­ ,:KIIIWk � 14i I � , I V : I f � I A? ,.D " IS1 . i 11 i : . I 1 (wr 01l.,, ,/,. ; I -P ""' ��" I I 'r I' �'(, 4 a U10 -01 � OR (�; � I � I : t , . - - - ­ I -Li: 411, . " � I I f � - � . t L IIM14. 2/4, WA. 3/4 (11 4/4 L*I. 2 & IW/Tli; I, 2 III 1W/I5 09 I YRAFE LOrAFION -.I ON LVE .,AFM PANEI. ­ - - *AMA */M� ,IE SAFET, PME, S _ UXA11(* L ',LIFE ISE' wr IKLO*) I.* KGLqAk PANELS W/ Q� SAFETY , . I � *A RtG" mmxs �Stt Noll - AFLOW� [. �,ksl 9A,K I (D To K ftsm, � � � As LIFE WIFT, %Ttift PAWL ONfilw, 0YjALL ALWAYS WE $W�Wto AHVII Dff*N-.#I- F R--LKE-WE-T1--5-T- .-- �O FACILITATE II5T2"%kMfWWZ(tD PANEL� - 1­4-1� ,:��, of INSTALLED !'. KIPOWD FROV W-,M ELE�l � I ,I 57RIA"JIFTE ,;,:ALE 3/32-..' �-,/*'*Am ", 6 0- 1) (�. - , I'l # J4, .I ., 11 - CAP I I --­." If I . - -I/- -1 Pon-- ';�; 7 N--"" N-Z� N­ . 1`­!�---- -- ,, t7-��;�, i III, 71111"' ­ " ,". TEAW"r '. - (0 .".,�, cb�­ ­ - ra Z.4 Im P.14111 ", It= I) SECTION 8-8 SCX1 1/32'-I' STRUCTIAW- j LIFE SAFETY PAII -VEOUIRES TOP TRACI TO &L COM"tWO& SC-000 TIIIACX to 'jok"NNINA"W N, ­ . Lo,'� p,. T1Q/,,,1,,, K COMPON I 4D A-- P" SHEET - Of Ties DR-4 FLOOR no VT-A�� iW...., �� \ COMPONENT Elf INSTALLED WALL OR AIGU4TED ' LOWMV. SECTODINIS 1 A 'Mr. st .. AYNNI� 2 ON WELL AS DETAILI; I & 2 ON SKI 14. * .. � . . * � - IA,, ,fNfi7H FOR COMI)NEW&S t'.I' . - . . : 140. 2 . 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ILI 1. ntl`.�w al " [ -,-. - __ �1_ :_ .- 1 2c- 176 I _- "'i"i - _�, , .,_,_1;_1.1 N - -­ - . __.._._­..._. ____ __ - .--- IN_$TALLATION. DETAIL�, FQR---Q.PTIQ.N.--#.Z..-FQR-LLFE-1�AFFIY STORM PANEL SYSTEM I _ ' - __­_ LNTQ EXISTING WOCO STR.V , - - _C�TVM � I I L i . - I � _1 �; I . I I! :� � ( - _ - j i 1/4'0 TAPI'Oh, If B' 0 C ­­ I I I, , , Ill, � F4 It IL' � ! L I If TWCA*Erl I I I I "El'11.1;a'Opel 7, a AV "Doo WEANETIT I /? I � � 4 ­1 4 , ' � , I I I I wm* NPADER I �' , - . tFuLPONTO 11" I " I . . I - �,, I �'" .1 . !I.��] Ln�,�_l � � Q, �', t. . lj'i I ! � I . IAl MINVAIll � � _17N.c114 �I M al --(w wtow - I ,AN�l i F�ALST i ! ol. liew it) 'IP NO" 1 scuPtil , �7 I L � I I I � I : I I � � (I I -u­­'--__ I I 11 - _.[ I LI .._..._.___.. . "' , "' , 111j � I I _ '1_4�+� i IBIL I, � o I I , I � - - ___­ - - !" , I % . ?/6'0 A 3/11, Am Not ,­ .1, ,,, I i WAS4LR * D r/4* Ot I . I I , 1,4-�'wAR"'Iti , , . I I . IF / O A � .� III ii l4iAiED PELIETAl I I Al MCAM11H O; ii I � I . I WALL IAOUNTIIHG 1HUA"Wh ALIERWIK-B" 9- REGULAR YAKU scmj -ye.-t t =u ' 4 ,laill 'I. ,.I, 'J'� I.* 0&ill fop "LALCANKLIS WIT. kS O DEW," Lol F . - - L V. I(, ­ , - `�, ­D P0AAi UNG114 UP TO S' Al' f �-,'A 1". K,Aii, Il"A., (.Ok,."0�104 *I= WEW'AS to R t��Lvlll PILC ,,, . ., III III YW%l� Of v -i CIR EQUAL -___­ ... ­­­ . - - .- --..- ­­-­ ­ -­­--­­-­-­ - " I 11 i fill ,�" "" III', I'— qnl ` .11"I': I�i � t,LAIXR ! I � I ., tt'wo�� i 1 i! � !lI,21�.__ "".. wi I'LlitiLiAl � 11 � 71 ��' ­.,21 , I". I Ar011iqED ­ . ""' 11 ,,, A., 1. .., ILL. 11 � , li " � I 1� f L L � � � I I, % II I al INUMAIAT'll . I �- No OL4$ i VITC Sol- . . , 0. S, - mat ,4) . ; I 2j,"Ll - I 11 I . � . I , I I � I ""I � I I _,el IkI � : � __ i I 'T L � I I , i T I , I t 4 1 - � ! I �l : LJ I ­ ­..,_ , � : I f�, I � 1 41 � �l�lit�,i EG ! I � � " I I I I I 7. 14 � Ili Al , I 'toom ,�F I fl� ­ "', Ill l 'I,: I " � �: I - . . I MIN T�R-_ AJ NLOPTCTI IF ", i I i � � WALL III VhflK IWAUADDH . � 011,00.711601% ALYFRH91VE BOW "', N. 144NIll 1 'll .9 3JIR_RMJA . Z�I . ........ - !�X f,!.Li: 2/4'. I" I,v� .`I`I,�1ENSp`--.1 I-i ITIAllill n1juniti rnnr lu;�N w­l� Al �, .... 1, - f:' 2 : Ill - . : - * , 1. Ill S . - .. __­____­__ "IlMIN Vl � � r_. 44167 ',. STEEL SIORM PAW . * E 1 20 CAGE GALVANIZED I - . * ,--,, : --------.-,, ­­­ - ­ - ­ . _ , . .­1 - me 0. �:���� " . __- - moui PRoTEarm PRODUCTS. LLcl "I'l- ., Nw c 0� �..,. "',%', It , ­ 1111i� * * - _�elk"3-il � 14M S. 61 "Ll - , __ I �"vl;;. y inaQuilig--t1w-1 OWIL FL "I,, - :1, ,I �', 4, Mll .,. M-.15, r. �".W*9�OM7 � 7C - 176 �11"l I I 00i 1N ALL. 1. ___ - - f;o4 w - " _'Al " - -it;."- 'i - . � . � ��, ____ U. CA-luciall. - � 4N _1 11i L"I" .t%- A. I I= '��­I�: _fF i , !9 1161.11 K. =W_ - -� �_ I" If I 0i .1 lw ,,I I , 1 1� -11 �, & 2. - . _ :. - I_ � SLONA Me, I 111iii IE . 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I � �, A 1 � � ,jij 7, ,-i , ;10, � � 1117 I � !i � 4 .1. 17v!,o PARli � li a:$ W/ � 14 � I � � V i - I , "Al I - � � I � � I , , - , I ,-I I , f � !: .. , , ! I i 1 1 '­!w -ARl W/ � � j I I , i � � � � � i I � � �� � I , ; , ��,W;M All 1i - 1!1 111. I I - I .,1jT , 11� ,I 1� � I Ill ! - 1, " ! � . � I , 11"i , � , � 1� : "' I 1 �! . ! , . "I "I -4 .0 % -L' 11 � 1 , , � ! , 1 40 A 11 ; - �- � � I � 0 I . .. � - �_l . . , .11 � 4,1 , " I ­ I . I, - .�. I . it. - ' �_� � � I � I . i LlLlii N_ � : I I I' :,.,.i ]] I ' 4 i ! I I I i 11 . L' I � I -I 1 7.� 11 I I. - � " . I �: : � , , .1 11 �� 1. � - . , ! � ,� I:, .'n J­L� ­ ­4_.'�_-_­�_ . I ... � 1. . -I _LJ , , I , - _L_� �-_ _�, . - �'i -I---.- A �­' - . . � . . , " 11 L ---- � Ill ­­,­ pAwwtt (i L . I I r . _ - :.L��2__j . . � ­­11111111 11��� _ -, SEE NOTE A BELOW I", , . ?I � I Z' ­­.- . I _0 j,� 'L OcAtto, � tk..___ I� .,,.11,111 -,.,.-s n Z., Z��* , 3, � ­--scli'l 9. WILL, Ill lie Al SCK. Wl al I'A � �Illl I , f,� I* ., ­ - I .". � I $'I. VII.Al A 'N?'4 "ANi w stcli'll 0% 'Mi 74 OW -------- ­ - ". ­­ __ " L4: L, . ...... � _ - - - . . ­... I.. . � " � _. " " " __­_ w " , (J-) Ill cw */O(z). G) _ l, T. - --g.­.- Rill - A, 11 Ir- * LA5r PA&O , " IF "".A., " . �.. IF 4104i .1� "L to "All"'I'll" ,,, � Tffl(; Lt., TYPICAL _LL,[YA1LW_fQR_K8IES__= O.I,,I� ,..�,A,F_­1, k,* " AL._fj&"TtQN. Ri "'No I"" If Aw IANCAr ,� 'VC'l;,0'E i T"% . _ M�� w -!C,"D I0 BE wil 'k-1 III :l`,D(v MI "I I'. Oft FAD`0 "PA 0, -Ivwyup*. I40F C, SI."IT", E=Z__HAh[Q_ STORM PAR r-1: ­______._.__ .- I E=Z-flm-�- sTQ.flALm,-,-/E,,M EL " �YSTEW L_`________ - . � WAX vit., - K--l'"i . a � . - _111 ­ "Ill - "I'. ��!- ,� I/Iv ft. W �- I �0 �70l �?Pl 4�­ It. A IF , " iF,, - ,_ ­1 ^%,� - - . I " I �=, . , � ­,�,, - =1_z" , " I ,� . I _:;��=_� _ _,_. - � -,, - - - . , -�/ ___ IJ ! � _' , - I i"ll �"l T Al CA fi �D � Z!� I, oy atlAITIN . . 5.EQT1QtL_A7A SECTION 8- Z,;�-#; ; - - itol 3i I " A_Q= Ill 31W - t* (t� ;IEWXbja.�I,�l i.,� [ �I -04 STORM PANEL MILAP C00i Or PANC I 11101i � , ' , I � �i, I FAr'lL,S At TOP At PARELMil ii CA I:' cW I ll) QWWTVji_�f.lai 1000 1,"..: RAW,,SI1OPv PANEL bISI u Co"Brl HA; QP �NNLA It"I A I I,, IllIv W,' PAINFI.MATES, I -fl ,IW & DOJLT13M �, , i PANEL$ Sli ALWAYS S �Wt �Al I WALA W MEANS OF LiLr, PANELS SHALA. ALW0S BE CONIIi 10 L IORVIIIS141101 A'll AT �Jjjjjl[ril fr'L 'ANJIr Sol Ill CT�qol ,lF ,1,lF ri 41 n1l, . �.l 1 4 (Ii � I '.,--AL L BE -ROWDEID -7 TOP Of SUCH PANEL % Shl """ "' ` `5"'; ," � 00 4IM76S q ,,� A'"Ll C.1.111.11 Ill III I � "A / V) � ., / "' VOING T ".I' T, "Ma"AN Till FXLW A� i'� I I NO PANELS ARE CONMECIED TO BOTTOM 7Wl CC-NINIC-11ON SHALL. COWAST ,:' DEW ___ - I - I ,,,w, , � 1, , li'i a$ %,&/#`L%F44/��2Z11fIW NUIT V.IR 1�4*.,314` $01, TILIM011 'Alilli 15" LONG -0 , Atli BETIV. W I OF rASTENERi MI1 LIE Al EIPHICIR lj� FOR CASES Vil 1`40 �I, Mb. UTi JOINIFLY W/ CTA��. C2)�,P I or MCI FOM ". EN�) P,Aht . ARC NC,T CONNECTED TO BOTTOM TRA A '�,� ­1 . Vlcr.Kp [Al FLAKES Of CND PANEL !,.l Of Pkill"M AT IC#' 0I Slill PM" , �4� if, i IH, , "O Pi All NOT CONALli IQ BOTIOM 'RACK (i... AL STOP BAkI (0, FOR WALLATIONS All M PAW k S AND SOW INTERIOR PANELS AV!i OIREC,IL- 1, ON., V110 'T r 0) Al ,(ASt TWO PAK" SHALL. BE CONLIl TO BOLTON! Till MOUNTED TO EXIMIRIG S40. Will g��MAANS �r PANPLM'PS. (INZ Ni US" SPECS ,MX' 11t, �'N ill 0) ADOW N Si CASE. CONN'i OF PALINIELS / 2 " CQ Ti , 'k) Al 110 .0. 1111ALIIINS WrOut lkft" TO "Aall. TO 1jOT7Dv TWA WA, 1k,% I' At AN', I'M PLAY BE JSCD JOINTLY W Ti'll 4, EL UOrATION , . I" PANEANATES rOUCWW, . i0i SHOWN ON FILE'Aill � I, . .� i , il WOE FiAl ill trOl, ),WLN,k1, li 1� �li � t/j; I ris) SEE SECTON . �) At I)N ,-t,-* 2 !�ilt kNC-OA SC-LDtjl.F ON 54CET n Wr� r - - "" - - - S At Do ...... 1f0tT,Hjf,,,, NOT All To x =,E. ". �j�', " 4.41 MEAN 611 stlk[ k IwA&� WCH TIOLT AIAWM PANELS I* -(FT 4 Atic"? Ill NFir ,IN i "i I x 161� JII� , i� ,,,41�0�� li,, 46;0,0" 11 .1.. .., IW.kR QWAAOS RETAWJ BY qj ". . ,�I ; I � ,,�t EN ",. ,1111111 s �LCIMDA BUILDING CODE (High vll Nuirticil Zoom) I k -It- _­1 � �­­1___.___ I . t ­111 1.1�0 I- I l .1 J�jl-,, 4 1 67 � ". I - , 20 CAGE GAPIAll STEEL STORM PANEL - li . . , _ _._ __ '--- - ­ -------- ­ _- - __ - " - L.----- ---. ­_ i * " ' ! �,l ,,�Oel ' ­-- - ...-- . GLOBAL PROTECTION PRODUCTS. U.C. .11"itu", I % " SIAT OF 1� .,-' z* ':I "' IOLIECO..- I MIT -- I r ­ MIM IP'll's"In", I `!n I017-�o ., /,., - 4bi, �`, : I 'N ",.�.,,, TiL" Vslrilz. it 'r I , , 1 1?0-176 , :I � - 1*­�._ 1.�.,(W...-,., .11_���_F­ _�, 11 _,"] " - I ,,, , , 114 1 .. I al. 11 Al r. VVIOII W'[4,ft" ll!I�l 1. I -A. ;I ()�',�!�,,� ..-I-- AA. -W�- - I � - - All � - lWatel alt , , 'It"O"I F L ., Al . I %, 0,l 1, Pi Ill , __2! �:-,zi­ I - !;I _!�__ -_ - - -_ . "44,40. "I I . . _-_ ­ L ' - " ­­_­._--_-_­. i'i�', , ­­­ F'L� L, 1 ­4 . �, - - 1�.__ � I - I . �� -4 - I 1: - - - - - - - __ � .----- . ­ .. . ­.._­_._­_­. - ._­____.________ _____­__­_­___­1.___.. ­_ . -1 _. I - 1. ­­ ­ �- ! F INSTALLATIQN VTTA1L5__.FQF_D_n1I 42, FOR-11FE Still STORM PANU-SYSTEM _ 1�4T( ..) FXi$TING POURf"O .0-KRUEOR , � ON CREIF-B. LQQtK_MRU.QQ RES l TN'I C,Ri voc,41(14o a p . nA I � 'Vi �,A,�A% � �,��� cFII Ell $ � -,�Alfi , I.- � I � . I I . I . � I ii I .. ii � , , I I I I . i _. ;.-"- �, .�,?� , � f�* � � ! .. ...-IIIII, . 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F xx M" OF NATF SCALE ,/.,." : I "`�" � 11, ", M ON F - - - - . ­ I � UERNAUYL_L:A i . � r- - �IC",11 1/4".1, - - BJJILj��TING , FLOOR 1 h5 &11&�V IW - , A CES", �OAIFS - I 1tr;i,. 31.w I -All, !,.,.I ,�IA - ,,N -E �, IA�v I G. OF,,, Olt" FIFTH ,S U I ALLATION . _fl -154. ,.,Ol!­1N[I'SLrNC1.UPT5,-IO, � '_ 4'"4UP", F! I. L ., 1"illy ,]�� a 5, tO WE SLIFITHEAT, _t , at ,,,,,I, �.L�k , I '\ , -/4 - -, . ".- - FFt* WOOD tFultil C ", UCTION 1AOOC MEMBERS , , ......... ;1� SCAII - I � -Ecr OIL Sm or 438 on 10LA, I . "' - , �, - " I W/ S K. A I _� , L . I I,__I11;11_1 1-\CEN's" ...5? r_z� I z It ' �. '. 'A FLORIDA 00110INC CODE (1,1191, Yol"ily Fl.,ri�a,I, Zone) jSW .� y vinIt. = : No. 4� let -. It I 20 GAGE GALVANIZED STEEL STORM PANEL C , -*: : . . . Cat"I't V, . 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Foolmid EHqAartnaI all Buwwws and Professional RiagcIal 11riarsda Building Corroornasslon) RIAMI, Chatil EIII0,20-30OS FLl IlDrialailawlefroarriceptericepw Method I(d) The prodl noted inil hall tHl I'l.4l", artl��orevakwtodmsuiTw*rizod!hore�ntosh�jwcompgancey4th"Fk.aidaBi�olii�iiT ' I Lcolri 14H, 4 LN , ,,,�Ill E00h,"I Q020 will ll, I'm rill' fARIKAIP IntOrlded 21 LDDST INIFAIVILLEHII UP [flat IFPACBRT� l 1111I 1I REP-Arlivalioar"All I' I 0"i, jef)JI10 IIIII'lll bar lel ToNilv.114IJ Tl,iil.li� I t Cli I 4-ll�I[Tlio Code Prot0ficallorn, w islinsion, Substantiating DaM, A ERQPJ&LUA11'V.&1_10_W9_VMVi EX Brawl 020-31541 Wood 24po GaNanill Slill SlornI Pornow hiii & Niri I-IVHZ I 0141,0N 1 5 prepoll try Engineering ExTens stittried 8. sealed By FoAlinii B-AnnardAt P lE a . I. ... i,,,jl,s PSrI or this Evalkoiaor.n RAI * TE3T RF- RTS Lmrloi stutIc Slow tural perloarnarica, has been lestat) on "crodri with TAS 202 trest standards ON test rt,pci PEST-ASGA7.001 by Blackorroater Testing Inc I arge "ft*le Impact Assistance and clocilic loading perlormance has lal LeTl IT acroordilail with TAS 201 ind TAS 203 test sIrMFdwl poor test rooport(c) 411137-AS(l 17-001 bi Slackoval Toll I,., A STRUCTURAL ENGINEENNG CALCULATIONS Slii�ctuiral itragonvemni cak:0.1vorrit have been piropshod which awakial the product bil IF, rvorropeorative and,cor,mii.-moorwhil to qualitior the 100mving design mftfto, I Maxitrouri.AllowableSpan, 2 14nmwm Allow" Spans 3 lAtruinuartiWwasSepenstican 4 A-hor Stioncloop 160 SPIN 12"' AVIlkill SUIT( I'6W_ 0 # ER'll $EACH, FLCIPPICI ).!lAP (954) 354-0660 1 (866) 396-9999 TVA IN QENGIN14qI,irExrPNEIS�CQM EnGleliftAINGEW1,1111111" COM I IIIIIIIIIIIIIIIIIIII #­1 "t Us zft W , __ . 7i-I.-MIA" I � HUFT I " I . I I, TPA, - Hill � ` w. _H_A� _11;1 . _ " AN J, I I _.Air- I , , , _ " " I... _,� .1 ­ LF.A.F."I I / I ? _JL_�_, L - ;__`_Il�.;�-­i ... � 4- li- I -1 ,,� � I "... I I :- 1­1 � I : I 41 I 1", ,,:,-_;" ��4­�` 1 isENGINEEI-01 1i � II;Pi:L!,,f7 I NiTi.-Tic:a, ShtiIIL,rt;mJ kilas� - 24ga Gol%itnirc� Simi Strukli Parrill, No .1 3% increase in solowoolor stress Nos been used In the dertirpri of this pil ei Itorratation Irom glatinglie Not riel for instaltaliarn oulski T4 WHi rone 4 ronir utominli,il tilirIT". Impact Resistance: Largive Impact Reablapcp rom been crrn,�Aiolrsied ri -dencold in preirtioustri, 031aAd test reportilit), &I , accounted for Its tho PaMinatiering derarl 0:14IN, plix-I Wind Load Resistance This product has loan CaNsignal to toll Nond keadle .P� ilv*r died 0 the spun scholodule(s) Dri the %speclive Product Eveltiation Cloclimeir,11 r f onfouleriterli PILTANAWPE) Installation This; 1p,,-ducl �Foll not, rWakaid in shirr corniii4ancr with I lAll kivo Droll F Frakralice CLIL,we,tiril IT P'tll). '11'1�1'11111.UrOiill.j� ,IllnqWI113h�:('�Ill:�r)�IOPt�nrA.dthe�e.11 P,Uatio conopuneirb %limi tool 0 the ITH011 speolisid In itial Product's respoll Pluclucl El,,Ill Docurnerool (1.0 ongb,*"ng doraw,oll Limitations & Conditions ol Use: I_K,� �f role. Vil I Hill be on 51al rio.viclArico, III Irivr F*%^tve Product Evalustion Document It e P,,,.jIF.rl l Jmwr,q� ;v� rl,ded haseen All Supporting NOW struclUl Shall has deetrolled 1l, resmst L.Ij siApern,potl k"I Al"ll ll be of a matmigi korlied in this product's respectil arPithor ovitedirle Hoot structure conditions il aft, not accounHad lot in the, product's tespacive ano ... 4 ittABididiii TWIN EPA doesitintold for con a auke-spiti basis Try 4 Poitrisloill rnfdot;wonaif ongenwillor Ail E(ANILANNI'Llirltit, whit 11 a 0 I)eifnkinPfiliV 011IIIiiiiii Pil he PrITTOCIPI against coorasion conlarrounial ronrl other such, doomal M all finles ToWei. prol h&% been cilloPqrsd $or use wilhilin acirl witurl Oiri High Volocity h1ruvAnti, Zone JHVI-Ill Re%licofullN, . . , " `LT1 - , - 1`4- , - �._,- - " �Ii - I rank 13clulardo. Ill ENGINEERING FxPREse IFIT0046a4l) I Cert AjOh Lill - _�_ 160 SW �21" ;ZEN�;"7UIII` III OtIllilli BEACH, FLORIDA 3144 (91ii 354 0660 I 1866) 396-9999 TEA IF "E.OINFIA10"slixioRtsti��OR 10411,41AINCE'lilil COM �c T 9"RPWA LA"' - �, I 1�1� � �, A witi 7�-7-A..........'r , 1, - ­ THP Porl- .�, I . I ,'I:1,I — , I �1, _,� , — ill —A.— � -1- T �%: . r .—APLOI-e- -I- _., _11 -I ;"_ - .. A� Z�1�11W, 11 I I / � , , 7. 11 'iIz" - / 9-11, 1 ....7 I , / I / /I I / , .. ? , / " , I I "I I I11 I 11. "IP J111i � I 'ILKII, t,ai , �;, . r ,� ;,,I . - , .o... — —11 ��, 11 I 0 I ".. . � " � is F`7 � ­_10 , I — ­11-- I . . "I ­­. _111ir --Al �.] I I � �I 1, � - " FJIL ��ir!cvll�Tl�, - n , . I' - -il Ill 104,r rQe-',,ll I ,, ! - � I i A e -­ - I � , - , �' � , "A': ?" I, I 0. -`­ .... , � . ,� �� " 1 .J. 'Fal - . I 1111) . It �Pl I, " r 11 i I i ­1� � ;I-11111 1. ,� , I I - - - ! , I " A`� - 4 , , 7 [ -1 COAL"_90 / �, 11 Rl -[-IV, ­_ 4'.XL . M. T, � / I' 71 � �, I ',' �__r ,L 41 _. I . 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" , il 0 �, . - ­11 -( (9- ) I I "l , I (9D - L. - .. I 2* '... . �� I ,I. I All I I 'I I � __ . ..... _ '.. I I . I I ; t-. .. ; ll�2 Ir I I I :1 . i I 1 : 1/21 4 1 'I.,.- ".A I I Ax. = 0 � I! ?,...-M" , nal P 10 ., �� A, ,A LI I I : I - A, &A 04111�0 I ,;jl. I I' Ill I I � �, IT Oh `NA �w� a I I , ,�, I or - SIPAIRABOO, -1 zii ; I - ty". ill A ll Mal. I 11 � �! � � T , � t � I , ,-AP-A, I'll I C -_ _,;il , J, '��.,'.,""',K� Ill �AR,i . : : , �, ,i'. ALUMINUM ol I I 1, I � � -,:; I i � , I � I ( , . I 1 .IM I i 1 6. "." �, , I I : I _�, � a, N>.M ;ilo 0 All 0 CA oAm , ! kNe, 'EN'T. 4 'I t lH ,� � 0 1 I � I i"l ': -0 ." I III tw J PO*fL LEAll IN � I I � " � "" 11 IF .. Hi i ., :� - . � A I I 1 � � I ­� I � 1 � . I � . I , , � ,,,,, ��- �..,( ­*'.."r. , I;IA%. " I " , � , .11t�_,110.111LIWPI , � � /, IF o,0, - 110% I,F., i I I- � ! � . �4'0_20 V 1IM I or .,. It I , I 1-11-11-11.1. I THUMEEPS C" I I 11 11 , � I I � I - I r- .� �o � . � i , I � I � I I L11- I - i ­ ��. � . I , " I 11 I ­ I'm i I 11 I �_ I �� . I I I -i - , �: I I . P�,__ ik i �11 I 1 2' � I 1'�): I , . -, , : h ,_� �, i !1 , � T . , , � -,.- - - _- - -, L `0 TAPCON � 1 �, � . � 1- - i 2' C c PAICHOP , - laee�Li,- f ,,STW. POL)RED . �rwoc7r ? 2'..* ,ol ,,.,If � ,�,"I"FL, a, �1' � OR 1�;, "'N'llI END,,, Il ,at OLIFFIRIED WALL MOUNTING SECTION EZ I WALL MOUNIM ALTERNATIVE EZ I W 1� � SCALE 3/8-i' K :M - lil 11 F ANL L I. �y I INSIALIA111CIN ARlL ONLY �ALI� PUT Al A I 0 QESI(.N IHI,L, BE 2*-G" PRCSSVFi RATING +/- ol psi AND 6'-O' 1101" I PANEL LENGTH. 12, FOR NEW WOOD FRAME CONSTRUCTION. WOW MEMBERS TO BE SOUTHERN P14E Il 2, Wl SPECIFIC XNSIT-y OF 0.55 OR EQ(*L� - — "l �k �:.�!�;1111P � __1 _%:`�, I - ` � - 1�1 (l ��5`p 1�l, FLORIOA BUILDING CODE (lil High Velocity NQ--oi. Ll I .. -7 —_-7- .--.., . ��,, .,,I 1 :) : . Z 11 .... .. ll� ­77 , *; * � a , , , -1 I.--.------- - i 14 IMA SALVANIND !IFFL SIDON P.A.Ul I , .­ - - ' ___ - ­___­__­---- . 1 0F,2,IlM" STATE - - '�'��- "I 11LIECO.. IXOSAL PROTECTION PRODUCTS, Ll .� " It -�-- 7 'l . Atl� IT POINT Sol IF V-M � , , q A `,, A. 00", F , ""' AN "., : 1 . I'll ,�, i, P­ wol .1, - Al 1wA1 .11 I;r ...C: ISIAPPAN -,.A 1. I . j� arrii 70-- I 75 — -_ ... , ", � �. -�, ,,,,,, I "_"A� K. .. - _ . , ` 171 A rl--.- ­. - - . If,-., � , - "M"Il ­­ .",I : Ill A, � 1. . , I 1. i I ; - - � !IIIIII - 2 - ____.__ __ . , - ,,� .., P , " � , . 1 747 . - ­ -1 11 %lil .. I - .Itl - _7 � .... __ __ ! tn�_N_ _­ � __ ___ � ___ __ '' ____ - :,�� I I ­­. t.. - ', ____ ______ ____ __ __ - � _ - __ ____­_.______ - -- _­"­_ � 4111 __­___ _____ . � - Ii. ,.,I 11 � 161. i '. ­_ �i 1;�)ikHqol- I L% ; - . �FPI . , ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE I, �:4 III H,'- �, - n, .L— I AFT M­ , f�Aill , FAA, - - � � DESIGN PRESSIJRES. - -\J;i*;� —, � " , ll ' 24ga GALVANIZED STEEL IS7ORM PANELS (HVHZ & NON..HVHZ), I, I bl.zi I ��� r. 11 ille , I Ill — ­­_ __, . . _____.__ _______> I AS tx�� IN DESIGN] DESIGN NOTES: I 5C"T`��!I ,%, N Pol, WVZDTH U AlLmnil t,ND INEGAI X�IGN PRESSURES CALCULATED Z x & TO INLIMITUI - FORIJUff WITH THISSPI SHALL BE DETERMINED PER Ill TOPAPPLIFFIL _%ii SEPAIII ENGINEERING IN ACCOREANCE WT74 T11E I ct, � I � � GRQg�NIG CDEA�SEW9ral R.,18LERIVIINTS AS F , rr I- r*y,,Nr I ,,, i DE V Poilb OIL At M III 7 itl CHAPI EIR - JlFN I rHF FiCill EoUjLDjNGC.P)CC SI BE LESSTIAN . - ; I I At 01 9�11�17111 F" � I ­ �!l 1��'��Pri. �0 THE PAXITTiol NEGATIlit �,i P;I,;N ; 11.>At ,I I Sr:110INS � M., W I .J---...-. - ­­­ OP? ICINAL 4` iO 1; � EII 11 il, - - - I - fil S WIT H WA 5 I I C I Q ,,, -,,�,l��,�A'ACIII-�Ai�l�SIA',�r�DHEFiFI&�F�XtAN, : ,ii . I 1; 1, / / , � 11`� OIL V, to � 4A 11 AIIII rf 'XI rt ,l 0 ", *AKLART-I V IAI DI,oill , I �d_ . I GENERAL NOTES: I" ", � 15 tj - I " APPROPIRLATE 6F&N TAIPLEP 3: $ 1 y 14 IF, , Al T7 fl? ,, , � , I THUL SPEKIlFWAI Kati TF.Uh DF51PONFIVAINI SINALLBE FAbf�DCATED IN I I . , � I ACCORDANCE HIM rHEFE ,irripIpl vrrHE F6.�IDAGVI�OMS CODE at N -------- , I i - 1. _� � _. I L.`�t Il-ild SAIVIEPTH F.M.Cal'!1I %?, _SF INSPIF-11) CUNcill 171FIE"All PER 1.) I I! 1 ii I . I . . TAP,ZU Jlq: Alorr)2ll I'll i 0,ll-�Kiil S"ALLIFIVESTICIATE 11 � -, . 9 AND COPIVIIAM 10ALLILI 111:11JUILl �,l AFIFNINIAVIR WHICH MAY , "T"'Airi LIN " �i ullol De',100if.PlItPL4bF�����Ci�U5TAM,HtPL7flOAVPZ"I! , Z� - � l , ­ " In', I rL, T", I'll., IT" ", 1i A, V, FILLOVIARLIF 61111,51 HAS ofew USED IN TIME i.! i � ,, 1 40 ,-A, ol . L, ,; �� A, . -, , oESjrAi JII THIS SYNTION, � — I fFr�iA A, tom. rjo Pli,jpol A I rl A, , "P� 11 I ,V I'le Ae�,UH I � , 'so, I'D THAL, It P011 F.-) - I I , i� , , �� r ,� itopel I 1JIMPLI! IT41111 YVIII THIS cles?4,` 7S Q!l Of _51VIOILK � CIC, , T140 Al"TieClIRITY O; ALL SUPPORI "RFACES 70 1-Ill �11,j H 0 Al i J��7,,, , , ON 61 �OPOROINAIIID BYTHE IFIRM"Mis COMIKA000, f "' "' I 1 11111114 � , - .. . _ ,q- i"' 1i � 4 Allusil Foliall SrfL�$#ECIF4C � SEPARD 9FIGHT Vt PIN r Sol No R%#LPlMlFp �1 !i ; BOTTOM MOUNT I ( I , sp"CoNrA 0 - , �� r.111k.%"wt7T,7er""IO031*wDh,Fl�1014ILri'llmNIAITtolP.Vtl"ULcnOFISAS, 11 - ASJ � �, , I I a . . " U% A . , R% PCON N TYPE . , .I- _T�_��_� "" re �Q � : 9 r, I HAPE At arraintent "Bal is Greireal AN Does NOT Itai , RII , �_ , i � 5 a OIL I rA Q I " I 1100"NA"PIONFORASPelzmcsM. FORIII(tcoliDrTIOMSOOFfrMNIF"��I LU ,ir � I I I"HECOWOirli SOCIA.,Lgo#44KL4N,o4�tcloi:;tr�6�K;�NSOKORRMIFTr;Fmt� , I R '\10' " - � ACII It"A'll, Sirill il I;PIK'IPi�i� 1:11,e' -,o* A UF 10 r: q I I M 1. - � 1 Are, o- N I � 3 It I- riDm � C,IIJll litirl- I'M CIX.Ql-tNr f =71, A it -� I i - B `U (l Ili" IN om "'All ""vol 'E'url I TYPICAL VER I ICAL MOUNT ELEVATION elmesilw"41tll�Irl'i'lln,ii�bl's'll.�ll,��ls",WI Lre 44TOA, . - r X LA � IN i N T : ILLEi'll ff A 014ilMAMIN t��L'OVI'�404'�'nt:fX,'A"�WFL'91"*O"" i i 9 r. 9 CAPHRoal RL'5L-�TA�i*rMATLPaA,L.�ND%S"ALLecoKny .S IF,* M � $IINMOMI PECOINTAITAX I ,H Pol FOP AL-04 Bill SIT LICTUR t%. SECTION I I my THE Al f III C &lAil 4' P=A11i'll' ITICEPLA L STATE, ANDeOla LOrAL COW U � TOP MOUNT 0 ,I, I i IANII I CH ALL Ili 24TA Itrolit. 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INSTALA ALL (ONCIPFIT ANCHOPPILS PER .� � MA 4IN'T"Ll'I RECOMIONENCATTICNIS. ,I � aJW THE CONTIPACTOR is KLSPOWISU TO IftEW-jITE Oft PROTECT ALL 14 ;; To " �, � A, Alf, Pt�U�FRLWD"IM[LkRMATFJkL4LSTOPPM$irttCI'FkMySr, A I I 0 1* ! � � ;II! ., ;,�,,il'j , . � - � I _ , �� _ � _ ­ , 4, I4 Ritstlltri SEAL APPIXEDHIli OliALIVATEI�.;IKLKIkINALDESW,tjkr, A, I, � HJ1 , . - . , - __ -.-OW I �11, DHLIIIAPTI USE OF I i 1. I, � I 11 031 1 'I I I A q - ) I- l,.:(.Il IAI­ SM�,MTHP:5$PEUF7r�4riONSYCONTRACTOFL,tl..I PlICYINI il '4 , : in HAPMLESS�SRNGINEMMO�C�,l LIAPPAI]CS � !7 0 . . I i i� � PAWCATION, gn-rE" ERECrION, at (CHISTRUMPOIA r.WIIC MILD Fir I z 1. 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I � I I r I 11 I , IR I I 1 1 1 -�� � � '� 11 ���� ": " I ­ � ­ - . � --------- - ­___L____ �;� I � I I _-­!-­_­-. ­­r --.,'�­...I ­ -­­ .. - I .11 - - viii, 11 - - --f- . - IX - I- 1, I, �4 I �� 1 A li 8 �' j I LIF � It . - - I � "", � , , I � I � I I _J I - __ '"', - � � " I ,,,, r� :� :6 1� � l , I - I'll. 11, At I A e, T i� g% P l I , : =i, I I.! 41) , l I , I X1111iR , T, ,,:: ".." � ANCHOP NOTES: MOT 911 11, ""- 1:: .ii*0 ""'Im" 5r � I A � I ,Iel M uPERE1 CA R � .�k I F �, - r 6�i�� "W i r,Lk%tM�MFVJk $04CLOULE AP'll Tt� AiLL PROCIFICII t:XtoIItr1F1 N, l CN`40 -,J.pcfw, , 'i, PiLiANIASILL ANCHCA SPAVII MAKIMI ALLI.70ill Willool AND PRLS51,1RESS tF(DICAMD 11 -_ �,;; , I, I - 4 j, l ,* . 14, , � �, , I ,I , I � I I � � ,"..I - I I - :A . ;,, : *, .1� 1:* C., . I I I . I � - " I � � ' I t ,I, 2 TT,�j -,: - ."'.1 I Ill , I "I I I,. 11 I ,,I M I ,I F, � . I I ir ,l I-PIV 'I I 1LIl,11i �, ­­­� IDLIAL-TONFIAl DrSTGN & �:_, I " !� I LC141 ,i­`,I1UiT`­I1 �Ir 1 _�I!ix­ I il'Ll, f- I i 11IN 'il I."-' ; , ­J1171HP 84'ANAPPLIi U.) ,-, 0 12 1 , a 2 III 2 n 'I, . . . . . �_ ;111`,� LCII TI I.NTYPE BASLE, �,N�;t;rl.'Illl�,A, , ",APl 2"A 11*� N % .�i 1410FITINV )FTAUF,QN Air _ _ - . 1-1. � __ _ ' - . ­.- - _­­ ii, 12"a" 'go, T , 12" A 2 SH10 k FN IDENTIFILIll CIF LOINNI'CIE004 IIII 'j, I , . � �,�, I"`� ,,,� Is, "", , 4,, 1-t ii All �,,, - 6XI So' � -a.,!. _. A.11l I ,�. :' - -1 I aj , � a ., , . � LFSEAI ..j ,� 11,33 . . . . . . PANEL FASIrEti�Ill I,, ,,r I � I , . I 11 _=_2 - L L11.U., G" 0133 'or q� I �"r.TRACX,51 XJC All - ""' . 'to 'LE : " 0 .-uv.. i 1*11 11 I 2 .;,- ��? � L 122LJ_J� 30- .!�_21E _P2:__I� _LL 11111 tl'- ANV 'UTHEAPERS 0"TNT.ILAOING LUILD-.)IIT'�klt4MnOr"� < - I � .1 ��,.�- 4�4, I' IT �14 4 P' I (" sil$4 jit�;,l 411, 1 .2". 4 All _LH)RIS 1,1-tal BE �Ill AAA BID IN ACCORCANCE WITH IYANUFAll 1',! ril' r " "i- 'I 1-� '' 'I - " r j — !: 4 T,-, l- T" ­ � l T j_- __ -1 -7- T1 6 �� _'i 7 n 5 IQLAllililx �r",t-PSTS7LR�CTVPZSVALLCOtiF,.�Cr7QA$TMCW','�,-'.1-1 - �� - - �I 0 , �7 I-7 F; --- -- �, MINOMLI ,EMS"SWSHA�l-5C,kSPOOTEDINAhCPLIRSCIIFDULC 1� - L7 wl 9 , ,7 arl 1 2 M, nol"i � I I P ..� 1 1�5" "il--i-if-J-xi � �1 0 I �E�� 7 7" 1 0I I 2 11" It �, MWiIKJ4 FMOPEDW113hol Al EDGE CISTANCE EXCLUIDE5 STUCCO, 10ri 11111_,� I1141I I I I III - t . il 1 ,.,'��.�:J:�L "k. iLtL �1�: " "I - ---­-1-r -"-] h'-: _-, -S - Will i" - - I � l�, �­:­` " 9 , I 11 I It A, �l li"11"" f1ii WALL FINISHES SHALL BE UPPIED1171 Ifili .P. SHALL Be , I I I . ji I , T 2 _ . , i; 4'. *;_1 '­ i I � I - I I I 1 `2 �, , t AEIF`,THi`FFLIFM0iN11FVR I-OADS, TO HOST STRUMURF �__._ I . 'I t I ­ 1, -1:111 jr TIE 06'�Al r4r:17 To HEREIN GHAU BE FMSEDDED TO IFF1 CRACITFD CFIW,�RETE 011 ,.,` i , , , I ll I .. I 'I", �, ,. 1 , ,l , �, - , I I I I I l 1. I 11 -17 1 . .-I I , ,: , "'. 1 rKIK7IlPF te irl Mail EXTISTIMIG ,-,�iNDt'TTCtf, MAY VARY, FIELD It] 14 ilK """ 'I 1 ­' . I I I - I I I . 11 l . I .. L" � 4i INII)APF17ela- A_,-AIfQAP-;1N6MrFAPFRS NIXR.'Al FI.TiTE11i, III I I I l- I �-, . .-Ill ."'I I :I . f 1, ,L r oil �-� , \ I , * =r".00M. I, ": ,: . I I I I �1 , . � l L� It ­­_ . I : ,,L I 1, , ,,A III . III �it'! A- , I I � �1'�,A:��A �., , I � 4� 'L I , I . I I 9 W, As st. Inc. �, I , : , I — I I Virtu - '. 1: I l V 'L ._ I If I I ­ I., and an()roved i I, � ;1,11 11 I I 11:1 11 li� , ILP I Il 1. ,, _ �, 1. .1 11`1,�F, !,L�F'u� I', Rfi,ll plant Ravi "Woe 'jith Edi, '' ,l IL , , �1,� i or " ,,, 0 Fec � I 1 , ,', , , 1 1 Ill 'll", ll� I . I ,,, � I t , L I .,: I F l, I , 1 : � I c 1 , , I � I I Ili . r . I I I , I (or complian 21&Q a r P12309 I �� :'. . I- . I'l. , � � I 0 .i I I . , "I . by I ", LIIIk1­I,Iliv*­4- Pili 1, ­1 I, r I!" ` 11 :1 1INC11PORSI-Haul USTleri rril, ,!(i, � I 1�� I ,_ 11 I a a) a) -C- Coll — M Q) 1 -= > _(_- -I-- 0 = , T0 L_ a:, L_ C:�L C: _0 0 C M -0 CL . '63 b C-) (1) — (f) (1) ! A C = M - M , — U) (3) -0 0 0 C_ - 0 k -0-0 L_ (3) C) Cl r_- —0 :-3. C = .0 U_ — M 0 -I--- M I 0 M > . SO -0 F= 0 Cf) L_ (3) I ILL CDL . !E 0 %+_ M C — �_ . .S� ui) Ill 7.7 1A F1.4 44 hk� FAA = FAA IT ff � __1 U) 0 " (D Q) _+_j WIM11111111,10 U) :D M > 0 L_ U) 0- 0_ < (1) _#1 (-) C: :3 _0 Co 0 L.- 0- 0 a) L. U) M " co =3 LIJ :�i < = 2-7 < n I . __ SHEET NO. SH 1.5 E . E. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER ­ - . ­0 VVr_P% I nm ri VE BARRIER & LARILY SECURE MEN 4�1 WOOD FRAME CONSTH EXTERIOR SELF -ADHERED FLASHI'� SHEATHING BY LAPPING DOWN —, OVER RIM JOIST AND U�' WALL BY 6 IN WEATHER RESI$MVE BARRIER SEAL TOPS Of JOISTS - UNDER DECKING ED FLASHING I (SEE DETAIL WP07) HEAD FLASHING TIE-iN INSTRUXTIONS. I . Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier baO over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER rwpoi - X8"CEMENT EXTERIOR SHEATHING *PLASTER 12 MIL DPYLOK CMU - MASONRY BLOCK ............ EXTREME REFER TO TECHNICAL LETTER ON CHEMICAL 'WINDOW COMPATIBILITY FASTENER SE. L F ADH E R E 0 F LASHING 1) SEALANT AT o :ET. 4) SEALANT JOINT WINDOW BU(CK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK INSIDE EDGE OF 5) SEALANT FROM 2) SEALANT J04W WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ANDEXTENDIO NDOW FRAME MASONRY TTACHED SELF -ADHERED FLASHING PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T NAILING FLANGF. WINDOW BUCK ALL THE WAY AnOUND, INCLUDING SILL DO NOT FLASH OVER 2 W)TTOM NAIL ING 8 FLANGE �1­ SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF-ADIAERED FLASHING FENESTRATION INSTALLATION AND INTERFACE I HALF ROUND WINDOW [WP04 JAMB, SILL AND HEAD DETAX APPROVED SHEATHING APPROVED HOUSEWRAP ST RUC FALATHTWIN TRACK 2.5 314"CEMENI PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE *V"SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST E AM WP07 t L l000 —A U rol r— 11 L U r LiAz r i r4 u 2x FRAMEWALL---., PRODUC"'TS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (i) in each detail that corresponds to the numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2"DUROCK-­-----, go CMU 4"OR 8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED — VINYL SHOWER PAN 1'4" PER PLAN VVEATHER HESISTIVE 3ARRIER SLLF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A PXTERIORSHEATHING 314"-l" BEAD OF C( NSTR ADHESIVE TO BE APPLIED UNDER THRESHOLD OF D( �OR AND RETURN UPJAMB6'. LISE LQUID NAIL, BRAND OR EQUALWEATW R PROOF CAULKING SF(..'.TI0N-A(SEEDET 'kit 7 WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 Genera! Exterior walls shall provide thE� bLJl!'dII1g Nith a weath er- resistant exterior wall envelope. The exterior wall envelope shall (0 6 cm: 30 5 cml inni"Ho finching wz riQs(.,r1b­i in '-(ocfion R703 4 3A^-I'BEAD OF GON,:.:; IR ADHESIVE TO BE APPL IFT; UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6`1 USI 00LW R703.1.1 Water resistance. The exte� iot vvall envelope s-iall t)e designed and constructed �n a rnanner tha! prevents the aCCUmulatson of water EXTERIOR NAIL BRAND OR F4.),k WEA] HER M within the wall assembly� by providing a watei -resistant barnei, behind the exterior cladding as requifed by Section R703 2 and a means of PROOF GAUL KING CEMT. FIN. SILLF-ADHERE0 f-I-ASHING BUILDING PAPER draining to the extei tof viater that penetrates the exterior cladding. > WIRE LATH R703.2 Water- � e sist; ve oarrier one layer of tqo� '15 asphalt felt, free from notes ancl oreaKs, complying with ASTrvl D226 for Type 1 felt or other anoroved wate[-Fe,,isttv�j hamer shall be aoofiecl over studs or sheathino of all extehor walls No. 15 asohalt felt shall be armlied horizontallv SUBIFLOOR 14 � : 7 , �: with the upper �ayer lapped Over the lower layer not less than 2 inches. Where joints occur, felt sha;0 be lapped not less than 6 inches Other approved materials shall be instal�ed a-i accordance w4h the watei,-resisfive barrier rllWlUfacturer's installation instructions. The No 15 asphalt RIM JOIST felt or other approved ,vater�resIstive barrier rnater�al shall be continuous to the top of walls and terminated at penetrations and building appendages in a manne� to meet the requirements of the extenorwall envelope as described in Section R703,1. R703.7.3 Watei­resi-slo.,k� ba4rne�s Water -resistive barriers sha4 be installed as required;n Section R703.2and,where appl!ed over wood -based sheathing, shall include awater-re 't ive vapor-perneab�e vv�th a peftrlranc�e at le-ast equivaleot to tvfo layers of Grade D paper. The (2) individual layers shall be installed indepenuently such that e@ch la�yer provides a separate (contiI-WOUS plane and any flashing (installed in accordance ww-i Section R703.4) intended to drain to the water -resistive barrier is directed between the layers - SELF -ADHERED FLASHING WP02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive t),vrner that is applied over o.,00d-basecl sheathing has a water resistance equal to or gIeater than that of 610-niinute- GILade D pa�per and is separated �rorn the stucco by an intervening, substantially nonwater_abS()rLJ),ng la��er or designec! dramage space MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT — INSTAL L Stv I f 41 W1 Rf:' NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLA HINGJANIC1, & HYM-)) THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashirg. virvy] flashmg self -adhered membranes and ffiechari�c.ally attaclied flexible flashing shall be applied N"' FLASHING7 HERED FLASHING AI� ---$ELF-ADHERED FLASHING--,,, shingle -fashion or in accordance �,vith 010 instru(_tions Metal flashing shall be corrosion resistant. Fluid -applied membranes F L_ANG� () MNi"I)OW J M (SU Df tAlt VoPDI!� used as flashing shall be applied in accorcince with the nianufaCtUrer's insti uctions. All fla,,limg shall be applied in a manner to prevent the entry of water into thewa�l cavity or penell of to the buIlding structural framing components. SCORED RELEASE PAPER Self -adhered wemb,,anes used as flashing shall C0111ply Mth AAMA 711. All exterior fenestration products shall be sealed at the juncture w�th TIplying with AAMA 800 �or ASTM C920 Class 25 Grade NS or- greater for proper joint expansion and — SELF -ADHE RED Ftfi-SHING, MEFORE FOL11ANG. SCOPE the building wa i v.-ith a sealant cot FXTEND A MINIMUM 6' P.E t FL 901F PAPER t0 E>POSF VERTICALLY FROM AMEME AS $WWN) contraction, ASTMC 1 2,,R 1, AAMA 812, or other approved standard as approphate foi the type of sealant, Fluid -applied membranes used as BOTTOM OF flashing in exterior shal! con-iply -�vith APAIA 714. The fiashwig shal� exte�nd tO th(-) SUrface of the exterior wal! fimsh Approved flashings THRESH >LD shall be installed at the lc)��cving l� ins 1 1 Extcnnrv,,inrliov,� and door oneninns Flashinn at exterior window and door oneninns shall extend to the $LIrf0ce,.-,1 the exterior wall finish oi to the, ,,,-atpr-re.s�stive barrier complying with Section'703 2 for subseclUent drainage. Mechanically attached flexible flashings shall oonipl�y� 12, Flashing at extehor window and door open:ngs shall be installed in accordance with one or more of the folloA,r�,J 4 1 T f fi f, + + 11 C 11 fI ki i + C f I; +; + 1414 4 i +k f^ + +; SELF -ADHERED FLASHING c2a "V "-,7. 1 t.'( W1 cavv %,Cx V"a "%j 0 1 9_.11.al� "��.P F ca V" -Is In accordance with the flashing rnaflUtaCtUlef'S Instructions. Where flashing instructions or details are �4 not provided, pan flashing shah be installedat tl--ie s0l of extenor wm(k v��, and dt)or openings. Pan flashing shall be sealed or SEALTOPS0FJ,)1Sls sloped in s'Lich a manner as to direct water to the surlace of the exterio'r wall fin�sh or to the water resistive barrier for SUbseqUent UNDER DECKIN(, (SEE DETAIL WP)7) t7 diainage� Openi ngs u sing pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or niett-od of a regIstered desigfi professional SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1,3 1.3, In ac�,ordance with other approved melhods, EXTERIOR DOOR WITH DECK WP051 INSIDE CORNER WP06 1.4 In accordance with FrVIA/AA�,JA 100, FMAI AAll 200, FMAIWONIA. 250, FN1A1AAN1A)'WDMA 300 or FMA/AAMAfWDMA 400. 2.2.At the inter se ct ion of cliirnney,., or other rnas-onry construction with fran-te oi stucco walis with projecting lips on both sides tinder stucco copings Ground 3.3.Unrier and �:.,t the ends of masonry, wood of i'vetal copings and sills� SHEATHING 4.4.ContiI)LI01L1sl:y al,)ove all projecting wood trim. 5,5,Where extei ctr poiches, decks or stairs attach to a wall or floor assen)biy of wood -frame construction. 7.7.At built-in Qutters 6. 6.At vv SFLF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z Z 0- Cr cc W W a. a- UJ W cr UJ W 0 SHOWER SEAT WP1 1 PLASTFR SIOP CONTINUOUS BACKER I �00 & SEALANT ;LF-ADHERED FLASHING XCH ,HERED FLASHING l� , 4 N ) (-5) IWPO8 Lath Sheathing Stucco A 4 Foundation Walla A FOUNDATION WEEP SCREED STRIP OF SAF C)RAINAGE PLANE WRB BOND BREAK WRB SF LA I H WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-102" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. \_110 1111TSIA1 DRIP SCREEU PLASI IC ACCESSORY SOFFITICANTILEVER LEGEND 141F ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING ($F) LATH PLASTER ACCESSORY SHEATHING, 'OSB'. P1 YWC)0D DFNSGL,ASS sl,RuL:TUHALFRAMINn_ 8TnucTURAL SHLA (I UPI �,_�STRIP OF SAF )--DRAINAGE PLANE WWI _,,__BOND BREAK WRB SF LAT� I 116 ER STOP N1 IOIJS RACKLI4 R01) i. ANT 141ITIOUS FINISH WP10 THESE DETAILS ARE GENERiC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7 �8" Cement Plaste in accordance with A'� I MC%2� Felt backed metal lathe In accof clance 4, with A,. I MC 10( Building Paper _4 v6, 16" () S H, shealhinU WeeD Screed Installed As 1'.)ei Manufact Specss. Rottci�­n of V4eep Scieed I I 1 11 .1 4 W4 A�x)vp Rnc)f Cement Plastei in accordnn��,e with ASTt,�V"�426 over wood �InJ floof C. 0: t 1 -,1 floor M /�'8" C'o�nierit Plastet in accordance with AS r MC926 -net� Fplt hackrId t i� lathe in accordance with ASTMC1063 "1/16" 0 S.B� sheathing s Stampede oi- similar cauk bottom joint on�, 14veep scleed Installed As Per manufact. Specs. 112" Ceinentitious Decoialive Finish All insideand outside cornei will need to be miter and caulked all 5t)(t joints need to becaulked using `Oimpede or Fim :;iulk foi rill Not& The building paper and metal lath m t b installed over the top of the weep scre i Inc- virtualRevile ssi ap To lkevievi cOMP C 7t dillO wi t ce WEEP SCREED DETAIL ALE: NOT TO SCALE :> O000 0 CL 0_ 0 0 70 0 0 0 L_ CL a 0 C: C: .0 UL. CD 0 0 ca a— Co > 0 (n (D in " CL 1002, C/) CL < (n (Wj) > 0 L. Cloo < .6-0 0 0 CL (1) in ICU UJ Z Z SHEET NO. WP1 M0 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_O1r 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 1Ti%11fRRI:WtVI::Il►Le]1W4:»A\► 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 11= 1 1_n11 IN bn z 00 HEAD WALL 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 TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYONL7\ UNDERLAYMENT ROOF UNDERLAYMEN TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 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 TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED—t WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS--- ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"---_ 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 FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE n 77 TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j WALL FLASHING O O -+-+ 3 R703.1 .1 WATER RESISTANCE THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING N FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O 0 PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CCI -0 CL WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .� V10 WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CCf Ca N SHINGLE WATER O Z7 U SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO. ASPHALT FELT, FREE FROM C OO O N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 2)_ C O 3 OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C O LL— CU TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O C `� > STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O CO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) O L +O+ Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CC'u' d FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE N0.15 ASPHALT FELT F— .� Cn 'Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A Z TURN UP WALL MIN 8" UNDERLAYMENT Z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO 00 PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE er `v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `'' 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" 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 HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 12 R F T WALL -SHINGLE TSIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3r� 1 �-O�r 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 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE r TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR ` FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 00 STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8 BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE lo INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" 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 CONT SELF ADHERED 01, CONT BUTYL TAPE SEALANT PER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER lo 11 INSTRUCTIONS AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 STANDING SEAM METAL °p REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO 40 CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TSIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 1 �, WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. C/) CCS 0 a� C_ U) CU JUL 21 2023 . _ 0- 0 yVirtualeview O U Assist. Inc. Plans evewcompleted and approv for compliance with the 2020 FBC 7th Ed tion by Debra Anne Klahr PX2300C/) L co w z z J CL 0 SHEET NO. WP 2,0 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 3"=1'-0" 3"=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 SCRE 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 CO PAN FLASHING 6"MIN—_—___, 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 NOTE: PER PLAN------ ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS YMENT LE OVER E ATHING I E =ASCIA IERED WRB TO OVER WRB ON .OW A BRAKE METAL WRAP ;KER ROD ANT Y MOULDING BRAKE METAL )N FRAME - 7/8" AND FINISH STUCCO =URRING LATH ON 2- )F WATER RESISTIVE COMPLYING WITH 66, TYPE 1 (TYP) ATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE C/) CU �; �• SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. ] U WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED -.-r SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2 FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU -0, 0- BARRIER OVER FLASHING PER ELEVATIONS .� EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �p� V STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. � COI Ca SHINGLE WATER RESISTIVE CU R7 U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O ?y BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL ,O' V- FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Co O `+— CU COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N '� E O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (DL- +.• d CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE _C c" Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Ci) Q LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED Is VIN 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 HEAD WALL RAKE WALL INS T RUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 16 _ F T WALL - L TILE T DIN W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3�� 1 �-011 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: 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 WP 18 FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 2 12023 Virtual Review Assist, Inc., Plans Review completed and appl for compliance with the 2020 FBC 7t1 by Debra Anne Klahr PX2300 0 V w z z J a U) CU 0 Q U O CU m SHEET NO. WP 2 A