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Home My WebLink About6497 Back Forty Lp1' 1 I p I L _ I_ ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS K ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AU0 1 5 2023 1.0 CLIENT CHANGES CS COVER SHEET AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING N AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN C) A/C - AIR CCNDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A2 1ST AND 2ND FLOOR PLAN ALUM - ALUMINUM # -NUMBER AT -ALUMINUM THRESHOLD OC - ON CENTER A3 STAIR DETAILS 3.0 MASTER CHANGE UPDATE AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR - ROOF FRAMING PLAN ,-� �, C 4.0 PERMIT COMMENT REVISION AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS &ROOF PLAN =% F 00 5.0 TRUSS CONNECTOR REVISION BFE -BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS A ti BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES BLDG - BUILDING OH CABS- OVERHEAD CABS BIRD -BOARD PNT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES. , 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5t -PAINT PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS R ',.i:`i `' �'':- biv 8.0 ADDING K, L, M ELEVATIONS BRG - BEARING PTD - PAINTED BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS Y' • '„ ''A i _ O BUC - BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S5 S6 STRUCTURAL DETAILS WALL SECTION DETAILS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX' CAB -CABINET PLT -PLATE CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC SS RETRO FIT DETAILS - W 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS CLG HT - CEILING HEIGHT LB -POUND JOBSITE CONDITIONS S11 PRECAST DETAILS CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PA 1.1 PRODUCT APPROVAL PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL to N LO E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING . o o CTR -CENTER READ -REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA 1.5 SH 1.0 PRODUCT APPROVAL HURRICANE SHUTTERS _� f.. -0 o v �. � � � �' DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS (n 2 4- } ° O 00 ua N V -0-0- DTL - DETAIL IRS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS S a g DIM - DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS = U a, < DISCON -DISCONNECT SCRN -SCREEN DW SIM SH 1.5 HURRICANE SHUTTERS �V) w v c Ems' c -DISHWASHER -SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS i ao E M o, DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP 2.0 WATERPROOFING DETAILS a a DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS ° w N w FIR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W W o w < w -j w g � o ui o 2 J ¢ o ¢ ¢ o o J zw o GA -GAUGE TO BE TEMPERED GLASS. SECTION R308 ( ) Q Q_ ?= o- Snx o z m o o� a a �o U) Z GB - GRAB BAR V FRT - VERIFIYAIN FIELD F- F- D O W w o�oom z 0 z w _ z ° v Z Z Ja GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: () Z ' o a > Y D z LL p W 0 ¢owoW��_u,wo2U°Q GLS -GLASS V -VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: co o a o o a GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL �_ ~ HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. ' HC - HANDICAP WDW - WINDOW INSUL - INSULATION W/ - WITH FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD j °S O N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: -�\ Z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING _� �.1 O Lu LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.S. DOOR OPENINGS: O ; � b MAX - MAXIMUM MATL -MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 cM O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING � MMEC~ H N.CAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED w Lo MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR J MC - MEDICINE CABINET FRAME 2 (1) 1,- MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR Q W Q Lo of co A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH a- - SURFACE TO FINISH SURFACE Q >- Q 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND z U z ❑A = STAIR CALL OUT HEIGHT OF A13�--SHEET NUMBERW STEP DOWN \ CO 1 INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES �,j, � J W J O O CO FOOTING CALL OUT - STEP DOWN ARROW SHOWS C = SEE FOOTING CALLOUT DIRECTION OF VIEW C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR �' 1 0• i^ SCHEDULE INTERIOR SHOWS INTERIOR ELEVATION OTION �D RECMARKER OF VIEW = KEYNOTE CALL OUT O C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB N cM co 1 - N N N A9 ELEV NUMBER SHOWS UNLESS OTHERWISE NOTED o N o N O N _---ARROW PRE -CAST LINTEL CALL SHEET NUMBERDIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE CD= OUT - SEE LENTEL EXTERIOR 1 F OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE JUL Z ZO23 0 0 0 1 E ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER CALL OUT - SEE SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND O LEDGER SCHEDULE 4 A15 2 o o F, ARROW SHOWS LOCATION OF CUT COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. _� ^J 00 a 3 DIRECTION OF VIEW I �/ co 00 MULTI VIEW INTERIOR SECTION o 0 N 0 N 0 N 0 N N1 N N1 ELEVATION MARKER MARKER Review Assisi. In'-' O N N N N N N N Virtual Plans Review completed and app rover, M C� 00 o � , M o M , � NCO O for compliance with the 2020 FBC 7tb Edit �oL 4 O r'- O o O 6 V- o r 0 co 0 by p2bra 4n90 Klahr PX2 G( O N'^ Q 0 0 0 00 0 0 u1 , > c- N M! 't Lo CD r�- I co Z Z -ZO 0Wco F*J Fq A 0 W U_o�o o = 0) ~W wa �m -o (n z��tr LENNAR TAMPA DIVISION Q =m0Z 0Z�W 4600 W CYPRESS ST, SUITE 200 00 �2z� TAM PA, FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS W N O r < z 0 U�>- o 813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Q z LoZZ Q O LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V g HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O Q INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE �MM W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z c z Lu DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL 2382 ADS 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 W > O LAST PLOT DATE (�' N 0 DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK Ma. 9, 23 y CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE O SINK- KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20 x 20 DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. EE MONO FTG 16" x 20" DP (2) #5s CONT. CF1j PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY �� 21 2023 r Virtual Review Assist, inc a C9veo Mans Review comp�ete� FBC 1th Edilior= liance with the 2020 far comQ panelahr PX230� '�V Bebraa ,. FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-011 M N O O 50) LLI o z Q N N L N F > 0o 0 C] c� ti N � Z) Ow � m [ W 2 O o Oo o Q p O •N Ln w Q N 0O W L E� W W � u f vi Lu w�- wJ �gYz� z R0¢2Qa zOWzyU0�0 X�OgOO�H Q C) �F- onox9ooRoomZzQ Lu � o o� L Z �zLL0UOzZz a LL H��I ¢ <oLu o¢ oQzga aw U. O O Z N Ow 0 1,� M O Q � M � � w - r M co Q Q Z U W W _j0 O J N N co N N N N ti N 4 r- 4 r r O N O N O O . O O 00 O r M r M r O N O N O N r N r N O O N O N O N O N O N O N O N cV o0 O U-) r ob O M r N O M OO O 0 O 0 r r 0 r ,- O 6 O N� N j o 00 0 d• 0 0 0 Lo r N M 11') C4 I1- c co vJ Z z O O 0 w v5 -N-+ O Uo�Q _ Lo-0 (� zWF¢ r Q =M02 N UZ~W 00 � mzw M a Z Z It � � N OU J}z a LZZ z Z o U g Ov o m Q z Z J WCV) O O LAST PLOT DATE .. May. 9, 23 Z -f-a O FOUNDATION ..I PLAN B 30'-0" EGRESS -RG ' % •_ FAM I LY ROOM 16'-3" X 15'-2" 8'-8" CLG 0 CV BRIG OWNER'S SUITE WALL 13 -0 X 15 -11 8'-8" CLG 7 5/8" 14'-2" L 4'-6" 5'-6" T-4 3/4" 7 5/8" NOTE: PROVIDE 1/2" PLYWOOD 1 -2 DRAFT STOP IN FLOOR 2' -0" TRUSS SYSTEM FOR A 2X8 W L MAX. AREA OF 1000 S.F. (PER FBC R302.12) CPT. TILE — TILE ------ �— — DRAIN 2X6 KN00 WALL OP g'-7" X 14'-2" N SHWR HD AT 3 1/2 &VALVE '-8" CLG REF — wQ 5A7BRG 6 rn u l WALL z IL it I Y to AV- I — OWNER'S RANGE CAFE �w ii C HOOD W/ BATH 2868 N 8'-6" X 14'-2" 00 v ii C ° c GG c=nQ 8'-8" CLG M ii C C c TB S3 TILE CPT. TP 1 iv ii 2 A7 1 LIN. � A3 PLUMB ° - �W N STACK WALL bo 7 5/8" 7 5/8" Ln 11 3'-6" 610 4 10 2 2 2 10" 5 8 1 11 " T-7' 3'-4 3/4 co W.I.C. � cc 00 UTILITE HANSEN � BOX I ' PANTRY `V N q7 4 I DRYER i at5 C° VENT CO BATH (n ° c=n GG W/S AT I 6" WALL I a �n S3 60" AFF �2868 �- U BRG 000 — — — — -j 4Tt WALL N DS&R NLINE OF _00 20 MIN FIRE 'FLOOR `" RATED DR 4 �4" INSULATED S/H ABV W/ WEATHER WALL r �2X4 STRIP .U.0 W/ r 22"x36" HTT4 AT I ATTIC PROTECTIVE BTM & L ACCESS BOLLARD MTS20 9 AT TOP 4" INSULATED 8 BRG. WALL 3 --' -- 7 A3 42" H. 6 SLOPED TWO CAR GARAGE LOW 5 WALL S3 19'-3" X 20'-0" 4 CPT -- -- FOYER TILE D I 3 2 1 S3 i I up L9 --- I TIE BM SH 1/2 34 00 �� I AT 10'-0" HD AT 7'-4" _ o TEMP. GLASS co 3 1/2 I I °P w oo 9 o Y ---- ENTRY NOTE: 5 8 X 5 4 SEE SHEET S-11, S-12 '2382' FOR LINTEL V-4" 6 2'- 1'-4" 4'4" 2'-3" CALLOUTS & DETAILS 40 9'-6" m� bo 30'-0" W F- Q 16070 16'-0" 20'-6" TIE BM TIE BM AT 10'-0" AT 10'-0" 00 m00 w H Q *101 FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1'-011 — —LINE OF GARAGE IN 2'-3" B J 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION B 1 /411 = 11-011 R-11 F.G. ION IN ,DJACENT ;SPACE ! R-11 F.G. ION IN R WALLS, JG BEHIND TIN SSEMBLY 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. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE 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.) = 56" A.F.F. 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. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = 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: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 . INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 Plans Review completed and approved for compliance with the 2020 FBC 7th Editio+l 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 INTERIOR END AREA (ft)2 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 GARAGE DR 30.0 -33.9 30.0 -33.9 M N O N Un LO t-1 "t..* :� co LO �� Lt r 'h 2 wt` W :4 _ o W z SnIN` 0 LO c W L o U \J�yn MC N . M :n -0 7_ - d (1)W AU' E -z L M o p�8 vQ CUDU 2 Q 7W L E - - 00 V cL a LU U' W Ld Uj W O~ W H a 0 _j � Q Y Z W Z W�--i 03��¢¢u_00O JO Q Q C_i =0X zXILOZ20 I—¢~ acoa �0ZOROOMO U (� (n LL Z rn�iLa. > LdW�in�X¢0X -'OWO�F¢-�z2w2320 < ¢ OQ s o oQZ9¢ �¢IL O Z W O� O M Q 'rA M r__ I— cM Z U W W _jQ O nj N co 0 co 0 0 ti 4 4 r- O N O N O 0 o O C) co M co 0o O O o O O O O O O O O N N N N N N N O co Lo 00 A , O O e— N M N N M O ' ' ' rn o 0 o 0 0 o 0 c O ' NLO;o000000 1q N M Lo CO I N z z O}' WO o(D wW�> O a�--O�a z-Q ZwlWM `~nMOZ LU V Z � W 00 � 2 z w M _zzLL �Lu (11 Og�z �< UU)zz T<O ,z Z U UO Og W Q z W J M N LU O O LAST PLOT DATE May. 9, 23 O 1ST & 2ND FLOOR J PLAN B i STAIR SECTION 1 /211 = 1'-011 10" 1" NOSING SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE a,HW/ FBCR R311.7.2 RISERS CUT FROM 1 x MATERIAL \ TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER -- / � STAIR DETAIL 1 /411 = 1'-0„ 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. Z/-/tA3 i i 1 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MDSTA 36 STRAP EACH ST A? EACH SIDE CENT �((�Z�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 Agk T/WALL W O z w V) 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. 3 WALL SPLICE DETAIL N.T.S. JUL 2 1 202 Virtual Review Assist, Inc. Plans Review completed and approved for compliaC��awith Annethe lahlr n pX23p0 Editio b Y r co N WWC 0 W�/ W 0 z Q W LO N C %o 0 W L C") N v N M M M E v g 0 u-8 o Q a � •N w p^-O Y .. N c 7N L o Em .m Ly Lli W , L.L `W Lu Uj W Q F- W I-Q ci > W�Yezw Z of QO-J0 3: W %LLU0OLL-j- Q _v ~ <CJX-jZ W LLozzomHQ~ WWa.>WW 0 U OO Z WW0W WQ= J -1 < WQ0zWZ020oa. LL oW H 9WZaaQ Q OQ =O O�QLL 0 Z W O� M O 0 F- QWM�f u ti M Z V W� W JQ 0 J Nm N co N N N N ti N 4 r 4 r r O N O N O 0 o . O o 00 O r co Oo o O o �- r O o N 0 N 0 N 0o N N 0 N 0 N 00 u� 00 A r O LO OO v o o 6 o o r o r 11-L 0 6 0 o cn N u .A, a)p O O O O O o L CO Z Z O lc:)„:,_ Lu oW O U�>a �o�a- z W q ~mOZ (DZ�W N �<Z WM aZz Lr) w N Og2z }.. UT)Zz Z �Qp Z U U g 0 O �00 ' Q z Z z W J WCV) T O LAST PLOT DATE >vC) .. May. 9, 23 Z 4-0 O j DETAILS 30'-0" FTFGF 11 o T 3'-10" 5'-8" 20'-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 N a v I 1- M I Q M U) W M CJ1A CJ3A CJ5A U-106�# E FA U=1063# CJ1A CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 <C BOTTOM CHORD CAN BE REM DVED IN FIELD IF NEEDED ATTIC A1A (ACCESS M AHU V Al Al 0 A3 A4 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) L0 A5 U-1008 # U -1088 # A7G 1 r m w--- - EJ7A - - CJ5A CJ3A CJ1A C3 U •� C \\\'ij\\Z ti�� 1 /2" o? 12'-0" LO � 6-0" a 1 V-2 7 7/8" G. 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" 14 r- PLUMB CUT — 2X4 1 12" (0 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"A.F.F. 1I HEEL= 4 1/16" PLUMB CUT/ HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 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 TC 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 FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES virtual Revle leAed'an[►_ lapprov," plans Review comp far compliance with the 2C 2g FBC 7tii by Mehra Anne KlahrX2301 ATTENTION! DON'T LIFT SINGLE TRUSSES MATH SPANS LONGER THAN 30' BY THE PEAK I CONSULT BC 30' Span or less 60 degrees or less I- 1/2 �I I 2/31o112 �I line r span approx. 1 Tag line f span approx. 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KE 51-1511 A LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 I CARPENTER —E�= CONTRACTORS OF AMERICA 3900 AVENUE & N. W. WINTER HAVEN FLORIDA 33860 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 2017 LAN# FLICA/lE N333525R 1'=11 M N 0 N rn LO 00 r4i O w 0 z Q v) m LO — E > O CN 0 `-0 o CO m V) N Cl) V -0-0-co0 M W E 2 Q O 2 0 rn O li g o Q v •N p0 U LLJ %ZN >` oE7 v 7N v n V, W W w fng° w~Q xLLY►z- w Jz�- U)W Ix �°3WUO�0 Q <°X_Q � 0M0°F—QQ(PE)°W�ZoU °ZjV5W = ° O O Oz acww�LLIX¢°.<� LL<<Z � YZ OQ 0 Q O Z W coO M Q W rl- I� CM 00 Z U F_ Wz W J0 O co N N N N N N ti N 4 4 � O N O N O O O O O c6 a C0 r-- CO — O N O N O N e- N r- N O O N O N O N O N O N O N O N W 0 Lo 06 A " O L0 O0 4 0 6 0 O T-- a T- " O 6 O 1 CV.A �) � ; 0 0 0 O I O O O c- CV M LID CO 1` CO (n Z z Z 2 _ 0Wv) O F—O�-a a cn °z LU 'F_nm0Z V LU Z � W � 0-2zX W N �a2w 0 < U z zz �QO . Z U U a Oo a z z J M LU O Q LAST PLOT DATE May. 9, 23 z4--1 O 2ND FLOOR ROOF _1 FRAMING PLAN B V ROOF FINISH PER ELEVATION 12 ROOF SHEATHING �5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA %�ALUMINUM WRAP _ALUMINUM SOFFIT 'Ila Im NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 1_ 11 41 = ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ' MTL DRIP EDGE b: ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SO,FFIT DETAIL 713/4 — - CV o 19 N N 1-4 2" 2" V-8" FOAM LOUVER DETAIL TYP E8FALSE 6" 1" 4"1, 4" (V (V o 0 o 00 EPS �4XFOAM BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. ROOF SHEATHING (S)A23 E--MTL DRIP EDGE 2X4 SUB -FASCIA •'. 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 010 4' _ - PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED tV 0 0 0 0 0 8" V-0" V-0" 1'-0" 1'-0" DETAIL a3/4LEDGER '_ ' - 8" TRUSS HEEL CASING BEAD WITH WEEP SCREED OVER FLASHING — ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE ROOF FRONT ELEVATION B 1 /411 = 1'-011 12 51, 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 1-0, — — — 7/8" STUCCO ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" A/C UNIT AND PAD 1ST FLOOR FF —� GRADE LINE (D_EEAR ELEVATION B 1 /8 - 11-011 ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT U-0" 1ST FLOOR FF GRADE LINE--/ ARIGHT ELEVATION B 1 /811 = 1'-011 12 51 —Or 8" TRUSS HEEL ELEV AT 18'-0" 11 —1111 u 111111-111111 111111 — T.O.P. 1'-0" 16-8" ELEV AT 10'-0" 7/8" STUCCO 2ND FLOOR FF OVER FRAME CONTROL JOINT — ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0" MID WALL WEEP SCREED AND PAD zo ELEV AT 0'-0" 17M 4" STUCCO BAND WEEP SCREED 1-01, 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 12 !`5 A/C UNIT .AND PAD 18'-8" _ C7 — �� o W N x z 1ST FLOOR FF GRADE LINE CLEFT ELEVATION B 1 /811 = 1'-011 16'-8" — CONTROL JOINT — 5/8" STUCCO 6" OVER MASONRY r` 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 MATE (RE ER TO SHEET SN1 FOR THE ENGINEERED VETH L i ATTACHMENT) Virtual Review Assisi, Inc JUL 21 Plans Review completed and approveC tar compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF GENERAL NOTES: 6-11" T-4" 15-9" * G.C. VERIFY ROOF PITCH o ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) q — IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF — — — — — — — `V SLOPE " — — — "— — — — SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 5:12 I ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION UJI I - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) 0 Ln I - SHINGLE LOADING j I ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT T-0" RIDGE I LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE VENT I INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT SLOPE SLOPE �5:12 5. I ATTIC AREA 1 = 1268 SQ FT I VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN I VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT 10'-0" RIDGE i o VENT c, VENTILATION REQUIRED = 214 SQ IN — — — — — — — — — — — — VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION SLOPE SLOPE Lu � O L ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. 5:12 512 J I THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. 6-0" RIDGE I THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE VENT 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 ZjLjVERTICALLY) L_ I BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, — — WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY e COPE SLOPE EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. I VERIFIES � ALUES TO BE TH MANUFACTURER SPECN IFTS) - L RIDGE VENTS SQ. IN OF NET FREE AREA / LINEARI * OFF VENTS 138 SQ. IN. OF NET FREE AREA / UNIT 0 II * -RIDGE - _ J 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 SO. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE OF PLAN B NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE �/8 G�l -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL 1'_0 PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N 0 Lin 0 0 Q O W z Q n0 N LO - i� W \T L o u ' In M N 0 N N M .�D V -0 � - 2 n A, E -L L p W 2 g LM _ 0 U- 8 m Q N ` .0 w C7 ^ < QN co ,2 E 000 CL t1J w (� � LLI t/j w o Lu wFw-Q of W Q�QYzW Z f)_u)W Of_jOHgoLLUpO�oU-jO JZWL <Q U I- � ZOXZ- Ozo2OOrQ~ q�OOWO�mZZ)w1U CooZw��-gw a�(OzYOzLLof OZs a�aad 0it o =)oXZg¢ Q�¢� s-a O O Z W O� f) M O Q M � U)LL ti W M oo Q Q Z Z ?� 023 W j 00 N N N N N N ti CN 4 4 O CV O CV O O O o 0 Co of c� e- ao r O N o N o N N N N N O O N O CV O N O N O CV O N O N O 00 a0 M O Lo O c r O� O O CO o ' NLo .N 0 >�NM�Lo, o 0 0 0 0 0 to' 0 1-: Cr oo vJ z z —Zo O Wv o W i5 5;o-� U _ zw�Q �� Q =m0Z F- z N (Do � J 00 >_ < Z 0 M _Zz N 0:5 o Q �zz z ?Qo Z U g Ov o W Q z z W J M N W T, V o O LAST PLOT DATE May. 9, 23 Z 'oO EXTERIOR J ELEVATIONS B & ROOF PLAN - -- r I 1 - - - - -- - A/C DISCONNECT WP GFI I ` FAMILY \ \ ROOM / 0 C \ \ \ I F 6-7" �\ 6-5" I OWNER \ SUITE REF FI KITCHEN I, \ 4/ GFI AT GFI 30" A.F.F. — u i FOR 4'-3' n u u - HOOD I I `" u o \ u i To C° GFI GFI / �I n ur- ISP I u '. OWNER 1 -5 N u u ° BATH u n (A 4 DINING\ p --- ROOM 1 GFI AT i I GFI 30" A.F.F.i pW '3'-8"j 3'-0"4' 0„ A GFI GFI W.I.C.I GF 2'-3" ° ANTR LILIT GFI c GFI A A A A PWDR _ BATH ce)iv 2 3,_7 Fv 3�_2��- - - OS D FI 1 LINE OF FLOOR LIGHT AND - - - I ABOVE 77-,- - -k SWITCH IN ATTIC ELEC METER ' L_ - - -j ELEC TO2ND \ I PANEL FLR ELEC FOYER 48 110V CLG I o MNT. --- --- `V OUTLET i GFI i GFI GFI ------ ---— — — — — — — — — — I q LENTRY rGFI I i i FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1'-011 LINE OF ROOF M 1r1 �%Af SECOND FLOOR ELECTRICAL PLAN B 1 /4'1 = 1'-011 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 S FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to 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 SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ_ SC_'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 it 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET �-- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE Jul {} CLG MNT PREWIRE - FIXTURE BY OWV �/ -{} SURFACE MNT FIXTURE Virtual Review Assi i Plans Review completed WALL MNT FIXTURE for com diance with the gn 0 1 40W A 6" ROUND OPALEX - tx(Nlba tKIa r TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 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 °U-182 UNDER CABINET 18" =S-182 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 48"CLG MNT WRAPPED FLUOR LIGHT 9724:R 24" VANITY LIGHTING FF;F 36 ;;;R 36" VANITY LIGHTING �48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER CM CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER OT THERMOSTAT On 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. co N 0 N rn Ln Ln LO b <� W _ r = 0 W 0 z Q N �Il OWN > O o 0 W L 'L 0 U in M d } N M M N .�- VD Om u a E r 2-M L O O 2 o O LL g m Q • N w a ^ � :4:oc) i _N 7W V L 0 �T 0 0a W �Wy 0 W L.L. �LLj N WOE w�Q W�_j Ix9Yza Z M0m <Oo Wa,600_jo LLOZ O��QQ C) Q =�XJ Z LLL O CO W 9 O Z O 2 O o m U,(a�<nWW�ZU-a¢OX-i Z? U OO U) 0 z Q p W O H� W CL 2 U O Q Y Z oLL Q O 0 OQ Q O O zLU OI_ U) 5 ti M - 0 1O Q � M � z W I— W IZ M 00 < 1 23 Zv~ z W WO J O co Inc. approved mi C 7th Editior, 0 0 0 t` 4 4 O N O N O O O o 06 ai 0 T-- 00 r- O N O N O N r N N O O N O N O N O N O N O N O N LO O0 �t 0 w 0 o T o 0 co 0 NU-) j o CD O O CD O LO mt N M d' V7 CO ti Cr CO Z z -ZO O� wLU�>- WW(0 O V0�a 1- 0 CL .� z W ~co0Z N (DZ�W 00 �2zx M _Zz N ��2z 0 �zz Q Z YQO ry I.. Z U g Ov O W z Q z W J WC14 Q LAST PLOT DATE May. 9, 23 Z 0 1ST & 2ND FLOOR � ELECTRICAL PLAN B 1 1 1 I I, E�q I 1 1/2" FILLER A O M KITCHEN 1 /211 = 1 '-011 HOLLYWOOD STRIP LIGHTS F�� 4" BACKSPLASH \ / 30" HIGH MIRROR � � U KNEE SPACE / \ T-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER D5 OWNER'S BATH -1/2 - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION —� Ah ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" _ T.O. M. 12 0 ih 19 0 ih 1" FILLER SHWR HD L PRE-FAB SHOWER PER BUILDER VALVE II 4'-11" D6OWNER'S BATH l/i11= 11-011 UNIT '2382 - B, L & M'- BUILDING SECTION 3/1611 = 1'-011 DLH�N TCISLAND 1 /2 - 1 -0H CV - M _ 0o fV Co o co HOLLYWOOD STRIP LIGHTS - i R 30" HIGH MIRROR 4" BACKSPLASH / / \ 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (DEA TH #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR L C 3 KITCHEN 1 /2 = 11-011 3'-4 1/2" 2'-9 1/2" 8 BATH #2 2X6 KNEE WALL TOP AT 34 1/2" ELEV AT 18'-0" _ T.O.P. 181 11 LOFT eilh ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF WIRE SHELF BOX 220 VOLT - r- ---- r------ ®- Wi i----�---- p 14 1/2" X 16" I I I DRYER VENT RECESS I I I I I I I I I I I I I I i DUTILI�1�- 1 /2- 0 PRE-ENGINEERED LRUSSES - _ _ - BRG WALL GARAGE IE ------------- SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 10 UNIT'2382�� B L & M' FRONT SECTION 3/16 - 1 -0 JUL 2 2023 Virtual Review Assist, in. Plans Review completed and approved for compliance with the 2020 F8C 7th Etli by Debra Anne Klahr PX230ti M N O N L0 v t o : z �t .. W 2 O �...__, - o z ^N` N LO — ,0 W L q U M 0 ti Ln M 4—'^ ♦— � M Ln -0-0— w co 0 L p s u 0 - >.0 .N V w QN c 00 E W LO � .m �r W ow to LU ~ _j W zl�— �wLLp WW w�~-¢�z pWLL Up Q Q � x (�u)x0§OZOxOOmZz�~ Z20� U OL Z Jad>ZYpZZ�Qww� I~QwOw ap ti wo§aU) tZvQ � Oo = Q O ¢ Q O z N OW U) ti O O cM M Q � L.Lti z < W < U? F— cM 00 Z U z W WO J O N M M O O O 0 C 0 IY 0 0 0 0 00 Oi r- co 00 T- 0 N 0 N 0 N �- N N O N N N N N N N N N N N N (VN 6 o0 OO u� o0 M 1 O O o 0 0 C) o 0 Q p CD 0 0 0 C7 N Nij M 1 141 In CO 1 r-- ' co z Z O O w ow(0 L) U0 Lo Oa=Q zW 1.2 =co0Z = N n v F- Z Z j 00 �2z 0 x M Q.zz W N W§w Q LOzz • Z Z ~¢O U g zA7W N WCY) LAST PLOT DATE 0 May. 9, 23 Z INTERIOR ELEVATIONS B, L & M - I - - L - I I - L' - - Ell. -I i I V NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308 3 HUMAN IMPACT LOADS INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCA TIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. T 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2.2. ACI 530-16, ASCE 5/7MS 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. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE 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 145 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIPEMENTS : C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpoj and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barriermust be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 145 MPH + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. TYPE: 5B + 29.85 PSF/ - 39.97 PSF (END) U.N.O. GARAGE DOORS (V = 145 MPH) SINGLE 90 + 26.28 PSF / - 31.49 PSF DOUBLE 160 + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 I NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, SEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �UL 21 2023 Y Virtual F;eview Assist, Inc roveo Aans Review completed and 7 t�o, for compliance with the 020 Fp 23 t� Edi.. by beb M N 0 N O r. LO O LO �+ ' Q z Lu 0 -i w Z Q SIN` W W LO L u � 0MCq - � N , 2 H- r� tt'' V -0 -0- 2 M Oo o 0 0 U_o O Q tU�0 W L 00 E'-" a ❑w0wLLv7_j (2aYzXF X Z�2 U)u-?(n - QCJzu-: ) 0 ❑Oa - _j0ZdQ 0U)ofXOZ0X00MZZ U 0 0 DoZ �LUaLuM-wW0WX<0 �oW° <FnZWWo2U°a _j Q Q u- O Z N OW U :) ti co o O III-:cM M Q w II G w aLq I- 0� Qc. M ZUH WZ� W C:)J O mi N N N N N N 04 .�- C:)O O 0 0 O O O O O M O N 0 N CD N N N O C:) N C:)O N N C)O N N O CV O N N O - O � N CV)� C)0 0 6 0 6 0 ".1 0 (6 0 N Y! i O O O O O O O N M Ln CO fL �^ 00 VJ Z Z -ZO O}' WU�'- W (n O vo F- Q O�a O 11 ^ �r/^ V) Z W H F- H Q H � N f~nco0Z V Z � W 2 Z IX M �ZzU. g N �a�Z O Q Z Z Z O e s Z U OU _o co Z SNOJ Q Z Z W M N 0 0 O LAST PLOT DATE Jul. 10, 23 Z O STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - --WALL SHEATHING II it i I T [ 11 'I I ( I 16GAx1-1...' LONCa 3/4R"� "CROWNI , � ' n' STAPLES 6" O C, VE BETWEEN f MAX i 1 I 1 FiCaA s1-1 2'° LONG 3 4"-1 STUDS (NOTED THUS: { - OFFSET I --- rl l CROWN) STAPLES ;_q; 6" ,.,...m.... O.C. '�=ERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN i NOTED THUS:—` METAL LATH ATTACHMEI i DETAIL REV. 09.r4.:21 SCALE 3 4" = V-0' -DETAIL Iir:CEEDS THE REQUIREMENTS FOR FBC:R 7037.1 LATI W *ONLY APPLIES TO LENNAR TPA;JA'*- LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" a - (7 STUB -OUT FOR 0 o o ;n GAS METER C• U 0 0 iV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'.4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + . + + + + + + + + + EQ + + + t + + + + +• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ..... + + + + + -0" (TYP.) 4' 0" + + + + + 4'-0" + + Ll +++ +++ + + + + q + + lF + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + t + + + + + + y + + + + + + + t t + + + + UP — 15132" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (uft)3 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: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 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 woodpanels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM N w ........ ........ ......... . ...... STD.90° CONT. #5 CONT. #5 HOOK BAR BAR E #5 COAT. FROM NDATION UHIGHEST TO BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # FLOOR 2ndDS Solid block all posts from STUU above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. " 1/8" min.) Small gap 2" min. 2" max. � 4 max. -4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Piece joists togQther and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. top flange of joist. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° } 1/8" gap k / x y �1: Boise Joist Blocking I Ise 3" (1 Aril nails at R" n r 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.* <T/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @ INT. BRIG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) IBMin io 6„ A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Rind Hole Diar peter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular iHol, ° Side (In) 2 3 5 6 8 9 10 — Any 16" .)ist Span (`" 8 11R-0` 1'-1" 1'-2" 1`-2" 1'-3" 1 3n 1'-7 .V-11" 2'4" 2' 9" T 2" 3' 7„ 12 V-0" 1' 1` 2" V-2„ 1 3" 1' 9," 2,-4„ 2' 11„ 3 7" 4"-2" 4,-9", 5`4" 16 V-0" 1: 1" 1'-2" V-2" 1.-7 2, 5" 3, 2„ 3' 10" 4,_9." 5'-7„ 64". 7" 2" 20 1' 0" 1'-1" 1 -2" V-'2" 2'-0" 3°-L1" 4' 0" 4"-10" 5'-11'' 6" 11" T-11" 8'-11" 24 1"-0" 1 V-1., 1- 2„ 1 3„ 2,-5„ 3'-7 4'_9" 5'- 10" T-2„ 3>4., NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT R TRUSS 'OP PLATE I.0 SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. up can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top p required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM Z-/f WALL ==1� 11�ITI I I I=� °. I I• a:° I L=11-1 1-1 I 00 —III— 'k I I FINISHGRADE �I I I ICI I I I�LI I i I I ICI I I I Ills i i�IJ I I I I Im l I I 411— I I �I SLEEVE THRU STEM a e SEE PLAN FOR ° a . • • ° FOUNDATION INFO ° 4 STEM FOUNDATION GRADE r—REINF. SEE PLAN 1 A/C CHASE �4�PVC� (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L_ SEE FND. PLN. _ SIZE & REINF. Virtual Rev BELOW GRADE PIPE VERTICAL THRU FND. Plans Review col G for compliance with by Debra At TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE v ° d v ° 9 °° A. z •° • co � 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 Fr 7-----4. —4.— ° °°. d ------� . SEE FND. PLN. SIZE & REINF. co N 0 N LO 4. �^ o LO � �l, i 1. •y 71 UJ 2 a _ r 0 W z W L > 0" 0 M ` } ,M0 N V v 4) E -r- r o �•� O u pig Q 6cc) sU° 7W V L 0 E � C) a a UJ UW w 0Wf¢ zFo!� o:YF-o! zW w�M L � U Optna XJz�I—z{y_LL— ¢ z�9OZ0R0OmZQ O O U) rn0oLW0www0==¢0�� ¢aWO Y Z w0 7v°¢ OQ 0 0 oQzO¢¢ ¢ LL s� 0 Z CV LD 4 > q z C]L-7MO Q � M � 0- LL cn 2 I— 0� a. (M Wo-2v- 00 Z U WLU o _Jo Cfl 21 2023 `r N N N W ASSist, Inc. � N 4 - r 4 � plated and appro he 2020 FBC 7th1010o d 0 0 e ltlahr PX2300 O O O O DD O CO 00 0 N 0 N 0 N N N O O N C) N C)O N N O N O CV O N Cn N 00 O 6 00 O A � N O C+M C)0 C 0 O 0 O �— O O Na) '^ L , i C)o � N 0 t'7 0 � 0 LO 0 Cfl 0 I` 1 0 z z O w in 5;O LU }+ V �O�a ora 0 —0 ,^ VJ zW HQ QLU ~mOZ I-- "r (V D O j J z > w Z M r2 z z Of Lo LU N O�2z �•o Ua-zz . . Z O _�d z 0 OU a _O W Q z SN1J Z z W M O PLOT DATE >C)LAST III May. 9, 23 Z O STRUCTURAL — J DETAILS I - --- a IV (2) LAYERS ASTM TYPE II OR AST M D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7 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 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR 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 w a MIN PSI MAY VARY PER LMo MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL Wl AXW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE .E CV T ° IT- I 1_ 00 M _ 6 MIL VAPOR D 50 - BARRIER I V • • III= T COMP. SOIL. 11I ° (COMPACTED TO 95% —�—III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I ILI 11—I I I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT� SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS`.H.DRECESS . ;. z ' ; F SEE A/S3 OR J/S6—`1i111 1111, I11i1 1111 j1i1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) a ==-Ill=-ll ll m 1-III—III—III I ° •� f, �IIIIIIIIIIIIII�IIII I D/ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 Q WWF OR FIBERMESH ``' ° I I III —III —III—' 1 8" l —,1'-_�" ..—. ''E' . , F' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY s NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" OL A.F.F. e. ° a d '..Ia °.q' d' d ELEV. -0'-3 1/2" ° ... d° e o e °. ° O A.F.F. o °'° ° a ° e C 2x4 CONT. °' ° ° LL 'd a A. N GARAGE DEPTH VARIES °.,. .a ' . ° .. Q. 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 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"x12" TITEN HD @ 24" O.C. OR 5/8' x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/r 2" MIN. (2) #5 CONT. —/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH MIN. D SHEARWA SCALE: 3/4"=V-0" 1 /2"(min.)- 4" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON 001 w/ I, IV) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. D I =T-�=' 1/2"(min.)- 4" °O — I—III=III 31/2"(min.) - —III �I�I 1 111=1�1—I 1=I11 Ill —ICI I� (2) #5 CONT. I I 14,;1 1, 1 1111--111�1; 111—I 11 18� �— U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �Go SN�o s 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE A.. z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ? M ° > p P . FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] °—II_1=-111 ___ °O —III III o ° II —III —III —II °0 ° o. °� D 6 MIL VAPOR BARRIER #5 REINFORCING BAR R 1 7/8'' _ Z III o I I-1TI—TI f=1 I I —III= - z r III—III—III—III=1 I I —III-_ I I . I I I=1 11=1 11=1 11=1 T #5 LAP SPLICE o ° I —III —III —III —III —III —I I � g ° III—III_=III—III—III- N I I II I p°' 1=I I=III=III=� 11 36" MIN. LAP [36" MIN. LAP] =I 1=III=III=1 I=1 I= I T COMP. SOIL. (COMPACTED TO _ _ _ _ —1' 95% MODIFIED PROCTOR ASTM -101, III=III=III=Ill=� 1=III=1 I I=III=III=III=III=III=III=I I I� ,I f I D1557) 111 ,1�--11_1=T--,, , ,I I, , I I=111=III=1I I—III—III=1 I—III=1 11=1 I I=1 I I=1 11=1 I I-11 1—' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK I —I i I—f 11= _-�Ill — =III.,;,III ; 111=1II1111111=„111 ; 111-III-11= #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �"S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °°711171117-111711 =— =1#5 REBAR w/OPT. I� 11 -11 I —III -III— I I=11= III =11=SCREEN_ENCLOSURE III—IHE=III' .1 1I- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS d r M CV e' . r 4 I o0 111= °. SEE A/S3 0R J/S6--- -' 1111 1111 1i1 1 r FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. e e e GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. .MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN VIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N WWF OR FIBERMESH ce) N "It M 6 MIL VAPOR = =!'�I I=I I=I —-' Il'BARRIER —I I I1=1 I 1=1 I 1=1 11= 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x F.T. PLATE SPACE ANCHO:FROM a BOLTS 6" MAX oEND OF 2" x PE Lu G J a. IOL —III=III—III m s p . Lu g 1=, 111=III=11I I I ,,IT_ITiI I II 11 1 llil I I D�° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . ; CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO tl 2x4 P.T. PLATE o.s.s. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � Q SCHEDULE > J SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE 0 � CONNECTION INFO. SECURE ')-A P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.?& COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH , I I—III—IIIII- 111 III I--III—III—' (2) #5 CONT. =1 I 1=1 11E.1 I I, , , I I, 1 I I, ON 3" CHAIRS (TYP.) 1 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° _°80 r II -II =III-1II,;IIII a IIILI V rtuig Revie N L a —III Plans Review cowl co i 1 � •. III- for compliance with tl I1= by Debra Ann+ SEE A/S3/J/3618„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _t d CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRAD — a ° a _ ? II I II I I °°• W1=1Tf—iTf I I I=1' -T-III- W t oLu _ I I IIT_II a� . I 11=1I I —I 11-, - Z z OOTING -I I f 1 I f I I 1=1TI-1 11=1 I I I=1TI—ITI= I-III=III=1 I I —I I I ,I I., .III I fT BEYOND 'AD REINFORCEMENT ' -III—III—I i 1—' - SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ > CM NO N Lo ' ..j 00 L0 l 1,iJ w 0 Q W `o o u +- N N } M p Om u CO V -of °.' � 0 L Y/ :) _p o u a 0 w Q �N ai C) w QN TW v L 0:)E co m a W W W < Q w wWa ��_j IX¢9¢Yzw z xO�JQpQWQLLUOp�O Ix U Q H ?Cyx— pz�po�QQ Cy,0, zoLZL mZ� U _jOa>LLI zYOLLJ �0� Z LL Zz-0 <I w_ U �Wo2UU¢ Ow 0 Z) 0Q a ��w >R O O Z N DW > (1) O LO .J ULL ti Q 00 Q V Z F— Z � W W O J O 1 203 O L21 0 0 0 ti Assist, Inc, ted and approve 11 CV 0 No 0 2020 FBC 7th Edi ion Klahr PX2300 0 0 00 0 C) o 0 M N O O 0 0 O 0 CV 0 CV 0 CV 0 N 0 N N N M 0 V) 0 c7 1 0 O0 0 0 r- 0 0 1 "° NLO > p 0 iMNtLO(0r` 0 0 0 0 0 1 CO !C VJ Z Z —ZO O o UJI Lu o �_o�o �0�a i.i V l Z Ix W I- Q Q = m 0 Z Z J (V 3 i- �ZIr M aZZ W N O��z O < ULZz . z Z � Q 0 U a OV O W Q Z Z z J Wco N O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — _I 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 I FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d !^� TONEAILS SPACED v EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 z�TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d I� NAILS AT EACH STUD CRICKET AS REQUIRED --\ SINGLE 2x BASE ---f PLATE W/ (2)2) 16d 16d TO TRUSS BELOW r 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —J AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / • • . • . •- • MIN milli I:NEI !l�l Milli Illlm Milll Ill111111M IIIEE Milli IllIm! milli Illl�, NOTES: C FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, O 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. \\\\_InNEEM\\\\\NE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 7CUALt: N.I.J. a. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ' 12 (TYP.) SEE ELEV. 7 5!8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR FULL 8 8 16 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE ❑ ❑ ❑ x x NAILS SP2 w/ STUD 10d WALL NAILS AT EACH STUD \/LV DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w! MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON °4 DOOR STOP PSPN516Z w/ (12) 16d NAILS Id, MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /— SPLICE NAILS TOTAL) EA. SIDE OF / DOORGE ' 48SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i i n�r♦ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) 1 (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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFFAIgN� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8" BOX HEADER ONLY . EXTERIOR HEADERS: 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. �'S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. .1 Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d° c. FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U ?a 2x TOP PLATE T 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. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR igg P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °°°° • HTT4 w/ (18) 10d NAILS (3610# SPF) • HTT5 w/ (26) 10d NAILS (4670# SPF) • DTT2Z w/ (8) 1/4" x 1 1/2" SIDS (2145# SPF) • HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SIDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SIDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SIDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SIDS (6970# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SIDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO TOP PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST LONG. TYPICAL OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: NTS S4 JUL F= 2240 LBS SIMPSON C L C P.T. -ATE SIMPSON SP4 3P2 SIMPSON SP1 SIMPSON SP4 *SIMPSON 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 is M ° ° d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 --r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. >X 2X P.T. PLATE BOLT @ 24" O.C. MAX. OB C (MIN. (2) PER BOTTOM PLATE) •ROOF Virtual Review As TRUSS ABOVE Plans Review corrspletel 2X BLOWI�Rnpliance with the 20 f by Debra Anne Kla 11 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8'l J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD L-7 S4 is • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SPF FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY ]] • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 ° 2X8 P.T. BOTTOM PLATE D 5/8'l "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 m N .; :..._ CN Yc \ L { i Q z w uj z Q Ln >O o 0 c ti M 4-- in N U -070— 2 M ` u Q O o ouS oQ .Ns O w�° E Q o � }i � NN 'u uj � LLI Uj '0' w~¢ �gJ 09Yzz' z O O Q Q � � ?� X J Z Q Z Q 0 au (]f90 0R00m0z w w- w-� i U) Q Z cn Q¢<pWH w z wo Oda- LL OOQ o 0 oQz ►- u- sR 0 0 Z W 0� I (n O o��o Q LO Lcn (J)LL-ti M a oo ZVIa— Wz� W O �o 12023 co in FF7t1i= 0 0 0 and approved N N N N 0 N N O O O C) C:)O O 00 6 (0 T.- 00 T.- 0 N 0 N CD N N N O O N O N O N O CV O N O N O N O CV 00 O L6 O0 O c•M 1 N O M CD O O p� r 0 0 •7 N �1 J > 0 0 N 0 ch 0 4 0 u i 0 (4 0 r-- Z Z —z0 0.�, _ W0F w (0 O von° ~Wwg Q rr^^ vl � 0 Z�F- I.-W �� Q CLu O OZ V j J N Z i-mzw >- M �ZZU Ln Lu N 0a.2w O Q z Z Z p Z U OU O W a z Z z w W T co o LAST PLOT DATE >0 a m May. 9, 23 zfl O STRUCTURAL — J DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 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" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 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 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°± 45° ± SEE STRUCTURAL xz NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C.EDGES AND 12" O.C. FIELD PE INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA, END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES WEEP SCREED " " " " " 1/2x 8JBOLT @ 48O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-Q" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. IN,, S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO 00 00 SCHEDULE FOR Ix Ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 1/ (2) 16d NAILS CO 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF tle RIDGE FASTENED AT vl� EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR (4) ROWS HE (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 EQUALOF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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 DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" I END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 r WOOD TRUSSES "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. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2) 12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;BOSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2'W" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. a uj w . . . . 0 Q o o - o Q w b o d w m o o X o o � � 0 w d w <>- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMING Wi DROP CEILING BRACING DETAIL V� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS Virtual Review assist. Inc. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION w completed and app► 'LULU f be 4ki far compliance with the �y 0ehra Anne Klall PX230( WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fh N 0 N rn Lo Lo A.'. m `gam° 00 aAl = Lu >'o E iy W L. U V) V co E '= :Eo 2 8 � OOg as .N m O^ # w o N cO W L CD S✓ �-o ui u 7C) 0 "°°. ❑w wow 'Jw¢~z(r mooz X�:o°¢�U)LnO O (nuJa>zYow7w=z U0Z ¢0W0w VZgwpWU❑¢ OQ o 0 0Qzq�¢ �¢u- 1 O N Z O1 U J r-. i 0 co O < w Lo 0 (n ti L(� z 75 LL aco Z V w w� J 0 m N N N N N N ti 4 4 N r r r cV N O O O O O O Oocy)o co 00 0 0 0 r r r r N N N N N CDO O O O O O O N N N N N N N 0 00 Lo 00 (M V-- O CV o T- o N M ve 4 I 6 o (o Ed� O O O r r 0 0 N Lo j o 0 00 0 0 0 r N M 't I In O ti 00 Z z O _ wwv) OWv > }j _ O vo�Q �O -- a Cn z a— M Q Z 0� I—m0Z /m F- Z V Z 3 J N 00 )- m z of M _zzu- w n1 O_32z p Q v0)zz ryz �Qo Z L) OU � o W Z z z J W 0 N O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS IINIMUM 2x ;BOSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2'W" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. a uj w . . . . 0 Q o o - o Q w b o d w m o o X o o � � 0 w d w <>- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMING Wi DROP CEILING BRACING DETAIL V� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS Virtual Review assist. Inc. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION w completed and app► 'LULU f be 4ki far compliance with the �y 0ehra Anne Klall PX230( WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fh N 0 N rn Lo Lo A.'. m `gam° 00 aAl = Lu >'o E iy W L. U V) V co E '= :Eo 2 8 � OOg as .N m O^ # w o N cO W L CD S✓ �-o ui u 7C) 0 "°°. ❑w wow 'Jw¢~z(r mooz X�:o°¢�U)LnO O (nuJa>zYow7w=z U0Z ¢0W0w VZgwpWU❑¢ OQ o 0 0Qzq�¢ �¢u- 1 O N Z O1 U J r-. i 0 co O < w Lo 0 (n ti L(� z 75 LL aco Z V w w� J 0 m N N N N N N ti 4 4 N r r r cV N O O O O O O Oocy)o co 00 0 0 0 r r r r N N N N N CDO O O O O O O N N N N N N N 0 00 Lo 00 (M V-- O CV o T- o N M ve 4 I 6 o (o Ed� O O O r r 0 0 N Lo j o 0 00 0 0 0 r N M 't I In O ti 00 Z z O _ wwv) OWv > }j _ O vo�Q �O -- a Cn z a— M Q Z 0� I—m0Z /m F- Z V Z 3 J N 00 )- m z of M _zzu- w n1 O_32z p Q v0)zz ryz �Qo Z L) OU � o W Z z z J W 0 N O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. a uj w . . . . 0 Q o o - o Q w b o d w m o o X o o � � 0 w d w <>- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMING Wi DROP CEILING BRACING DETAIL V� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS Virtual Review assist. Inc. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION w completed and app► 'LULU f be 4ki far compliance with the �y 0ehra Anne Klall PX230( WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fh N 0 N rn Lo Lo A.'. m `gam° 00 aAl = Lu >'o E iy W L. U V) V co E '= :Eo 2 8 � OOg as .N m O^ # w o N cO W L CD S✓ �-o ui u 7C) 0 "°°. ❑w wow 'Jw¢~z(r mooz X�:o°¢�U)LnO O (nuJa>zYow7w=z U0Z ¢0W0w VZgwpWU❑¢ OQ o 0 0Qzq�¢ �¢u- 1 O N Z O1 U J r-. i 0 co O < w Lo 0 (n ti L(� z 75 LL aco Z V w w� J 0 m N N N N N N ti 4 4 N r r r cV N O O O O O O Oocy)o co 00 0 0 0 r r r r N N N N N CDO O O O O O O N N N N N N N 0 00 Lo 00 (M V-- O CV o T- o N M ve 4 I 6 o (o Ed� O O O r r 0 0 N Lo j o 0 00 0 0 0 r N M 't I In O ti 00 Z z O _ wwv) OWv > }j _ O vo�Q �O -- a Cn z a— M Q Z 0� I—m0Z /m F- Z V Z 3 J N 00 )- m z of M _zzu- w n1 O_32z p Q v0)zz ryz �Qo Z L) OU � o W Z z z J W 0 N O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS <>- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMING Wi DROP CEILING BRACING DETAIL V� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS Virtual Review assist. Inc. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION w completed and app► 'LULU f be 4ki far compliance with the �y 0ehra Anne Klall PX230( WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fh N 0 N rn Lo Lo A.'. m `gam° 00 aAl = Lu >'o E iy W L. U V) V co E '= :Eo 2 8 � OOg as .N m O^ # w o N cO W L CD S✓ �-o ui u 7C) 0 "°°. ❑w wow 'Jw¢~z(r mooz X�:o°¢�U)LnO O (nuJa>zYow7w=z U0Z ¢0W0w VZgwpWU❑¢ OQ o 0 0Qzq�¢ �¢u- 1 O N Z O1 U J r-. i 0 co O < w Lo 0 (n ti L(� z 75 LL aco Z V w w� J 0 m N N N N N N ti 4 4 N r r r cV N O O O O O O Oocy)o co 00 0 0 0 r r r r N N N N N CDO O O O O O O N N N N N N N 0 00 Lo 00 (M V-- O CV o T- o N M ve 4 I 6 o (o Ed� O O O r r 0 0 N Lo j o 0 00 0 0 0 r N M 't I In O ti 00 Z z O _ wwv) OWv > }j _ O vo�Q �O -- a Cn z a— M Q Z 0� I—m0Z /m F- Z V Z 3 J N 00 )- m z of M _zzu- w n1 O_32z p Q v0)zz ryz �Qo Z L) OU � o W Z z z J W 0 N O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMING Wi DROP CEILING BRACING DETAIL V� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS Virtual Review assist. Inc. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION w completed and app► 'LULU f be 4ki far compliance with the �y 0ehra Anne Klall PX230( WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fh N 0 N rn Lo Lo A.'. m `gam° 00 aAl = Lu >'o E iy W L. U V) V co E '= :Eo 2 8 � OOg as .N m O^ # w o N cO W L CD S✓ �-o ui u 7C) 0 "°°. ❑w wow 'Jw¢~z(r mooz X�:o°¢�U)LnO O (nuJa>zYow7w=z U0Z ¢0W0w VZgwpWU❑¢ OQ o 0 0Qzq�¢ �¢u- 1 O N Z O1 U J r-. i 0 co O < w Lo 0 (n ti L(� z 75 LL aco Z V w w� J 0 m N N N N N N ti 4 4 N r r r cV N O O O O O O Oocy)o co 00 0 0 0 r r r r N N N N N CDO O O O O O O N N N N N N N 0 00 Lo 00 (M V-- O CV o T- o N M ve 4 I 6 o (o Ed� O O O r r 0 0 N Lo j o 0 00 0 0 0 r N M 't I In O ti 00 Z z O _ wwv) OWv > }j _ O vo�Q �O -- a Cn z a— M Q Z 0� I—m0Z /m F- Z V Z 3 J N 00 )- m z of M _zzu- w n1 O_32z p Q v0)zz ryz �Qo Z L) OU � o W Z z z J W 0 N O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS I 1 ■ (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE HI OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" FIURRICANE ANCHOR @ EACH TRUSS O.C. MAX, SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING l 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL — — SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING . J 2X BLOCKING @ EA. WALL 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS in = W/ (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE WI (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J _j w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD = 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 <_ 1000 (�B�R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 7YOR ETAL SEAT ER PLAN 0 FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC, KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CO U- v 4"x4" INSPECTION PORT AT Cr EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w o AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLABI CURB DUE TO SLOPE MIN. PSI MAY VARY PER — NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c iv ° - . ."a ' Q a 'd FINISH GRADE 00 = I I I i Ei ' a. -- —_ _ 00 I i l h—IhI—III III 6x6W1.4xW1.4� 'LII I LL— I I I II '''° . d °; e °�.11 _�- o 111 II II I z 'r WWF OR FIBERMESH �� I1111 11111 111111 III —T TIf I III ° ` �° I I II I II II r �I—III I ; I fT"'�� STD.90°HOOK (3) # 5 REBAR ON 3" CHAIR . , ,III (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTIONri SCALE:3/4"=V-0" S6 SIMP30N LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD,.. 2nd FLOOR W, BEAM/GIRDER 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------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER {TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN_�� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 7MTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED P,_AN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION 1 R PARALLEL TO MASONRY WALL SCALE. 3/4 -0 S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dxl 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 I� 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 FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (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 41 I I I —III =1 I f III— Q I —I IT 11 I=II'I- -III, , I 11 I 1 __I 1111I I ICI 111 1 11I I II I II I I- C #5 CONT. ON 3" 8" V-8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF u-j' NOT FULL FHEIGHT SHEET - HEIGHT U) z G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI F SHEArHING w 2 SOLID 2x p C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X- o_ v C x 0: w x E 2x STUDS w BEYOND. SEE PLAN 0 N 1[1 11 11 1 1 �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl r\/A'rl^kl nlAnnARA 3/8" "S" = NAII SPACING S 3/4" 1/2"- SINGLE NAIL EDGE 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 VERTIGAI. BLOCKING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Ya". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=p O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL oLu w L O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > a p n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. OO n ' 00 F m t QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL O ~ MEMBER IF GABLE END D c NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ;4i 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT, PLATE AXTFRi FLOOR TRUSS / FNrA. qR i �RPAM SEE PLAN FOR REQUIRED) \ CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1 AxW 1.4 WWF OR FIBERMESH C ° ..d °e'd q° a. -III—III—III II ° II III IIIIIIIII a RF1 II=III=�1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE TH(.N 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4' (1) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 (3) 1 (3) (2) 1 (3) 1 (2) LSTA30 M JUL 2 1 2023 S6 PLYWOOD SHEATHING NAILED PER NAILING virtual Review Assist, inc SCHEDULE SEE DETAIL C/S6 FOR MORE INFOplansReview completed and appro', 2X STUDS @ 16" O/C Rance with the 2620 FBC 7th 4 for comp 7/8" STUCCO FINISH PER ASTM C. 926 by Debra Anne Klahr pX2300 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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. FINISH GRADE 00 V S6 cM N 0 N rn Ln 00 LO L Q ti L' Z W t c ,,t _ O W Q N A, 0 LO - �0 _W ` L o u � 6 no Cq M"' V) V) -0 �_ .PP. (MI, CO AV' E '� L 8 0� V pW a Q t C)d� � •V) N u LL.I QN ,A o E� 7C) >` m v ^ C3a W W (D W L(J (n W 0 Wf-Q x�_j D_a�zW Z xO�gJ(QO�D'(Q1i000LL JO /Z�00 Q U Q F- H ?(YXJZT_�O -P W 0-OX00mzz 0 O 0 Z ��a�i-nLULuuj<n==¢a J ¢o< uj 65of 0- Ziwp2U 0 Q o 0 Q Z Q Q a� s� 0 O Z CV OW D I` Q�C'70 M Q to (n ILL ti Ln Z U Z� W Ljj O CD N N N N N N � r 04 1 C) CV C:)O CV O O O 006� CO v- O 00 — O CD 04 O 0 N O 0 CV O N O N O N N N N N CV N LO 0)00 N O LO 00 O (M — CV O I 1 12 it n 4 O O 0 O 0 0 r- O CO O .N N'^ ")0000000 > 't' LO L e- N C0 (O rl- Z Z O — Z _ o� Wv�> 13 W to _ �O�a L� V/ 7W�a QZ ~CD0-2 N V Z � uj J 00 W �<Z0 >-W 2 w N O-32z >.. UU)Z� z Z �QO C) a oU � �- m Q z z Z uj WCf) O V' LAST PLOT DATE >Q M a May. 9, 23 z O STRUCTURAL J DETAILS -MONO 1/4" MAX A SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16" I3 FURRING TAPCON3/16"0 X 3" LONG FURRING TAPCON, INTO STAGGERED BLOCK@ SPACING STAGGERED @ 16" lx8 P.T. PER MANUFACTURE 1 �T DETAIL O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /2LL DETAIL 1x4 P.T. & lx8 P.T. DOOR JAMB (REFER 1x4 114 Urc T MALL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. I 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. lx4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I 2 1/4LL DETAIL STAGGERED@12"O.C. 1_1/d" IiP:T,&ll 4A DETA L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8 O.C. AT BUCK 2 x 8 45^ DIAGONAL BRACE(S) (4) 10d NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH �t 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO ) 2'-0„ 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d _ NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE BT 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) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOL ID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (NPR) STD. 90' HOOK (1 L VL]la z 7/ 1�,L +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS < SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 1100 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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. AI.L MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS 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 REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB 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. IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. TOP WITH MIN. 3" WHERE THIS CONDITION OCCURS COVER 6-0" F.F. k ° I —III —III —III ; I I ICI I I II I II 11=�1 ° p.0 Illlllllll�lr GRADE— n M z_ N � •D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN iR YP.) THE :S I IKIA(`(`CDTARI C IAICTAI I TIOKI FILLED CELL INSTALLATION rH_'� --= APC-H PLAN AND SCALE: N.T.S. zx SUB FRS,�LA ALUM, DF-JP EDGE E :rG %�40ALL HYPE I-7—` - A UIV FASCIA P'E=: PLAN I - 1-3 TRIM PAINTED F :::H %NFI -4 ` SS NAIL wr 5115' HEAD AS T ENED PE:: I DIA Ia �" C)_C- NOTE 2 EEL""L°.'' I LC�LNT VENTED CR SOLIC, SOFFIT C("NT d.4 NAILE ; Tn Zy BL DCKING NAILED TO TOP H' (X< KING wv ;'-1: d N.,*,s I, ('Ht}-lI) F..VFPY OEHFR 1'RUSS 12+5'FIAIL= T'YP. ('j G i- ' 511'L :E = TO / :'=nBF ✓ I R I E DFF;T ?.1HTEF.'IA! SPAN CAPACITIES EASc JN 1 DES0-,N F(_:k U- ' AP0NEN IS AND GLAUUIN:a flSTED IN THE DE l(-N CRITERIA ('4 SHEET SN Ft oR �FF?T ATTAC HMEINT f T , A,_L f �FR ALPHA $ SL I_iP:l iN(- F 11 R5 FL 1 PR°10D&,-_T AP;:RO uAL, F Cl" LatNEL FASTENS- .0 r_l%1L° •.,.' ` NAIL U 7" ZHA_ -d) 2:1" C� ,. ..1 N' EMBEDMENT I; I?; 16 GA { d"x I -A' C z :"4A.N STA LEES ,& 24" MAX 0, C IN DIA110Nl=, ATT1=R Sl!Ei FA :AA w 11 .A a x':i i:Ri?',7N `; API = is -A.::H R00VF STRUCTURAL. SOFFIT ^_.ALE ''- I F 7R A I'MIN 111 SOFFITS WITH S °ANS 1 ; !N,TA" I fc 1I ,=7AN Hs =, k I i(; PFR THE - -.-)-F ' F; PA I"J1-,TA!_1_ATi._)N .,RITFR A REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Jr (2) 10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + Gry PLYWOOD SHEATHING ++ + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP d EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'41) @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 CFF CHFFT rl7 AAlll 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SrAI P. l/d z 0 LL 0 w U U cn 2N BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD lm O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB Sam summ' tETTE: P SHEATHING TO TTOM OF BAND IST TYPICAL MPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 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 1st 4 COURSES SOLID W/GROUT a 1 a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN <t, • a.. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 INISH FLOQR ° ° a D ° #5 BAR " 10° p a p o ° . CENTERED Wl g o ° 9 H IN TOP c KNOCKOUT/ N ° CHAIR BLOCK AIM, MONO FOOTING _ D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I CLEAN FILL I ° DIRT z STANDARD o 0 9(f HOOK N #5 BAR IN FILLED CELL o Ap STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STE AL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" K )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. Virtual Review Assist, inc- DRILL 3/4"x5" MIN. HOLE SET BAR IN plans Review completed and app (lance with the, 2�20 FBC 7' EPDXY CAP TO PREVENT LEAKAGE for comp i hhr ibC 71 by Debra Anne TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. M cli -.� Ln , Ln 00 W O w p z ^N` LO - - _W L r- u ' M (n co1'- V -0-0- 2 M E M Z) `0 uElmo S "m •mc V) LU QN C -T� v >` o E a V, W W W au (n ILQ{- W I-- Q Q J O� Y Z W Z Q Q ci xn__jWio�x�,LLUO0-jo jC'!x ZW,LOZ20m_¢P ttt00mZz F U' acnW10 Lu �Do0LL daOzYZz0W o D OZ Q W W O QZx .7 U QT ¢ O LL I! O Z CV OW F- i (n O co 0 O (M O Q J In W ILL U) ti co O Z U Wz� W O J O mi CD d' 23 0 0 0 r� N 1 4 e- 1 4 1 O cV O N o 0 0 0 o 00 ai V (fl 00 O O O T- E O N o N 0 N 0 N 0 N 0 N 0 N O c� O e; CV M OO L o rn 0 o r- o T- •' o (6 0 1 o N � 2 >1 o I 0 N 0 I cM 0 1 41 0 L6 0 (O 0 I-- 1 c co cn z Z o� W _O W (n r> O U0�o ~OfW �:Q a. Z wt=-Q �co0Z 0E-W nJ z W Z2 W M Q W N O��z Q I- O Q U Z z Z F_ Z U a oV o m Z Z J W M LAST PLOT DATE >O May. 9, 23 Z O STRUCTURAL _l DETAILS—RETRO FIT i� SCALE: NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6's 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) "lx4 FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONEDx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUOT TOUCH STRINGERS STRINGER CONTACT BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS ED AND NAILED TO STRINGER E YWALL SPACING H SECTION VIEW SCALE:" = 1'-0" MALL SYP CUT TO FIT 4RS 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 E W "A" SCALE: 1" = 1'-0" E 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 2x SYP CUT TO FIT BEARS IN WALL _---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS i� 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING 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 "Bit SCALE: 1" = V-0" N 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" SCALE: 1" = 1'-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 4" 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/ J" X 2 a' 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 rSCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER j PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 4" TAPCONS @ MAX. 32" O.G. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED WI 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING E SECTION VIEW STAIR CONSTRUCTION DETAILS SCALE: J" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10d x 1 1 u POST LET INTO _OCK DE 1NG ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES JUL 21 2023 Virtual Review Assist. Inc. plans Review completed and approves for compliance with the Ma FBC 7th Eu'u( by Debra Anne �tahr PX2300 ECTION VIEW "Hit SCALE: 1" = V-0" M N 0 N 85 rn s LO O U) At A L.. a ,1 _ O w 0 Z Q (n 0 L c W i` L u 0 M ai � � (n .6M N V -0 M i 20 TC: 0 0 _m Q S .N W w Q� L cO E� CL a N(� ow W0Z�¢ =<� Ld w ZWWW z)_ LL0LL-0 _j(n0�=u)U tL Q U Q f- � �OXJz�LL0zM001-Q� 0Cl) S2z000mZ?Ljj Q Lu U � 0 0 L Z �0a>zYOZzLL W IL QI-wOiH� Mwamc�Q 0W 0 O �QZWQ Q LL O Z w O� O z ❑ 1.-7 cM QU�MLO U) U- I.(? M �- 0000 Z O WZC) W o J O N N N O O O 04 r O CV O N O oo� 0 000� Cfl 00 O O O O O �- O ON O O N N O N O N N N C) CV 9 to 9 M N O M O C 0 , 0 O 0 O O "l, 0 CO 0 U) N �� a) O O O O 41 O O O Vo/� J .- N M Ln CO rl: CO �^ co Z Z O O _ owv) }� O I_O� a -IL z of uj z w~Q W I- r� ❑ ~n CO Z V O 3: uj Z J MN w >_<ZW 0az M N� a }w >-- o COQz¢ ■ HZ O Z U d OV o F.W x Q z Sw Z Z _j W rn M N V / 0 O LAST PLOT DATE May. 9, 23 z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4CAi7'-44194" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB SF12 OB 8F16 OB 8F20 OB BF24 OB 8F28 OB 8F32 OB 8F8-1B 8F12.1B 8F16-1B 8F20.1B 8F24-IB 8F28-1B 8F32.1B T-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 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 41 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 260 442 706 1002 1326 1697 2127 26.0 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 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 R NR NR NR NR NR NR NR 180 1 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1 1047 1 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 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 4CA"4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10.0B 8RF14.OB SRF18 OB RF22 OB RF26-0B RF30 OB 8RF6-1B 8RFIO-18 8RF14-1B 8RF18-1B 8RF22-IB 8RF26-1B 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 3402 3966 11 77 2481 4567 6389 8060 34 7917 19 931119 5 -10' (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 1 2459 1 3776 1 5743 1 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1 1568 12253 1 3129 1 4091 3146 526 1 999 1568 2253 1 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST Ri PRESTRESSED U-LINTELS Ce�404" ^"r� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-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 7-6" (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 R" PRECAST w/ 7" RFCFSS nnOR ll-LTNTFLS SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-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 C,I494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F161T BF201T 8F241T 8F281T 8F321T 8F8.2T 8F12.2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1040 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 T-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 1 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (121 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 721 23 1021 1634 12 2102 (11 2571 10 3039 10 3508 4 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IVA" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 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 f 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 (131A 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1601 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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 1 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 (101 416 10 491 10 566 10 124 1 200 316 1 450 600 7 756 (121 875 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 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T BRF101T 8RF141T 8RF18IT SRF221T 8RF261T 8RF301T 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T RF30.2T 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 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 1 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 = 395 1 51 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 OG UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 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 e `� e o c HC - D C C C 8F16-1B/1T 8RF14-IB/OT 4 QC > D e 4 > D d° 8" PRECAST LINTEL W/ (1) #5 HOR % CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-1/2" CLEAR � o C.M.U. D N�� W U, v #5 REBAR AT Q < X 1 BOTTOM MIN. (1) � LL U g � REQ'D Pla � H � m N ce N GAUGE PAW z o O' o " STEEL BOXED ce a LINTEL LO 4u CO MIEN -2 ) CL U CO 1-- (00 g FCD - -co LU � (y) 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 C.M.U. LD 00 GROUTLn #5 REBAR AT BOTTOM OF LINTEL CAVITY lot- L BOTTOM REINFORCING CTU PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH)NOMINAL HEIGHT - QUANTITY OF #5 REBAR AT TOP z°CC UL 2 1 2023 Virtual Revievr Assisi, ine Review completed and approver fiance with the 2020 FSC 7th Edi Iv Debra Anne Klahr PX23D M N O N O) O CO W 0 _ �W�// Z Q _W I 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 CAP/.CITY CAPACITY CAPACITY (0)#5L(1)#5U (11#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (I I#5U DETAIL'D' DETAIL'S &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5316 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No, 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 414" 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 1 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 17-8" PRECAST (2) No.3 2 No.5 270 449 449 1 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 d73 328 455 2 No.4 1T b'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +-4" 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 Na.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 256 256 188 262 2 No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 65 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 71116 strand + 203 203 155 215 N R (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R..R. 64 164 124 179 N.R: NOT RECOMMENDED K DETAIL "A" DETAIL "B" t DETAIL "C" DETAIL "D" TYPE DESIGNATION P PAIN L INTELi QIIAN RY �F 45 BAR A" S :SO, D LINTEL rLOW R 1'.. CA 'J I-" [8xl 6-P-1 L/1IU] NOMINAL MOTH J ` QUANTBY OF HS BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (i)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST 12) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 1 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 1 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1 1766 11'4' J0'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1 1568 12'-0" 10'-8" PRECAST (2) No. 2 No.S 1439 143 9 1075 1439 12'-6" 1l'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 (2) 7/16 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 1419 1419 850 1347 2 No.4 (2) 7116 strand + 154" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 2 No.4 (2) 7/16strand + 17-4" 16-0" PRESTRESSED (2) No.3 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 (2) 7116 strand + 21'4' 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 2 No.5 22'-0' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "Y DETAIL "K" TYPE DESIGNATION P P-A IN IN,EL, Q' ANTIT ,.'t55AP A- S SC.L-,IN�_L r_C VER _IN. EL CAJIT- [8x1'--`6-P-1L/1IU] NOMINAL WIDTHr J QVA MITI OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2)'J (1) L DETAIL OE DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'4- 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5-G' 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 1 1188 1267 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION - PLAIN LINTEL/ Q-AYTRY CF 45 BAR A; -SOLID IINTP_ rLOwER LIPEL CAVC`. [8x 16-P-1 L/ 1IU] NOMINAL W'IDTHj j ` QUANTITY OF#S BAR AT NOMINAL 'EIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" 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 CAPACITYCAPACITYCAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1) #5 U(1 1#5L (1)#5U (1)#5L (2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 41-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 1 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 74' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 1314" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 095 1095 551 887 2 No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No, 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION ?IN LINTE,/ GLANTI' # AR A- S - SC_ I� JN E_ r C'NER JNT�L C. V[" 18x1 6-P-1 L/ 1IU] N OMINA,WIDTHJ` QUANTITY OP#S BARAT NOMINAL HEIGHTJ UPPER LINTEL CAV7 DETAIL "E" DETAIL "F" DETAIL "G" 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)#51-(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6' PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No• 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 1 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 + 948 948 093 1591 2 No. (2) 7116 strand + 15-4" 14'-0" PRESTRESSED (2) No. 3 1774 1774 996 1494 2 No.4 17-4" 6-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 9'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 1084 084 615 1095 No. 20'-0" 18' 8" PRESTRESSED 2 O No.3 (21 7/16 strand + 1008 008 573 1048 2 No. 5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 877 877 501 966 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No, (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL 'IN" TYPE DESIGNATION P_P I ;j �r Q,;ANIT # BARAT JC_I� II T:- -OW_R .,.A ITY [8x1j 6-P-1L/lU] NOMINAL WID'Hj L QUANTITY OF #1 BAR AT NOMINAL HEIGHT UPPER LINTEL CA'VRY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl6'' 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 SCUD #5 (I) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DH' D=TAIL OJ DETAIL 'DH' &'DJ' DET.AIL'DK' 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2-6 PRECAST PRECAST (2) D4.5 WIRE (2) No. 3 4032 1000C 8687 9503 4'-4" 3'-0` 2-8' PRECAST (2) D4.5 WIRE (2' No.3 3647 9133 7835 8173 4'-8" 3'-4 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4 6-0 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8-4" 8-0` PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 r•4,. .:r•. r:r•. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P' IN WE_ A. T. OF 53A3A- o 501C LIN'FL r.OW-rc'IN-E-...A,G.F [I8x1I6-P-1L/1IU] NOMINAL WIDTHr J ` QUAM1;IT: F.5BAR AT NOMINAL HEIGHT UPPER LINTEL CA`: ITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-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 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2rr 2" ) #5 CONTINUOUS REQ'D. It- 07 R STRUCTURAL PLAN STIRRUPS AT 4'-0" cc mM0o n OR WELDED 1 Ln r7/32" TOM BARS SCHEDULE •�,, 7 5/8,r MI NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 00 7 5/8" TOP LEG BARS: /7SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. CH PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL- 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE LOAD TABLES B CALCULATING MAXCONCENIM M RESSISTINGTED LOADS OM THE SAFE MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-C" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 24'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U 'P' (1)#4L (1)#5U DETAIL'O' DETAIL DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 13000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 1 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 1 la-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 1074" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1 1878 1225 1878 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 2413 2413 338 1974 2 No. I54" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No.5 2U-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 t t r• •}' Y• tit , •11 t1 Y' - , t1 DETAIL "0" DETAIL "P" DETAIL "0" TYPE DESIGNATION .LAID LL JANTF1 OF#5 BAR A' S S"Ot, �l...- r'-CA-R.IN.c. CAVI• [8x1 I6-P-1 L/1 U] NOMINAL W IDTHj J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #50)U(0)L SOLID #5(1)U(1)L SOLID ##(1)UU(0)LL SOLID #5(2)U(1)L DETAIL DL' DETAIL DIM DETAIL'DL' &'DM' DETAIL DN' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10' 2-6 PRECAST PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3' -0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 5-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'4' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9' 8' &4' 8'1" PRECAST (2) D4.5 WIRE (2) No. 4 717771 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 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 #5 (O I (0) L # 1 1 SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D,0.5 WIRE (2) No, 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-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 5-8" 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" 64" 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 _TLT• .•7t .• .1.• • .1, . 4 . DETAIL"DA" DETAIL"DB" DETAIL"DC" 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 BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(OIL SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL DO 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" -4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 6' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 8- PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 1-4"3'-0 -0" PRECAST (2) D4.5 WIRE (2) No.3 504410000 7066 10000 5'-8" -0" PRECAST (2)D4.5 WIRE (2) No.3 3077 10000 4325 '0000 6'-8" -0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" -0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 46719'-8" ' PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION °rm'r s .'W I [8x16-P-IL/IU] ,'. J u DETAIL "DL" DETAIL "DM" DETAIL "DN' DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION _=mom_ rowow�y,xll6-P-I N �J TYPE DESIGNATION P-PfNJNTEL/ QLAh IT OF #5 BAR AT 5-SO ID LINTE'_ r'_OWER JNTE CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH) j `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY JUL 21 202 Virtuat Review Ass;st, r""tans Review completean r• ,`20 'th the 7., Ua nc 8 W, compliance or p by 0ehra Allne SAFE WORKING LATERAL LOADS (PLF) 8'' X 8" LINTELS Total Length Type 8 PLAIN SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" 1 Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20-0" Prestressed N.R. 167 214' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Kecommenaea C`•) N O N 0) ui Lit 00 a. 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Inc 3-1-d' .Nal Ns„nn 4"N c 1,W0 a+l4wcram 0 1.111 12e1I aWtJed )per Camel poste EOge Flpexa r: Srnye ci r AIM C7eawi 4Ar(Ino now, A no.11r.l, XC,: %rr0 U- •. 'IE a.. Thtmla Tru FitW Z�*Tar soo SrII,kdt-l'4Sr Nrxnna' U010 61,pacr.,k'pW:Ayacc {ilazr>:7ri 1,'I':+,11210211 I'k: e'p; Ya=, I a lska„ed Coen CampoyAr Edge F t gb C-LAI„ ' Rn s!,I i CAiied MI Open S jIm- (nA'Inf.KlUra':'ITMJ: Y,x n1 OYXCi ^er,b2 'robin T' 16 p. Thrm'a-Tru Fiver-CWy C Intl SII °Sli r NIrI 6443v:e agia:M+AMFtAs2aat [ padre 1 :�n1:702a Fin re'. n I- P:.�:ete EBge nti,,y'a siaar Ibl, vea ki.L.t ,JpM .Siddte,s! IinSxSn+�.IJS.:,n9. -su JY or .?3 , omrfg„ alms:. '1' 4 Thtn flu F,[KrlUurs( nd sin%art -.Eo, FI_ a F6A33._bga rx.Y*rreasa.a 7wu,Ie 1W/ir2 P26 NJ 'ia COTp-0. E':-dad F+bero"" ["I Ore O'rcr,aelen a __1 3W_ FA a➢, I Ie I3 a S.M., (ngs+nyYLtsu.g, YA a oXX7 :albgu.sac �I Florida Department of Busress & Professional Regulation F.,, a' Bullring CodesaII Starudafas nn,•r'I Product Approval Application Detail 9291 MWN, or ol" Pitt Dale P0,13 2" Lug Y-1-1 *A3MLffdkLIL ere YL> ittm t3lm E EaR:a:lw a9tYvs f.'eAss'n ZiT:7 Fw1 etd,wrri Jaws Roedwskl Mare -CAT de ECCC�-CF3t 4airml-Vide aCUV -VAL 11nb.`<a 24 Irk-',EI T I1IZ412'20 Apgco,s,1 gon C ay° F 0— 1%114PW0100 t'96f 1,5°2500 &sdat.gary:`.,e 9E:te Dev Avs2r4-des retdrSM pplt,duaG=!ac Crfiftllgnee leaalctl' CedlnraWra, WM1 v Lx g OIn rLJ�,dt,,Og�rld( ,Samar A Prad,ct MWaL MWho, NXna AedKt Dgculplln P eof'C sad 11_arge MI'ae r,"dl On? .9",9 7+ .0:arrr I]urh A,e•r Aowwrd lcr VIA, Ala r/ R 1, Use lam ('.nrRrac! lAyeat Mn tide In RY11Z Ou-de Are z RaelariM Rose Gl^14R13?, Yes Yes Y�.s IL" March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required b Florida Statute 553.E42 and Florida Administrative Code 9B-72. Tease rovide the information and approval numbers on the building components listed below if q y P p Pp 5 P they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Them aTru Fiber -Classic ana Smooth -Star (NON -IMPACT) FL20461,1 +67,0,1-67'0 psf 12/31/2026 Them- aTru Fiber -Classic ano Smooth -Star (IMPACT) FL20468 +67,0/-67.0 psf 12/31/2026 Them, aTru Fiber -Classic ano Smooth -Star (IMPACT) FL20470 +80.0./-80.0 psf 12/31/2026 B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.01r-40.0 psf 121/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7f-38,7 psf 411412026 Pella Corporation: FL2646 C. SECT7ONAL ayr9-Dalton Series 8000r8100;8200 #1105 (8X7) F_8248,3 +31.0/ - 35,0 psf 12/31/2023 Wayr e-Dalton Series 80001"81001;8200 #1123 (16X7) FL8248.10 +30.0r-33.5 psf 12/3112023 Wayr e-Dalton Series 8000/81 00`8200 #1124 (16X7) FL8248,11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG. Inc 607r707,727.747,a^d 847 Single 8t Pairs of Doors FL11537,1 N/A (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI W ridows and Doors Series 185 FL17499.2 +60=01-60.0 psf 10/8/2023 PGT Series 5500 FL239,2 N/A 7/30/2025 Pella orporation Series 10/20 FL11206 +35.0/-35,0 psf 6./17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2Z12023 B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351.1 +55.0,1-55.0 psf 2/16/2024 Pella Corporation Series 10r120 FL11161 +30.0/-30,0 psf 3/27/2023 Pella Corporation Series 10 Sliding '{t,r{Vindow FL12811 N/A 5/25/2031 C. FIXED MI W ndows and Doors Series 185 FL15349.1 +60.01-60.0 psf 413/2023 PGT Series 5520 FL243.5 N,`A 4/30/2025 Pella Corporation Series 101r20 FL6694 +50.0,1) psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI W ndows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3, PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 N/A 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and dented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/1612025 B. UNDERLAYMENTS Tamk (for Shingle Roof) 15Ib Felt Undredayment FL12328 N./A 6/29/2023 Plyglass USA. Inc, (for Tile Roof) POLYS71CK TU MAX FL5259 N/A 12./23/2023 C. ROOFING FASTENERS NOT !,USED D. ROOF VENTILATORS Thom )sore Arch Nletal Comp: Off Ridge 'eras FL16918A - FL16918,4 NIA- 9/9/2026 Fiorica Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3112024 Loma ico, Inc DA-4 Exahust `lent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12,/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849,20 N'A 12131/2025 F. METAL ROOF Drexe; Metals, Inc. DMC 100NS. DMC 150SS. DMC 1755, DMC 200Sr DMC 5V FL17679.1 +01'-180 12/3112025 5. SHUTTERS A. STORM PANELS Glob!:I Protection Products Galvanized Steel Stoma Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simplon Strong -Tie see chart B. TRUSS PLATES ITVV Euilding Components Alpine Truss Plates FL1999r1 - FL1999.4 N/A 121131JI2024 NrliTek Industries. Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L\, L, PSL, LSL FL6527.1 - FL6527.5 NFA 1011112023 D. MATERIAL Cast-�rete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Linteis FL1774 N'`A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must De available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida oepaitniert of ♦ t,sfr)e%,S Professinnal Regulaton Building Codes and Standards , rasrauz2 Product Approval Application Detail FHB$' 92EW Entirty or 2111t 22A Owe Pwro l no Ge" im VM10 Ntar:rbactVre- ..ontatt Enarretr & U cnse VaAddtea By Yalio= SUOMrftd FBC Anoni Aoom mil $Utu Fwwlawn X,;\1 The— Tnl „arpcfatrn ! _ JI.N .an LYI F sct• ,al? P F Rfan J -ca F F )2r:"r2020 'I'r1:J:c'J20 ore, 1141fl-10 I V13r_762C, Appr,I, Category: Errs r x D" IF='47i v13 r1'+1 P-Y,4C,S Sit,Catepory, ,N+M Y'e. - DA-InnhIa€.the?rmaf.0 n, Complfenca 101I. E',,atuaty Rerun t,0m s m. =III FiNal9le , Arxlt-1 CA a L:-I- F014a F=470-R3 Pr10ra,A5hu'rlAl Engdne(s Ptc dUM Prodvdt MtrdM. Ndm par ar NaAle Product Des Mpnoli Quincy Assurarce-ogroued L J 8earayml Contra! Ex Wirt on Date T I,VNZ for use Ov- Ide NVIS Imp Resigler,t 2111110 PreAAlrr'e a n ThNrnA Tru Fl pee Clessr• and Snxsctq-titer NIGme,. l "411 f? &nkim rccACAN.q a• OooF'dr' :1 ';1}2 Yec 'Yrrts Yns f'YA ppsrtEdg- f dbetglasa & 2• Po,. g, x fI 2 t, Thrrrma-T a F tv CIE— and'FrIa Star Norr°naI'3AA?g 8 P.gbrx.lmpaa&q ct JFxw ...t ,.,_^. nes Y1r, Yes NIA ,ariI late Er4e F hergla'a &ng'x DrJr- •err xdeltdrls rlruwlrgt" Jtarllnp. Xd` Y DX':. c Unt,g a bl 3 : 'krin -'r ' y F�rr.Claas and :in,ocT1-aa: Nc+nfr o2,R'ez SquY '+n,-!.-. Lq vl A W ' J?^.2Dk-' I" Y, 'yes N/A , o,rp to Edge F.bergua 9 Cbu bi'i Dcc, . ?, or "MTnouf _.uc4elYIL 4 i Insal IngdrJlMaNrvrrrt AM nr C XXO n rV g ap n.,, A •: Tirwr -T--F. tnN-rl„Sic and .,•';-Sir✓ N_xn 3S439G Y>a]ux,Irnp:ctSq,r- C;:aalxt 3,::'']i: Yi VAa CarT,p,JTltr Edge F,prrglass &narI. :Insnrgl, rd,ahwring!. k tong ratio! V F. r l71zvrna Tru FEt- Clhi T m d Snxz:t .S'1'e: Na1*Ii:n 8•d A3£+CI Sq x l .racy&k 1 'gyp:,,rr_ _1.1 r7T,'_2 Yes Yes Yes FLIA rdgr LIK r „utl, AIe �} Ylnsw+npR.; utgAv;a XII OX ar:Jxci .onia a'bne, T TiMgn'Ia.Tri, 'F ltrbr-Claa'tl.'rc': amid Srro�:IM.54Yn { of roar 8.$9320 :$yl, kd,ltalp'Y CY:S.qu6t OpRN- I11::1{ 1.l.: Y'o:a Wfzb N'Ea NIA C,orrlprxdtr Edge FILargld'sb Doubier oIx, with cr w .:our d.-talc ilrrw." y,C:,lswan] Y", k'g ns) 7 1 ThNma TI FI',TIN-Cr Ie 2,,d Er —in 5!da Nnrnln 3A' .9 3q-aI IMp5 Cr8q nt `aIN} J312;]?3 Ye I Ye& WY .Mnp(:wrieE'e FWgIaII&5krigic, L4 r rl ,:urxir'w h-rs�Q. :nrlbgurntG,l 5 " Thetn,a. i`u F'tH-Ctasac and Mrsx,tn S7Y �k r rtlm 3aA,t}'8 f.�uD �CLg o^ a -zn1 1 „?1 tZC-:2 Yes YCe• Ytlr Wq ompes/^ Col x glAsa gmge L1ov 41,,edeel ar Iriawltyr,uw,wtnp, X,. OJ, o:..,{C cpnflg+uraflgnal P Th♦ r Tru Fbi -,;'Fass:a ,d Srn+.,cG. r N--xnmaM M43",r Y, Rglxxarslpa©!Lq ,t rypa,2n„T 1.:;J31 f1CJ`- Yes Ye: Yga NJA ---�m.p,�slte E o- Flmrg,Ass aju boa Gcu- Net': aI ,•rRnwt Sae+Isso,'],xXiD cnnflPu aI -;aY 10 Ttar(ana.Tru Fiber -Classic 'arid 5naaih•1_tW N."lnrl ila20d I"YaICO2T 'i rel 11 s Yft 1,CA '; am(as„vr Edgs F,YNrrlgla = i;InCW CSY-r nsw Sire 1 -x:ng' x or,ty�ral:o I . TI,N- Tru Fk- Clasbtc and ",nYtoMI Nnrn,r 8&239 ] 8[ u[tlrrrkY.R&quos Eia o, ,on:1 Yes ies Yes WA �sm..' 1e .,pEdge Fwerglaha Sir.94, 0. a weer: ;'c,rleeisj (arm hkVt")'^.na. XO.'DX tar :DJxcl wrrr � urarona) 12 ':,xrro-i ru Elper-Cdss,c air] Srt,coth-?ar tder'I! vI 8U39: Sql x1:tq,Aci&q or,, vlrrtej Ia`11_022 Yes Yes Yes NdA , a:,T oarle E iae-r,rsrg,a% Ckwbw Go:*'ron ur wthal 1 Slain" 1,ireIrVK_),,h_g ,rn,. )rX or C=O rip ring ,IIQlans1 13 rn Thernv-Tru FRJea.GwdsC aM SnY,eth-SUr NO�n Ina! t3&ASP 3 Ryux,lmp.41.t3ga:c: `.3waue 1213120.' Yn Tea Yes WA CnR(x:gie E✓de F,:rrglai �irlale Ckyrn MJ &Ruo4•kxr-1npAgdquor Sicr'I^Ms; tins' 'Vol, lr-na, XO OX �i 0XO confquratrrra;l 14 r. TO,— Tru FlbeAIoeax and �:rinwr'+-Star NO, na, daIF_-V8 1131:r';1Ult„ Y" Y" Yes hYA Cn,r,.l5,te E49e F,pargi- D-m. EaT 'Ar. &a�actt'iOelinxaietEauct Swr!,�siln�arp;�nsra r�, 0XX0 d nnfi0uration; V, OII Tru FiUev-r', IeaTr: and SmlAlf"WI Nominal CGC.OI:"w9 0 rpea&W'''c'a nn'.+o +llJ'+2L.. ;i" YI,•:II Yoe Yes hYA C011P05,le Edge Ftalgldss Single Door All, Rq,soi,rlon.IrrpagRuuot, Sw+rlltn(c. [Ingrurygl.hll }rig; XC, Oxor Oxo J1:v.:rAryytk) 113 p Trw rna.'rru€fiber-C!ai or7 Smmth-Star ricn-nn M,E7t35,7 &Guo4:!rnter,ttEyt rR )Gaelic ".'r31'x' ,' II, y,'s Yea tWA wiaCr Edge Flrergi*A Drr,¢pld D�='+.ti:v. Eg�Ot rJ;xl rla,paeaq'01--aarp>G ll yeryrons.a:v�:. - -l. n,rg.,rAllar I I' r Theerna- T ra F, ! L,er.r_la:air one �r„-�tnsrar N,:, ..,�-a 'vu29.8 e•�„a.r �,.1r,va,acru cr,aq.,n lea vea N., TJrA :,0mposne Edga F i:oerglass c,nge, rarer iinvnatgdl0v,y'Alngi k orvtwguraaianl 18 r Therrra-T,u IbI r CiA . and `+,00*.t.•S[e• Norn,nAl 9&N35,A Sr]v1.NcrI-I „•.pa.,,Fya-irX Opegue 1 fi 1! _2 Yas 'Vet No ilwlk CernoOsne Edsle Fltxyl _ 7ingk Da, w,m s��sw 11rls.,Fnq+L;utmrAng >w, :,x ro rrf4g,.nabon,e) 19 s. Ti Tru Fir_+{I:Iasir- and Sena h-Star NlarninAl 5RkYs-N 9rtuat;Non-imy=a::t8eist Opaque ":J?1r1C r- }'es Yea No WA '--•0sp sae Edge 1l glam L.I D�- W-In dr kr*,nut Srlvites 7� 01 CYX() :s, n',g u^a8onsr 2(, I Tryer'nra'Tru Fiber-L..id"l:5J erd tiT,ot'dfi-sea( rtorain ul fb&7Y 3�.'r.',I' $ p,xX, rtaFl:"drnrna ,:�¢w:d. C{o'a"tl.r 7;,r31120'2i (. Yrs Nu 1,01 Gemposrte E'd�Te Fuocrgl ini ;angle Ltivr Sir ,J:!u+°i+"gJ:Xr:anli:Y rahcnl 2r, j ThNn T,II and V'Cd'r,-Styr Npn,lr 14&93grl k—f: Asan-In1i:3 riGtY.f t'pdr]�e 'L51 i%�.'-. VEb /PS No WA Cc:rhpo4.afe Edge F,tle,glaa`€ 3;ngle i_10 w1rb °ddMteAsi Ctnxr,eng:lC,lum.,ij'. XD. =:,Aar w`x. .) canna uratnna3 .0 ,her,r,s...•?. F,"er:aasalc Intl 5rrv, =.$br N.,m,nal SETT +.Gsq lot.r.kr..Inlpa: l9quos, gpav=r TJ31r '"t Yes. es ..v IVA Oompos;te F_age F, berglass Double Daar'arh or wrt31o=,; Sd�i,taa itrr ,pglCtubrr ,a. )I OXXLI wrfxgunavor,al :3 n. Trrer'nw T'V Fiber Classtic and 3mcuih.Sw Nernlinal 0&4r3'B.8 &cyuothbws Inlpatit&quol;131mind f7J'3lrit122 Yea Yes NO I. -Carnpo,I E.d138 L`, IIl+g axs SnI rlrsw�utsTsng Xr,]nti7ura!'M; 24 x.Therrra-Ails FIpArLlaauric arlG'tirrddxh-star Nominal d&413388nuntf+k:er l rh%.JAq o; Glazers 1M1,2G22 Yes Yee r=fa 14.1A C.onhkowe Erkae FloeAglai S 6ATg�a r-idar wxilb « , F,rIM u1M1 XG r,6Aar,3X0 cortege: aeons) 15 Y.-her Tru Fipe(.a jwu_and 5n»jRa°-Sbr Nert,Inu 5W98 Squothhy>-h*,pact&au:C GIU-0 Yes 11 µA '.--prn"'te Edge F,beralaAa DbuLln Don,'Nth m :r,Ahoot Sld.f bias {lrceviirVOu6wirvy, +Ck ax CXXr',D canal, ula8rinsl 1I r-Or,— and Snlod,SI ran'In31 as*_y;o&gUtlIln'0t&F_-.c Glaaed 12131121[_e2 Yes vas 140 KLA ,�rin:rXlSfl Ear" Fbbrg,aST S'M,e DaCr InsYArg O¢da ra,g Aaodlfivurah:xd ;P W Therrna-Tru Ft^ 01a.0 and p5rrood, ,'ufal taan,,ny if8Xt?'q-'j&n,:utPbr=lrrwxT&vuot. Glazed 1 :Yill:'"OL;2 YM Yes 140 NlA IrIx-le J-r a F,ter-tlais $ryl Dalian Yn11, yac-/;� Ir�W rrgMu[,va k;'' CXJ CXc nigu�;,narsl 28 zt TT—- aril Ft- C4,I 3 nd C r th.` 1e: 11,131✓'14.[.,s Yea Yes IWa NIA CY)r[1pa2ilr Ecgi, F:pN ]alas CX.Lle Llcvr wW, a1 •aaL^Cul $EM,r2-s llnsrn,h;:�iEbw,ng ?X- :JkXU rMgul,Dors tM.IMlrslz2.a6. S� R,N Ih i'd'NI III arc :)fear, Cau^0,ri: E 1ePcg Dols sJbcw*iIiory: 9 1 IA" Exfrrc, Cxa :A.. rhtA ii C,rnollante IaMhoQ E.ak:aLcn FePat A.:an 3 �.nlldi R,�yrlerruxmneel cr a LI_a,sca Floroe r La115352-RG;vW �deyarong �ax,err d 017L_R P12 i&,LJaiq. NUnr,be.LlYllCm 1 5`L PIES A2fe AiC M•d•N k1 Si:� 54 1 5 42r 44,UL'JInJM SGC 3 5EPFi.,;,a20.4-UNIINUAII II REINI"CIII`:Enl t SERiE542ii ALUMINUM E13C RECP:�I _ SERIES 4 01.1 UM NUM 5GC1 Nf-INr I:RCFO rid LIM Tin i6ntor Ret1sW1 2(r YJ NJayr o-C -, a il.sriw, a c"III 0-, morlt- eaegory' EIlm,or Doas 6,$CelegOfr: 68a1ma1 e,I—U—AIS+er 11- CmpllanteMelhoel:. Er,A,aaflm Recant irrwn I Tondo R egiAered A,,:ihA :l,x s Ucar% e,i F100da ri.MII"20 ru.. >,M, Enor— Rodutlb MArAr 2,r ri m! 'pLY .A 11'75 1V 1y)Iy131M.100 Y1. 123 I, 41 16D IDa11,4 a --A Cll Q) 2 �- 0 O o d o C 5� O Q -;= L . 11�1 _ �}�•� Q s*., �L I` Q Q Z Z LU J Florida Cvpertmem of Business & Professona, Regulaton Pap, UI Building Codes and Standards xXi 2�23 Product Approval Application Detail �L Pis en „x r2wi OKI PnIaIr9 RAir caig E1;I A LUM lmidAd fde vaidaid 39111111111111 F%C A-,—' dpya, r� nprr lU. 'T`a' n1d ')r+;n E i ,•. F 'a rn P W rn. o,1 vrn-.l-. , .. - - - 1 M.1driC2rJ 1643ef2¢1213 4011'J:i0:Y1 ' 1211✓:9:h:; aM ,r04-3303 pe-0:111 7,31.A454 Virtual Revie ssist, Inc. Plans Review camp ed and approve Q4dRY Asw,ang AlAAWAd l94 II Amrowd for Use fori nee with th 020 FBC 71h Edition 1 Fri ->rax IF HViZ QU Ayli-I ,I itintiortleit h ra Anne later PX2300 ERE A 1 ALU NI I MS.D 'L:I 1YIrl(124 in Yte r;`1 W'A, - ;flbquU KMg'uM N7Fr 'NFCR4 ED PIE 4 0 A iMINI i ., > - 1 _c2a bR.lA,x r R©NF .c Yey r>•+ h•A 2rx N,11d JFi�E E FJ E'64 JA U411NIJM,AIL PEIr'IrDR-f^L, [:litr.'1 1 n1rE'0:e 6 ..143n % '+dvLqud. EPIE6a.- A_I;MINL N• SGC REI1F-.4-_EC ox 17YI?024 na ve, tA-u N,A 4 ALJI,1iNt M Pe`,f; Pi Iii-i'P--[D l r( 1,TMC24 142da'nur-1 ,IV,3.,0 rc c, bla 11;A (D Florida Department of Business & Professions) Regulator Building Codes and Standards Prye 1 d1 ISITC,,21 Product Approval Application Detail (i 1 Catatr @.I�EY.4.1EY 41:S�31C� 1 41j�S1.1�4Il$.r O X.'n:in JMnE S:, 0- JOIP T°nera,.PE Y3 "adNT.^ffitS iP AfBS'.�." 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Review Resist, intw, 1'1for Review completed and a/' Mans compliance withthe2020 FbC !tlahr PX7.300 by Rebra Anne (D �P z sees CIO Cz o o C) Q �- V) -lesessi CIO - U m w� � z z Q _J a - SHEET NO. March 6, 2023 PA 1.2 i '.. II 1 1'. ___ I 1 I P r I i I I tie ■.I I I W > �7 Simpson Strong -Tie 2020 FBC Approved Products Updated ozn VMM Simpson Strong -Tie 2020 FBC Approved Products �P � n 1 f��tp �c •.� Simpson Strong -Tie 2020 FBC Approved Products ��tad t� � F�iLr, * Simpson Strong -Tie 2020 FBC Approved Products plead t��2P /1�♦ � 0 O • F direct E i tdwais ldad Chow. CL N ER For eo riles o All SST t!. H E Opp ^ ,, . �, r� - Fa drxt links . al SST rrsvals idled below f - t< Fi i�'. c app '�.; ..---.5;- .. ._. x.: s Fa prier "S we all tiST approvals Isien neIm ;-. E •., ,.,... _ Fy Arett Inks ro ell SST approvals Idea bNow. �,IQ( HER E,. W Q (� i F . Far additional Inrermatan IagerMrq Flart� s Statewide Woducl ApprowN 97rsbm ern Mai -Dade County Nadine d Acceptance (NJA,. �4JCK _ERb e r r t ie' I A f ... 1r r '., I , 1 a 1' - t.r ui din r. .r ..'e I additional , r _ p, r r i`i lie 5 i . F'T A at .r r rlxrrA�a _e" It t_ nr A-. cx �n I E.. . atar non' ale rt q a ffi Ste er4w:ie sminct F,7 a ,.. i1r Y t 3 . it ._ _ �_�_-: , 6 r iri. ' r #t +� , r „ „ w pier r r,on r �1w ., A n. >T A..� �r. 1. r !QA .- ri r. rx rrA lrkxia9 icier ratio i r,�ttl LtJ ,d hi a 2.Jewt,d x1t+Ct APfr rsrt4 .rsrar ar d fats rl-C.Fa d. a [y Not&x y r { an.t+,V _�,.4�._.4�.,.,_�'. w Far adorfonat IMan,atid, regarding -Flrnta9 8t a R 1 .[ Menn4'1 aJac APprvrxl 5ystern an Mein-Oade County Natlae of M �tarace (NC7A). c,��N -��-� .1- il C/7 -FN FL#2355-R7 FL#104461 FL#10456-R5 HUS, HUSG serros hangers Face -mount hangers available to widths ranging from 1-518'to 3- --1 Cz 9118" anti he,ghts ranging horn4.5ll6" toll" Concealed flange -00 Bea # Product Model. Number or Name Product De -lea g �j Product Model. Number or me Na Product Descrintion Sea IT Proucit Model, Number or Name Product Description version iHiJSQ available for models having width equaito or ' 1 TAen Stainless Steel Concrete 8 Masonry Screw (T-TN-SS) 114" drarneter Titen stalniass steel masonry sCuil 1 A21 A23, A33 A34 A35 A44 Argo 1 BT aTl3 ETH Ill -es greater than 3 9 i6" = L_ — L 2 APA21, APA4 APA6, APVA2u, APVA4, A,PVA6 l7luttorrr Accents Angle< 2 C IST12, CNIS-T14 ;MSTC13 cc," ua;f 12 IUSseries hangers Face -mount hangers available in wdths ranging from 1.7/8" to 3- © 3 A.Pe.44 A.P544R. APVBO(l AP6661I APBW APE68R, APB7010, A JI U10R, APVE-11., Cutdoor A: en:s Pcst 13a el 3 C S14 ' S16 +.518 Cy r0, C '2"2 (;QIle i 3raps 518" andhenrits ranging from 9.114" to 16' _0 Q _ EUMBLU AP`.re44R APt AF v` it, 4PeF&5. AP+ UsrR, APV31010, A t 1ip2 t Ca .18, CSHP20 C iel Braes 3 LGU325-SDS, Li63-SDS LGU525-SDS Face -mount hangers (� l� 03 4 APDJT2 4 APDJT2R-0 AH°GJT2 r APDJLf2R�, APV'DJ T2 4, APVD 2lJT2 R 4, AI s'-tFace-mount0 Ou:dg ool Aent=_ Dock, w �t l e_ y rT', 11`3 Culnpre>siArolTensinn Strap 14 LU24, LU26, LU28, LU210 hangers {� © Sea It Product Modal. Number or Name Product Descrlatfon APVD-1r2R-3 8 l S? ;- a Sti,d rc Ra±e to 15 LUC26Z. LLIC2107 Face -mount hangers 0 1 SDI UM 12DBB Outdoor Accents Connector Screw 5 APHH46, AaHH4 . APHH610. APHH6ILR Cutdoo'! Ac" .ents Hell'., Harg ire 7 1-11, H10A, H 5A. N3, H6, H7Z HIn H16-c, H16 '2, !H 1 E 25 Hui rlcorris Ties. -6 LUS seines hangers Face -mount hangers available in widths ranging from 1-9116'to 4. 518" heights from � (1)� � � 2 SL79112, SD9212 SD10112, SD10212 Strong Drive SD Conner -tor Screw 6 API4. APi_6, APT4 l'l APVi_4, it 6 APVT4. APV76 r , x F.c rn c _ 3r ,; a1 am-t:�Cnlu n T r s. 8 WZ7 ?, HGT -:, H ,T-4 Hea y ruder T-terrors+ and ranging 3" to 10-1SO6" (n O U 3 SD911255. SD8212SS SGon_g-Drove SD Ccnnecter SS Screw 7 APLH24, APLH24R APLJH213 APL1126R, APLH210 APLH21OR Gutdoor Pccerrts Light Hangers V HS24 Hurricane Toe h1GU3.133-SDS, MG05,25-SDS, MGJ5.50-SOS. MG-W.62-SOS, MGU7A0-SDS Face -mount hangers C6 �� 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700 SD F22856, S0CF221014 Strong -Dr ve SDCP Timber-CF Screw 8 BV'-Z ilia "•, anr�r _edge: ;:orris tar 0 HS E SJS' 5. -ISS4-2•SU53 H7; a r ;. Hra4 Sys:; Hea y �uA Shoe 15 MIU series hangers Face -mount hangers available in widths ranginghom 1-9116"to r f SDCF229 i34, SUCF221334 SDCF271958, SDCF2723 8 9 C8T2Z CBT42 C.;cnce:llw Fream T e 1 HST: HSrTli HS'- HS 6 Straight Straps 1/8" and heights ranging from 6-1511IT 10 19-11Z'. 5 SDCP22434, SDUP22512 SDGP22614, SDCR22700 SDCP2285.8. SDCP22912, Soong -Dive SDGP T Imter-CP Screw 10 C,ITOil CJT4Z :;JT'iZ. C.Ii i a;-, li Hi Stu, HTS24, HTS2?i HT v d„. r-iT,lJC Heavy Tv,rsT 6trar. 19 MUS26. MtJ&$ Face -mount hangars 6 SDCP221100, SDCP221134, SOCP2714W SDHR27400 SDHR27614 SOHR31400, SOHR31614 Strong Jrve SUHR Cornbo-Neal Screw 11 12 DIiT14 DS Dc C s N a,> Tie Lir; Will Stop 14 H'SQ2il LFTA Heavy Tw,t Strap Light Floor To inchor 20 SLR SUL SURC. SULC senes hangers Skewed face -mount hangers available in widths ranging hom 1- 9118" to 3-9118' and heights ranging from 3-1/16 to 13.3/4" 7 SDS25112 60E251341 SDS25200. SOS25212, SD625300. SDS25312, SDS-wAl2 Strong -Drive SDE Heavy -Duty Connector Scievr 13 FC4 FC6 F rarf.rig G P5 'r5 LS. A9, _ TA12 ..STA C LSTAI P, ' n?t LSTA24,-6'A30. ! STA36 S9aicht _.traps Concealed flange version (SURC, SULC) available for all double SDS25500SOS25600,SDS258M 14 F1JYAI4Z F'riundatriiWall ril t6 LS7'149,ISTI73 Straigl,IStMpy 2Xand 4Xmodellonlyacute flange isconcealed. 8 SDS25112c,S, SOS252 "_Q, SOS25212SS, SOS253DOSSS SDS25312SS Strong-Orve SODS Heavy -Duty Connector 85 Screw 15 GA' GA2 C 1 An es 1 % LTS-20 + 1 d4C Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDVJF2716 SDWF2720, SDWF2724 SDWF2726, SDWF2730 S'tralg-Drve SD'.rVF Floo,to-Floor Screw 16 F12A, H2 5T HE!H10A.2, H10S H14 HvA10 Humcain Ties 18 LTS12 L.TS16 t TS1t1 I ry?O Light'1"•,*nt Strap Wand heights ranging from 2.51il g, 11.114" 17 16 HCJTI 7 HH4, HH6 Heavy f:algid .last Tie Header Hangers 19 20 MG1 MST27, MST:37, MST48, M5130. MS,77L gild ium Grder T edcvm Straight Straps FLS'10007-R8 19 KBS1Z Knee-Ltace--'a'c:¢et "_-•r. MSTA9. MST-4.12 f,ASIAlb MSSIA rli rwAETA-A fl-1A24,MSTAK FAS'42c". LIS]A49 Straight Straps, FL*10667-96 20 L30, L50, L70, L9O Andes <- MSTrl MSTL40, MS iw4 T o MS C'8 SIIarghtStraps Product Model. Number or Name Product Description 21 LCE4 Poxr ;' P 2': MS7CsirTB3, IYISTC66133 Pre -Bent Straps Sea l; Product Model. Number ar Name Product DescMtlon 1 A,TR318, ATRtl2 ATRS/e. ATR314 Threaded Rods 22 LSD. LS50, L570, LSi10 Skeiabip Ang es da MST126 fill t vTicY, h,';ST'&?, +9STi72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" c, 7- 2 ATUDS, ATU06-2, ATUD9, A71JD9-2, ATUD9-3 ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Starr Stririgei C,onnectoi 25 hATS12 MTS16. MTS?8, h4TS20 rv4TS24C MT,S30, ir1TS30C. MediumTwi;tStrrlu 118" andheights ranging from 7-116" to 30'. 3 BP'ill BP1/2, BPI/2-3 BP5/6-2, BP518 5, BF'af4, BPJM-3, BPRTJD3-4 Fearing plates 24 LS9,J26LZ, LSSJ26RZ, LSWItIlI LS1SJ26RZ LSSJ210LZ, L W21''-iZ Frail Rd,ustabb Jack Hanger 26 NGA200 12, fl( rA2x12 12 *1rl `t3, r4C.A2x10 iC. "1t .v2x 216 Bridging, ll series hangers Top flange hangers available in widths ranging from 3-5J6" to 7- 4 Cl`M318 CMW112 CN075/8.CtMlCNVJSd8-112,CNWSM-5/8 Coupler Nuts 25 f_SSR181,LSSR21.I_SSR237,LSSR256 1SSR210,2 LSSR410 FieldAd,ustableSEoe!f:lerSkrrra5a:Hanger 27 RC'AIR12 RC'V"JR14 Wallrsracing 118"andheights, ranging from 9-114"to24 6 CTUD55, CTUi:f65, CTJD68 CTtJ4l CTUO76, CTUD77, CTUD67. CTUD88, CTJC97 Coupling Take -Up Del 25 LTP4, LTPS Tie Plates Z3 RPg 1b. Ril R"S2e Repair citric Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.112" to 3- CTUD96, CTUDW 27 Ifni 11,11i ML267, 1412b7 ML210Z Angbs Z) RSP4 Stud to Plate Connricar 518' andheights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 2F, MMHS Roof Tw--Dovrn 30 P1 SP2 SP4 Ste, SPE Saud PLC T re 4 DGHF series hangers Tap flange hangers available in widths tanging from 1-314" to 3- 7 RTUD3. RTU03B, RTUD4, RTUD46. RTU05. R7 U08, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMPIC Hioge.d Rocif Connector 31 3PH4, SPH6, SPHS Heavy &ud Pole Te 508and heights ranging Yon 9.1/4" to 20' 8 TUD9, TLU10 Tall p Device 50 MMLU26, 1v1 4LU26-2, MMLU28 MMLU2d 2. tAMLU210 MMLJI211, 1.1MLU135 NPALLIQ11 Face -Meant Hangers SS1.5 SISZ. SS S4.L Sa d .Shoe lil EG7, EG9 saris hangers l op flange hangers available in widths ranging from 5-114" to 6- 9 "TUW38 'rake.ii Vvasher 31 RBC RBCP Roof bo,jrr dart' Comps 33 ST9 e 12. S-16S-Z2 ST .92, 3-- 2 122, Z-- 71 �..;T221 ,, STU15, STb224.5T62-A Saaeght Straps 7/8' and heights ranging from 11" to 32-1/7' 10 URS3 318' Uplift Rod Run Tredowwn System 32 RST-3 Roof Tie-Dawr 34 Te20 l 7 183C T836-eA2. TB48 T854, T366 T260 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging, from 3-518" tc 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC222, R7C42, Ill RTC44 Rigid Tk. Con -actors 35 T WB1O Tiril 1> T`Ov'F14 Wall Bral 114" and heights ranging from 11.114" to 37' 12 URS5 5A' Up4t Rod Run Tredown SrMil. .'•4 STC STCT OTC. H TCd Truss ,irp� 36 VGT. VGTi"i,. VG rL Val ratte Pitch Gurd 7igidown 7 GLS series hangers Saddle hangers available m wirkhs ranging from 3-111 to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown S'- usin 35 T,ill TX" Trims tack C:I,oS 37 WB1C6 ''6?1u8; , V118'26,'41B1'rC ir--143C Vrhail Fsracing and heights ranging from 8-112" to 29 36 Z2, Za Z44 Panel Stiffener Cup=_ 8 GLTV series hangers Top flange hangers available m ividths ranging from 3-1/4" to 7- I M " and nerg his to It 9 in from 11 " to 32" FL #10441-R6 FL11:10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9/15• to 7- fL#10W_M 1,7' and heights ranging from 8" to 30" -dal protluct Model. Number or Name Product Description §49 3 Product Madill. Number or Name Prodi l Descriltlon 10 11 series hangers Saddle ^angers available in tviidths ranging from 5-114" to 6-78° i OTT2 Hold-down S+eg # Product Model. Number or Name Product Description t CBH2 ;7xS 5, C9142 37x7 6:, C6-2 37i3 75 Corceatr+ hangers and heights ranging from, 10-11Z' ro 28" 2 HDCICA4 HDCIi)122 Hold-down 1 AHEP Ad}ustabie Hrpl�nd Connector CU DHU, CHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF} hangers 11 HUT series hangers Top flange hangers available in widths ranging from 3-1, to 8. 3 4 HDQ8, HHDQ11, HHDQ14 PGU2, HDU4 HDU5 HDU8. HDU 11. HDU14 Hoin-down Hold-down 2 ., OSC2R SOS"3, l -SDS3 DSr_iR-SDS-.. DSniL-SDS3 (15C Drag Strrt Cnnnril Gable FTrace Ccrne-titor available in widths aangdng from 1-90IT" to 3-9J16" and heights ganging born 9.1/B" to 23.15116" 12 HGLTV series hangers 718" and heights ranging from'-1 r2'to 37' Top flange hangers availabie m w,dths ranging from 3-114" to 7- 5 HP.A28,HPA35 Strapatylepurlinarcher 4 HCP1C?.H;,'P2 H=CP4 HipCcrner -late 3 HGU363-SDS Il2S SU:±H'3U5.50-905, G i5.6'2-SDS,HGU7:WSDS,HGU72Jw Face-ni hangers 178"andheighrtsranging from 14"to33" 6 L.STHD8, LSTIl Strap -style hold-down 5 HHRC2- . HITARC42, HHRC42 2, HHRCA'I 51, HHRC44, HHRC5. 25. 25 HHRCS 3Ir5 12„ Heavy -.Ip to ridge Cc nnectors 5D 1, H-=U9.00-SOS 13 HIT wnes hangers Top flange hangers available in widths ranging from 25116` he 3. tdASA MASAP Foundation anchor strap H'HRC68 4 HGUS .awes hangers Face -mount hangers available in mcitlls rangingfrom 1.518'to 7- 9,'18" a d heights ranging from 18" 28 8 MPA132, MPAl44 SYrap-style purlin anchor 6 HRC1 81 HRC22 Hip Ridge Conne= or aid" and Heights ranglnp from 5-5116" W 12-718" 14 Hlr'STF series hangers Top flange joist hangers available 0 wKRhs ranging from 3-118" to 9 PA184 PA' '3 PA28, PA35 PA51 PA68 Strap -style puriln anchor i LRU126, LRU28 LRU210 LRU212 Ratter Hanger 5 H H G U 5 25-81)S, HHGUS aC-SDS HH G,!5,lia -`":DS Hi-iC,117 00-SI:) S1 HK:,i 7 2S-SDS, Facie; mount harl;lers 39116' arid heights ranging from 5.3a" to 13-1/8" 10 PA118, PAI23 PA128 PA135 Strap -style purlin anchor 8 LSJ26 L&. U28 LSSJ210 1-,gW 5k ceblerSkevable tl Hanger HH_ U9 00 SDS, 15 HUTF HUCTF series hangers Top flange hangers available m vadths ranging from 1-9116'tc 5- 11 STHDtO STHD10RJ Strap -style hold -dawn (} TBE4, TBE6 1"mass H.aanhg Ennancar 6 HHUS26.2 HHI Iti28.2 HHUS21:0.2 HHUS46, HHWJ 48 HHJS41 t), HHU'S3 50110 Face -mount hangers 1/2' andneights ranging from 3.7/16" to 15" Concealed flange 12 STHD14. ETHDI 4RJ Strap -style had-dawm 10 TC24 TC -2,15 TC B T n:ss :;,p HriLIST 2SH 0 version EHUCTF) available for all models having rndth equal to or 11 T HA29, THA213, THA 16, IHA21fi THA222.2, ' HA413, T HA41 L3, i HAC TId, THA422, Adlustabia Truss -anger HS''IJR HSUL HSORC, HSULC series hangers Skrrr d Face mclunt rangers avallaode In widths ranging lien r 3- greater than 2.9116". THACa22 THA426 T HA422.2, TI-ifil 11fd" to 5118" and heginis ranging horn 4-3M" l'e 15-314"_ 16 H'WP series hangers Tap fienge hangers avarlabde in widths ranging from 1-9116" to 7- r 12 THAN 81.1212,'HAl2 Ol THAl2. V22, THAI1222, THAI322 T HFJ3.5.2 7HAI42:2 Adj°uslahle i hiss Hanger Sized for -, octs Conceali flange version (iHSURC. HSULCI available for all 1/8" and heights ranging from 5.316"b 28" 10 THAL 422 THAIl Ska3wi.n Truss I+anger double '-'X anri 4X models, only acute flange Is concealed 17 HWPH series hangers Top flange hangers available in widths ganging from 1-S11B" k, 7- 14 THJA26.LTH.'A26,LttgA.A MumpieTrass'rlangers 8 HTL B ,HTU,HTJ_10,HTJ2li2,HTU2�21-TLIZ10 2 - Face-mow.thali ell 1/2" and heights ranging from5.318"to32' 5 THJM2-6.SDS' TH,IM2.5SDS3 T IJU23 I HJ 3 .V ILv t1 Hp'c 7cr:ss "_n ,ge s r? HV HUC ser es hangers Fa;,e•m>uint h angr=rs oral able in wfdtns ranging from 1-9116 to 7 8 ITS series hangers Top flange hangers available in widths ranging from 1-9116' b?- 16 TSBR2 2e Truss Spacer Restant '!')'and heights rang ng from 2.71W l0 19-114" Concealed flange 5!8'„ and heights ranging from 9.116" to 16' 17 VPA2 VPA25 VP.A3, VPA35, VPA4 Variable Ptch Correctors ,rerscn IHUCi avaiLble for All models having wkith equal in or 19 JB series hangers Top flange hangers available in width of 1.916 and heights 18 'vTLR NaleyTrusGLp greater that) 2- girt 6'' ranging from 5-3/B"to7.1f4" 0 HU 31. 51/95DS, HUCQ7 A,:i 1 SDS •TJCO,1- 0-2SDS, HlicQ210 3 'r"S IHUCQ310 Face mount htgrigl rs 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights SDS,HI,Ci:+410SDS,HIJCQ417SrT IrU".1.5?5?Sz:CSS,'+IUCG525111_SDS iILICC630- garaging from 93Jif4"to13-118" SLi�'. HUCf:512 Sus Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30i Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products apdated 123or-ar2t Simpson Strong -Tie 2020 BC Approved Products UPdaced,zrJana2: ,.,..- .. _ For d gal Inks ro AI 6ST approvals bled below. �. 'K HcP',�. � , ; For dYe,;: Ir.k, to r41 �4T apprwE3ls tAe�u baov i. x,E. Pe�u� �"'"-'tea , �.-.. Fa dra�rt l-1ks la a:I S�iT trsF'r wvl, teleU' ualvFr � PI hrCF;.'f_. Ott -_ -: _ For direct Inks to al SW aporrnral5Ill bWaM,FtaL crid' . For additional Itttrrctettal rejl�d/1Q F,plda 3 �ate'aide Pr{,rtr41 Approval �ySitwm aril MinTa Dada L[Manty NC'�:C d Acceptance (Ni{NQA). aL)r,,.K ..C� .L. F 1 e Pr ! r ai _ .kern arc vaa,-r-Lade ".ou Qf addt,ond nftt'natlSA` raga elq la da 5 Fkatervxl adaC A P a+ �.-. t.ao.e � f.c,.t...snce F..- F a ia...l -au � r a do . � 1 ,aRale«zde �4,ci , e. al .she. an4 .t m de � W dd:trP tt'i' Gin eg � 7 SL 5 a W _ 8 {'a .W tv a � c , n e It.._.A,. ,-_ is ,- Y � � '�`- eP c yJ L Fat additional ctamauai regarding Flpida s Statewrda Vrafuer A anal System and 49arn- - de n, agg PPr Ya Gil Gdw N Pf Acceptance NGA Y OUGe p ( j 21 LB series hengers Top flange hangers availallArir in width of 1-W!6' and heights FL#1,468-R5 3 SLbV1 56 5 UV1 81 Sh-O 2 Or: aLBV2 37 SILLY- t6 JttS`e'2.68 S/LE3V312, 1 up F'ar'ge Joist riangers SET-XP Adhesive Anchor for 4;,7rcul ganging lrom5-3r8" to 15-1�8" S1BV3 56, F;L B 3.a ' S1�81,?a CTs Sr:' FV4 12. S+LEV4..28..NI_61/4 T5 S'A JV5 50 6 Strang -Boll 2 (S7B2. ST62.4SS, ST22•6SS) Strarig-Solt 2 V+fedge Anchor for concrete avarlabte in carbon 22 LBAZ series range's Top flange hangers ayallaWe in wndvt of 1-9/le' ano heights Product Model, NUMl or Name Product description 1 g SLT T21U S+UT 2Z 5fill14 'i r4 HTTS Holdow.vris steel and Types 304 and 316 stainless steel ranging from 9-3116'" to 13-Vil 1 HHUS211i HHUS21 CvA n s I I,::mgct 20 SNIST60, SA1ST'2 Straps 113 mil (1 0 ga) 7 Titen HD (71-10-H, THD-HMG, THD-H4SS 7HD-H6SS, Ti O-CS. THD-C95SS'i Than HD Heavy Duty Screw Anchor fa concrete and 23 LE03 LEGS, LEG7 series hangers Top flange hangers available in widths rangig fiom 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-112" - 3 FR56 HR58 HRS12 HUC'Q210-2-SDS, HUCCi210.3SDS, HUCQ310.SDS S7ap':es ,lost Hanger 21 22 S�4 SP6 573P DSP TSP Stud Plate Ties Sa,d Plate Ties avala" vwlthl hex head In carbon steel and Types 304rA stamleas steel, or with countersunk head steel 24 Ill MEG7 series hangers Top flange hangers availal in wdns ranging non 5 Vit" to Cie 4 1 H;B2 TIiGB3, THG", THCBH3 THGBH4 st Hanger 23 STC DT^ V Truss C lip Type 316 sta n ass steel h ?+8" and heights ranging from 9" h 32 112" 5 T'HGQ2-SDS3, THGQ3i;CtiS4. S. THG.aH2- Sr`k5 THG^iH.i-SDS4 5 T ,AntDH4 SDSG _ H ,nger 24 T 1D'2 Tn,ss Brame 0 agora'' 8 Titan HO Rod Coupler (THD37634RC, THD5093dRC) Titen HD Threaded Rod Coupb fa co veto 25 NIT seines hangers Top flange hangers avaiiai in widths ranging from 1-9116" TO 5- a THGW3-3, THGW3-4. THGW'4-3, THGVV4-4 cis Hengei 2! TJC3' Truss Jack Connector 9 Then HD Threaded Rod Hamper (THUB25155RH. THOe37156R1-11 THD37212RH Titan HD Threaded Rod Hanger f crew 118" and ne'ghts, ranging from 9 114" to 24' THD50234RH, THC10212RH) lie. 26 PF, PFB, PFOB, PFDS'B series hangers Top flange hangers available m width of i-9116" and heights from3 3+3" to 7 t!F" FL#uAT3 R5 FL1t13904 R5 10 Wedge -All (WA) 0/edge-Ali Anchor tug inasonry Assist, Virtual Review appr ranging come feted and Editlo 27 26 RR VIP series hangers Ridge a ratter connector T op Range hangers available in vrldths ranges g from 1.9116" to '• fig,$ Pig pt yid W2deir NuMk or Name Pt�uct IMni tron § I: P[vduct Model Num tier or Name Product Descriotton FL#162313.R8 Plans Review 2D20 FBC 7th fiance with the X23DD 11a• and heights ranging 9H14'k, ail'. DET.AL2'0 Dt�t,ble F_nib4n v-, Trus3 Anrnot r�a1a13 c62 sL>SHCG, QeQryw e2.STlSHCrG cccMS_,o-s�7sHDCt G. ccTM3 e2 so:iG. Masonry Pidr Caps for comp Anne Klahr P Debra _ „ FGTR FOTRHC FGTRHR H16, H16S, Hu5-2. H Ill : •der Retied r Arti Hurnc.:r.e Y,c CCTQM4 62 SDSG CCTQNIS SC SGSG. CCCr1M3 52SDSG CCCQM462-SDSG. CC;CGr15 5J-SDSG gin 1 DOW"j4bdal. Number gj ovine AlAT-XP P(yQuZ Description by High -Strength Acrylic Adhesive ter; nncrete or masonry FL#108601135 4 HET.412.HETAI6 HETA 0,HETA24 HETA90 FhaticodTn:c_Ancncr _ F:CLOM362G-KT FC;C-0h1462G.K' ECCL',I i1C;-KT.E:XTI.CMti36 G-KT„ Masonry Pier Caps 2 ET -HP ET -HP EpoxyAdheataefor rriesorry 5 HETALI2. HFTAI-16, HFTAL20 Emtec ; "Trues A,nrhn- E �LL:iMU4 0 KT EGt;L_c:M:r bLn .CT �CCLRGMD3.ti2G-KT, ECCLRQMD4.52C 3 SET-XP SET-XP High -Strength Epoxy Adhesive Inv masonry S 1 Product Model. Number or Name ,ABA" ABA44R. ABA46, ABA46R, ABA56 ABA66R Product Desorption Adjustable Post Base 6 7 HGAM10 HM9 HHETA16 HHETA20 HHErA24„ Hill htacorry retrof cranne tors Heavy Fmixdded i ILSS Anchor 11 Kr E UC;LigQM[ Y5 SOLI.KT HGUth',:, 25 HGUIv1r 0�:). HGLuM ^5 FiGJk19 00 Heavy Masonry Hangers 4 5 Strong-i3oX 2 (5T62) Till 2 ;TrN2) Strong -Soft 2 Wedge /8nchorfor masonry Then 2 SweivArichor for Concrete }4 sr. 2 ABL144, ABU44R, ABU46 ABU46R, ABU1-5 ABUS 6 Al ABl i6 ABLI66R ASU88. Adjustable Post Base 8 L7,T2. LrGT3 SDS ri. LG'14•.SD- Girder-*6ownl 4 L,:,UM26.2 Ll UT0,6-`i LGUM28.4 LOTJ026;2. i GUrrf28-3 +_Glifi128.4 1GUM1210-2 Masomy Beam Hangers 6 Trillion HD {THD-H4SS. THD-H6SS, THD-CS&SSj Then HO Heav -Oury Screw Anchor for concrete available in 3C4 ABU86R„ ABU1010. ASU1D10R ABU1212, ABU1212R 9 LT A2 Lateil Inns, Amnnoi L JM2-C: 3, L GIJr)21U-4 C". kli ,;UV48 _GUMAIC or 316 stainless steetwith hex fused. and 316 stainless steel with 3 ABW44Z ABW44F#Z.ASW46Z,A2VY46RZ,ABW66Z.,AB'IN66RZ A61hl' AdjustablePost Else 10 MEA12 NIEJA16,Ir1ETeW1LR,MEIA20.MEiA24 MEA40 Enlbr±oovr3Tn,sc.Ar-nrr MBHA312;92S,?,I8HA312r1125 N1PiHt3',°ai3+ 2:1,TORHA3 ,01921s,M16HA:,iJ6111.2, Masonry Top Flange Boa"mHangers countersunk head 4 A^4, A04R" ACF4, AC6. ACSR, ACF8 Poet Cap 11 NS7A1l MSTAM30. MS7CM40, MSTCfl :?rap Te for Mal NSHAS 56i11 88 NPHA3 :6Ir 4 drt6HA3 5616, NtB-aP3 5618 NI HAS• 5011 215 7 Titen Turbo, (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 8--4, BC46, BC4R, 306. BCBR. BC8 BCS2.2/4 5CS2-316 Past '"ap 12 MTS1,,G16, hTTSh120, HTSM1F3, HT5M20 Twly. Strap for Mitwulp M'BHA550r9 25. V-3HA5 50r1-25 MR AS 501, 1 88 IlIlA5 50r1 « M5HA5 Sar16. 6 CB44, -'CB48 C$48 Cl CI3i38 Embedded Column PAse h6HA'i 50118 Cz 7 C8SQ44•SD52 CB-S046-SCk+2. CBSQ66-SO52, C$5086-SOS2, C85a88-SD52 Embeddeo Column Rasa c hBtiU3 Sag M6rfUo 3111.25 MBHU3 56 1 Bh, M30l fV011 ,U356116, d, Masonry Beam Hangelt FL#l6237-R3 a CC. ECC, ECCU Series F3oked rnlumn caps with W1 ranging from 310' to ri1'2' ard W2 ranging frorr„ 3-5d8" 10 7.112" FL01 /496-R5 f43HU , .-611 B. MPHUS .i'J 9 25 MR iUH 541111 25 fAiil-lU5 -AAA 1 88 Mill I LIS 5011 lilBHU5 '0!l6 MF<HJIS 50'' 9 � Product Model. Number or Name P mduct Description /e�el�l CIO o S CCCO-SDS'2 5. ECCQ-SDS2 5 Swiss Scievied column caps with W1 urging Fora 3.1/4" to 9-1 t2' and W2 ranging front 3-SIR" to7.1t2' ^ Product Model, Number or Name OTT1Z Product Description Deck I ersier Tie 1 X3461016.5K, X1 S7016, Xlel016-4K, XQ 1$1018, XQI B101151 #10-16 Strang-Drivo X Metal Self -Drilling, Tapping Scram witty 413 Ill Point � S �. 10 CPT44Z. CPTeez --PTMZ Concealed Post Tie Base 2 H012 H019 Gtikod Hoidowns FL 3975-R6 2 XLQ114T7224. XLQ114B1224-2K gDrive 412-24 Stror,XL Large -Heal Metal Self -Drilling, Tapping 11 12 1l EPI344. EPB46, EPB 6 EPS4Z Embedded Prst Base Embedded Post Base 3 4 HD38. it HD76, HD98 HTT4 Hil l-TrT5-3til Borrec Holcowris Tell -or Soa # Product Model. Number or Name Product Description 3 XMQ114S1224, XM0114812242K Saews with p5 Drill Point and Large Diameter Hex Washer Heed #12-24 Strong -Dave XM Medium -Head Metal Sef-Drilling, 0 13 LC644, LCBEB Embedded Column Base 111-719, LT r205-_ L71I31 L nt'ers cn Tes 1 SDW12300, S[ W22338, SDt"722438 SOwN224:R S.1V'22500 9DL1+2^60r. SOtV". 638 S?Lri2"3^w Soong-Dn.e 5Dt1+ EWRPLY and TRUSS -PLY Screws 4 XQ114SI 224, XQ11461224-2.5K. X114S7224, X0112S1224 XQ112B1: 4-2K Tapping Screws with A5 Di l Point and Medium Diameter Hex #12-24 Strort Drive X Metal Self-Dnlln Tapping Screws 14 LJ7C4Z, LPC6Z Light Post Cap 9- 9, Pp 9 wwkh Y6 Dri11 Point 15 16 MP6447, MPSM, MPB88Z P644, P644R, P6413, P666. P666R Moment Post Base Embedded Post Base FLXI3628-R5 3 SDWC1545i DV C15600 bJJVH1o3aGU6 SJeA+H194GY UB a)tVH 196C U6 SUiAH19HttiUb SG'r"JH19 0 OD6 Strono-Dive SD'IA`C TRUSS Screw Str any -Da a SC'WH Tltw'16ER-HEXSc ew 5 XU34ST418, XU 1481016-5K #10-16 Strong -Drive XU MetalSelf-Drrtng. Tapping Screws with 17 PBS44A,PSSM FBS66 Embedded Post Base 4 S_)JVH'''4f.,r_, SD J1-12rfigi SLU10H2 81)r '1_iVy'H1' t0U'JG' SLANH271201i Soong-1-trrveSUV'IH1110i=IER-HEX HUG Screw #1Orel Point 16 19 Pl PBV10 PC-44-16 PC46-16. PI-19. PC64AS. PGW-16 EPC44-16 EPC46-16, EPC48-16, Round Post Base Post Cap 1 Product Model. Number or Name 93518x24, S'8718r24. SBtx3O1 Product Uesr_jiptlon S5 Arichsr Bolts , 8 SDW 1b 12 SLV U1t J00 S Th#S 16 r 1 ? SD,MS 1 o4U3 SD'WS196'00, SDvww'St971a., SDV1+5'2400r,SO)AS225CC S )OVS22512„ SiYAS22ET1.7. SYrorg-Dwe Sl).VS F KAMING Screw Strang -Drive SDYJS TIMBER Saew (Interior Grade) � /' V EPC64-16, EPC66.18 2 SrTB16, SSTB20, SSTE24, 5ST823._ i$TB34, SSTB36. SST816L. 7v_%, SSTB:AL $Stir b AMha lapis S7.ilS Il 00. SDVl2900, SOWS,' 1I i SDA'S2211 "0 SOWS221200 SDWSi21500 FLIC353320-R0 s- 20 Pl PC4RZ, PCSZ, PC5RZ. PCBZ, PC8RZ EPC4Z. EPC4RZ. EPl EPC6RZ EPC62. Post 'Cap SSTB28L 7 S7WS2 300D8 SU:"J51240i:D8 SUiiVSr<500DB SU'r'J'S226000B. SU6515 ;2800D8. Soong-Drree SDVJS TIMBER Screw (F�nte rior Grade) EPC8R7 S")WS 210000P acell Product MaS Number or Name Product Description 21 PPB44-4Z Ploll Post Base 8 SJWS22312098, SDW5227120BB Cutdoor Accents Snuctwval Waod Screw 1 DSSCB43.5 OSSCB46, DSSCB48, Oil Bypass Framing Drift Strut Connector 22 RPBZ Retroft Post Base FLIRi3872-R4 9 SDWS2730f SS SO''AI52740OSS, SCIW5275009S. SDW527600F;S SDWS2780OSS, Strong -Dare SDWS TiMEER aS Screw 2 F-C8435, FCB45 5. FC847 5, FCB49 5. FCB411 5 Bypass Fragel Fbrtsd-Clip Connector Wj n v S;3WS271000SS, _SDWS271200'SS 3 FPt,SD34S1018, FPHS03401015, F-HSD3481015-5K. FPHSD34S12-,4, FPHSD3481214, FPHS03481214 5K #10-16 and 912-14 Strong -Drove FPHSD Frammg-to.CFS Sell. DNing, Tapping Screws FLIH0866 R5 Seth 1 Product ModelNumber or Name CMSTi 2, CM8T14, CMS'll CS14, CS16, C518, CS20, CS22 Product Description Called Straps 10 11 S:)INV13400 STN22 Strong Drive SU'WV SCLIET7-RIM Screw Cutocar Accents Hex -Head Washer 4 LSFC2.?5 LSFC4 25. LSFCfl SFC2 25. SFC4 25 SFC6 25 Sta l Framing Connector < HR56 HRS8 rHRS12. FHA6. FHA9. FHAl2, FHA18 FHA24, FHAK k'LSTI_5-"a"36, Stratpl/ P- mil (12 gd; 5 LSSC4.25, LSSC6.25, SSC2.25. SSC4.25 SSC6.25 MSSC2.25, MSSC4 25, 1i.25, Slarall Stud Connectors I,j Product Model- Number or Name Product DescMotion NST148 MSTIBC. MST172, Slvt-ST27, SIMST37, VMST48 MSSC4-25KW, FASS06 25KW ter► 1 FJA. FSA Foundation Anchor 3 HT-S16, 14TS20, HTS24, 4T'.S28 ITrS30, wTSWr Heavy last Straps FL#1'5363-R3 6 RCKW3, RCKW5 5, RCKW? 5, RCKwr RCKW5.5S Rigid Knee Wall Conr.-el � 2 PRFP Plat Rattan? Foundation Plate 4 LSTA3'), f ST A36, 1_31714g, LST173, MSTA9. rv1STA12, MSTA15, MST.-18 MS7.h21, MST424 Straps 4'. mil (18 gat 7 SC6435, "45 5. SCB47 5, SC84g 5, SCS411 5, MSCB45 5 MSCB47 5 B Slide-i Bypass Framaxg � .P Connector 3 GH46-6, GH46-8, 01-148-6. GH48-8, GH4106. GL141" GH61l GHill GH68-6, GH68- S, GH610-6, CH610-8 Girder Hanger 5 6 LSTA9 LSTA12 LSTA15 LSTA18, LST'A21, LSTA24, ST'1Mg ST21:= ST2115 $I ;215 LSJIBH3 25 SLeH3 25 A4SUBH3 25 Straps 33 rnU (20 ga) R,diji n3 Conner or Sjll 1 Product Model. Number or Name A3 18, AS 18S5 AS 1856 Proddcl Desorption 18 ga Truss fill 8 9 SCS32-5J97, SC562 5197, SCS62 5r 18, SCS82-$0le SCW3 25. SCW5.5 Bypass FramrQ Conriecbr Head-of,wMsll Slide-Ckp Connecl —0 4 5 GL85A. GL855. GLB5C, GL860 GLB7A, GL876. GL87C GL67D GLBT512, GOLT812, 01-81`518. G 9LTe18, OLM20 GETLT820 Ghulam Bear rig Pilate Clulam Bearing Ptah 7 8 UIP5 LTS12, LTS16 LTS'.8. Lll LateraI Ie Plate L int T,-iw Straps 2 3 AS 20HS A;-20 2) ga High Strength T fr:ss Plate 20 ga Truss Plate 10 11 Wr8 25. SJC10.25, Ill 25. rd5JC10.25 SSB3.518 Steel Joist Connectors Gypsies Framing Slide -Clip Strut Connector � m Plate 9 NSTA30 MSTA36. S76215, STC224 ST9, ST12 ST18, ST22, MSi C_8, MSTC 7, h45TC52 Straps 54 Trill (1R 4 ASl P Hinge Plate Connecter 12 XLSH34B1414, XLSH7881414 #14-14 Strong-Onve XLSH Shouldeted Self-CAiling, TapPtig 6 7 Fill HGLBB, HGLBC, HGLBD HGT-2, HGT-3, HGT-4 Heavy Gilliam6eanrryl Heavy Girder Tiedown, 10 MSTC66 MSTC781 ST8 33 ga) Straps °3 mil (14 oat Souris LJJ 8 IJFPi0SOS3 Universal Foundation Plate 11 NTS12, MTS16, MTS18 MTS20 MTS30, MTS24C, 16ITS30C Medium -vvist Straus 13 X01S1018, XQ16101i34K. XOIS1214 X01BI214-3 SK, XQ78S1224, XQ78a1224-3K, #10-16 4'2-14 and #12.24 Strong-Otwe X Metal Self-Drittng. 9 URFp Universal Retrbtit Coundaton Plate 12 .' - '2 wi'm S/Bi 12, _c 04 28. S1B `lei, SIs2 37, S?d2 56, 5'B� 68, 16' 12 SPB 6 ' Er' ,' J4,0 Sill 12, 5dB4.26, S!84 75. S1Eu 50 p F ion e Joist `_ 9 -'angers FL#15730-R4 XQI14S1224, XQ1I461224-2 5K, XQ112S1224, XQ11281224.2K, X34e101t3-5K X151018 X1810164K X151214, X1812143 SK Tapping Screws 13 5g3A2 12t8, SIBA2.12/10 S6A2 IX12 SaBA2 12114, SJB,A4.1818 Sr A4.18,00, Top F-:ange Joist Harll tea iX Product Model. Number or Name Product Description z Sill 16J12, S1BA4 1e114 1 ET HP Adhesive Anchor nor cencte•e z 14 91 Hurroswe ,rile 2 GAC, GDP. « UPIVI-50, GLIPM 75 GDPY-100 UPS, ( .x1, r4W 75 G4b'-IUD, GTH Gas -actuated fastener, and as+semblRas � 15 91HD8S S/11D86, S44D'OS SI D106 SA D15S, StiI171158 H❑L cvms 3 P)PA POPA K, PDPA-MG Pr;OAT PDPAT K PINW, PINWP PINVrP-vV, PDPAV4. Paviactuated :astenets threaded stunts, and assemblies 16 91 DU4, a1HDUS, S HL.i9 S.1HDU11 Holdo,^.'rs P"'PA'a/v1 Ill PI;`vI , PSL t 3-K, PC[.DPA,- P Cll')PA P RNA.;, Pill 04 J 17 SVJCT, 51T QC;T .,cusri Purgers 4 S"_T .2iG Anti .anther far concrete i1 SHEET NO, March 6, 2023 PA 1.3 -f 1 T,.s -4 sin:► Ilk', r_ ssnrc I I I I I I I I I ' I ' 1911 1 1 1 1 A - I ___ . 11 11111 , III , 11 1 - - I . I I I ___ I 1 11 11 1 1 1 F 1IT11 Firl! I I I I I __ I I I I I , q I , W11 --I, M f , I , , - . ".", . 1 .1 - . I I 1 11 11,11 11 1 U) U MIAMift ILL4311-DADE C PGT Industries. Inc. PGT Industries. Inc. -0 > (D b L FRODUC T C 0YrR0L SEC TEO-N PGT Indw, nies, Inc. (1) 0_ 0 0 11 90f SW 16 S MW Ro= Z,02 -NOTICE OF ACCEP1,VNC E: 11-IDEN( E `-,1-B.NflT TED NOTICE OF A( C EPTANCE: EVIDENCE SI'B'.NHTTE,D QL " M 0 DEPART&MXTOF REGULATORYAINDECONOMC RESOVRCES(RER) MU=L Flo'n-ft 33175-2474 BOA" ANM C OD E A WMZISTRATION D nl=.N' T(IS-IJ1315-2-500 94 NOTI( E OF A( EPT.-UNC E: EVIDENC E St'B'MITIED _Y _fLk Cn NOTICE OF ACCEPTANCE (N-TOA) 1. Evidence submitted undei preiiou NOA A D. QIALFT SSIL NCE = CZ A. DRAWr'�GS B. TESTS (continued) L Nfiai:W Dade Department of Regulatory and Economic Resotrces (R-ER). (D -0 0 PGT Indwstries, luc. 1070 Tethnolo&y Dtivt. 1 Nianufacturef's die drawmizc. and tctions. 5. Test M)ort on 1.) Air Infiltration Test. per FBC' TAS, 202-94 = 0 -0 0 North Venice. FL 342 5' (,�nbndffed u nder.V0.4.Vo. 11 -6 10 .04) 2) L, iaform Stati(A-u- Pressure Test- Pei FBC. TAS _�02-94 E. NI-tTERIAL C ERTMCATIONS q 0 LL_ SCOPIE- I --9;70.(# ed -Virlyl Sliding Glass M)'_ sheets I Drawing No. NED title Dm NOA tL1 3)'�k'ater Resi-stance Test. per FBC. TAS 20-2-04, - 1 - Notice ofAcceptance No. 15-0528.14 issued to Vision Extrusion Lmiited for their C_ 0 This NOA is being issued under the applicable rules and regulations governing the use of constructLorimateriah. The through, -11 of 2 1. prepared by ir, mufact-Lifer. dated 1-0 05 1 i. %vith re,%ision A dated 4) Lime 'Missile Impact Tesi Per FBC, TAS 2.01-94 "IN'hite Rigid PVC Exterior Extrusions fox- ANIndows and Doors". dated 08,. 13.15. 0 > .cn E 2 documentation subautted has been reviewed and accepted by Nfiami-Dade County RER -Product Control Section to 04. 05�'l 7. signed and sealed by. .. L,,,mn N1WeT P. E 51 Cvilc Wind Pfesstire Loading per FBC'. TAS _103-94 expiring on 09-3019. (D be used m.Nlia= Dade Co=v and odwrareas whav aLtowed bv the.huth"; Hm-= JuriAction ([.UV). 6 1 Forced Enw; Iesi. peT FBC � TA S 10 1-94 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Lu3iited for ther -YE Cn This NOA shall not be valid after the expu=ou date stated below TheNfiami-DadeCounr y Product Control Secoca B. TESTS along with "irked -tip drawtags and installation diaerani of vinyl sliduig glass door. prepared 1000 Tan 202 and lighter Shades (N-on-Al-hite) Rigid PVC'Exterior Ein-usions for C/) < (In Mianit Dade C ounry) and,"or the AHJ (ia areas other daanNiianu Dade County) re 5 t rve the right to have this I Test report on I.) Unif orni Stati, Air Pressure Titst, per FBC, TAS, 21022-1�)4 byFenestration Teiiruig Lab. Inc- Test Repon No. FTL81549. dated 1106,15. signed ind Nlindows and Doors'-. dated 121-08,16. expiring on 12.�29,�'21 product ort material tested for qll2lft� 3%uranceputposes. If this prooduct or material fails to perform in the accepted Large Nlissile �nipact Test I)er FB C. TA S 2 01-94 sealed b-,,- ld.-dnu� Ortega. P E. Je-�t fepon reviied on 12 0415 and 02, 11 � 161) 3. Notice of Acceptance No. 1."528.15 issued to Vision Extrusion Ltnuted for their manner. themanafitcturet will incur the expense of such testing and the AHJ may itutnedisely rev ok-,-:. modif�_-. or 511re T 3 ) i CN-clic Wind -!,. re& 1-oid11119 per FBC_ TAS 20i-94 6. Teit repon on �ir Infiltzranon Test. per FBC. TIAS _20-1-94 oated (Painted or Laminated)" -hite Rigid PVC Exterior Extrusions foi- suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc eptanc e. if it is determined by Miams-Dide County Ptodtx t C outrol, Sec tion that this produc t or materia I fa i I s � o along with warked-u!) drawings aric' u st;illauon d0garil of -Vinyl shcl=, s!M,,s door. prepared 2) T-Tiuforin'S taTic A�- Pfessufe Test � per FBC. TA S 201 -94 Windows and Dooi-,". dated 08.13; 15. exptnng on 09,30.19 C! meet the requirements, of the applicable building code- by Fenestration Testuig Lab. hic., I �st Repen No. iTL 8 aTed I Al I ed and 30X'itei Re,�islance Test. per FBC. TAS 2'02-94 4 Notice of Acceptance No. 16-0712.02 imued to ENERGI Fenestration Sohittons; USA. Thisproduct s, appicn-ed as described hereto and has been desi� tc, comply with the Florida Building Code. sealedby1dahnisOnega-P E�Jez, on0_' 1_5 16 and,0224 161 4) 1 arze M sile ILLTac t Test per FBC. TAS 201-94 is Inc. for I heir _N 3040 and Lighter Shades (N -TA -on-Mifte) Rigid PVC Exterior inc luding the High Velociry Hutricam Zone lest report or I) ArInfiltrat�o: Te-3�t, per FBC TAS 202-914 T ychc Wmd Pre,&,Aire Loadin1g, per FBC. TAS 203-94 Ein-usions for'"'indows and Doors'- dated 09,1 5,� 16- expiring on 02,04?21. DjE-scRimoN: series **557&'!770'* Gla ss Door (Reinforced) w,`,n-o9(#Jt- 13�50 corners-L.-ALI. 2) Uniforni Stati; AirPres�,ure Test. per FB(", TAS ilong %vith marked -tip df awtngs and insl a1hrion. d 14agnmi Of ,aa\ I 5hdme glass door. prepared 5� Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Soluttons USA, APPROVAL DOCUMENT: Drawing No.'_MD-5970.0 Rev B. tided 'Nitild Shd3n g Glass Door NOA 4bees 3) Water Resistxxe Te5i� per FBC. TAS� 20-'-94 'nW. b%, Fenestranon Te,rins L-3b. In---., Test Re -Pon No FTL 8;52. dated I- - d YC�4 15. squed and Inc, for their -'Fronze and Lighter Shades of Cap Coated Rigid PVCExterior I through 21 of 2) 1. prepared by Wa cturer. dated 10 05;15 and last mised on 01-01.21. simed andsealedbv 4 - ! L ar g e N lu;,�e c! T e s i per F B C � TA I -Q 4 - Z, - )M ealed bv Idalnus Ortega. P E� ('Te�-t reporT rel 1�td oil 02 15 Ein-usions for'"'indows and Doors'* dated 0_01 5 16. expiring on 04.� 16 20. A, Lvnn Nfiller. P.E.. bearing theMiams-Dade CountyPtoduct Control Revision stanip wtth the Notice 0, 5 suze Lozidmg Fer FBC� TAS 203-94 iA� 7 Test repern ,xi 1) �_�ujforiii Stailc Aif Presime Test, pei FBC". TAS 2021-94 6. Notice of Acceptance No. l"71 2.03 issued to ENTERGI Fenestration Solutions USA- Acceptance number and expuabon date by theMaiiii-Dadie Couwr Pro dtkn Control Sectior. 6) Forced arn'' esT, per FBC', 2102-94 "1 Large N hiislle IrWac t Test per FBC`, TA S 201-94 Inc. for ther,-IA"hite Rigid PVC Erterfor Ein-usions for Windows and Doors- dated Missmi BIPACT R_kTr�G- Large andSmall'-%fissile Impact Resistant 171 -cr. along wahniirked-up drawings atic nlallarirna diagrain of vm, shdag zlas� do r- prepared IIC Wind T 3 1 C'vc A-oadwc per FBC. T.A" '03-94 08:MIT expiring on 0_1*28,M by Ferie-sTration T"ine Lab. In-- T -st Rqloil N--)- FT-L 8.546- dated 1106 15. signed and along with ii-Lukecl, -up dra-,xings and installation diagmai of *,,111VI slidaig elass door. prepared 7 Test reports No(s). 10-002-792(A). 10-06-MO5-17. 535753-09. per ASTNEE-84. S L - See table I (sheet.:) and table 2 (sheet�) forapphcable SGDunit size-,. design pressures. &eaaled b�v Idiltnis Orega., P Er je� Lin 01 Q'14 l6and 02 11 20 16) I - - b%- F�riesuanon Te,�ine Lab. Inc.. Test Report No. iTL 663S ('saniples A -I rlu -u A-22). dated ASTNID19*29, -aid ASTNID-635. issued by EXOVA toVision Extrusion for cellulosic glass types- sillriser(see tablesB-1 Lk B-2.sheets -8) and anchorlayoutsbeetsrequirements, in 11 thru 1& Test report on 111A�irinfiltrato_, T I e-�_4 � per FB C - TA S 202-04 11 10 10 �i aned �-iiid sealed by Jors A. Causo. P E. �Snbirtftted fill der -N-0. 4 No. 11- conw5ite nlafenA RiLmid';Xlite FIVC, Tan(Non-white) Rigid PVC'andBrowu coated (Paw=iedot Luu=ted.) white R=dP%-C to be 21 t Uniforin Stati Axr Pre,: -,iire Te-,,. pn FBC. TA� 202 -04 iStibniftted under _V0.4 Xo. 11-010' 1 0-1) z labeled per refierencedNOA*-, requ;iremernis, 3) Water Resiita: o-e Test. per FBC . TAS 21(92-k)4 oi� I Air Infiltration Test. per FBC. TAS 202-94 S rqort; 8 N "otice of Acceptance No. 14-0916. 11 w-sued to Ktmxav America.. Inc- for their 3. Epevioperabledoors must cornplywith mzu clear widthof bet iremen as a ph able ght pet FBC requ t, p c 4) Large Missile :mpac I Test per FB('. TAS 20 1 -94 1") �Tnjfonjj $t.It c Air Pressure Test. per FB(-'. TAS 202-94 (Clear and 11"hite) Interlaver". expiring on OT-041.1 S. 4. Pocket walls under separatesplxcrval- to be reviewed by Builditie offictal 5, Cvchc 'V�'md I 7es�aife LoaO mg m FBC . TAS 203-P4 3) Water Resistance Test. pei F`BC - TAS -10-1-94 9. Notice of Acceptance No. 16-1117.01 issuet�l to Kwaray Ainema. Inc, for their L.A.BELING: Each unit --.hall bear a permanent label with the inamthcruter's name or logo. ctrv. state and series and 6) F orced Enm 'esi. per F BC - TA S 4) Large Missile Iri4xict Te!�t per FBC- TAS --01-94 Iln-aclear. Clear and Color PA-B laterlayers, expinrig on 07'08.,M following statenm2: "Mumi-Dade Cousity Prodw t Control Appi-oved". noted herein. along wit h niuked-up dn, wirlss and iaqalbri on d iagram of -mvl �, lid ing s! lass d ocm. prepared i) C yclic Wind Pressure Load mg per FBC'. TA S 2103-94 W RE'NENVA,L of this NOA shall be cowidered after a mme-a-al application has beea filed and there has been cc by Fenestration Testing L ib- fur-, T -st Report No. iTL 8_54'_ d-ated 112�,0'4 " I i sizoned a�l 6) F o-rced Entry Te st. per FBC'. TAS 202-54 IF. STATENIENTS change in the apphcable building code sesrau-mly affecting the perr-amance ofthis product sealed by Idaln�s Ortega. P E_ Jje- report revised on 02 15 1415) -)A�r TIAS along with marked -up drawings and Insta Ilation diamn of %imi sliding glass door. prepared L Statement letter of conforniance with FBC -51k Edition (2014) and FBC-61h Edition TERXW�ATION of this NOA will occur after the expiration date or if thete has been a revision or clsange in the 4- Test report on I Infiltzatto-_ Te-sq. per FBC. 2102-94 by renestration Testuig Lab� Inc. Test Report No- FIL 6337 (,,iniples A-1 thru A-5). dated (201"). usued by nunufacturer. dated M141 7, signed & sealed by Lymn Nliller. P_E� matenals. use. and:'or nianufam"of the pro4uctoi pfocess Misuse of thL, NIOA a5 an e adorsernent of any product. Lruiforni Stan, Air Pressure Test, per FBC TA S -1 _21 -0 -1 1 06 10. itgned uid �ealed by Jiorge A. Causo. P. E. i'Snbinifted underN0.4 _V0. H- Statement letter of no financial interest. dated 04! 19, 17. issited by i:�Actvsef, signed for sales. a,+verfisiae or airy otherpurpc-FesshAll autonsitic ally terminate this NOA. Failure to coniphrwith any 3)'Vk'ater Re-sistwxe Test. per FBC- TAS 20244 010,00) &sealed by L�mn Nfillef- P-E. sec tion of this Mistmll be c auge, f'or tennnw&on and teim,,-al of"NOA 4) Lafge Nfissde inVact Ttst per FBC. T--kS '101-94 3. Letter of lab compliance. pan of the above test reports. -ADVERTISE-ME'NT. The NOArrunber preceded by the wortis Mistni-Dade Cokinm� Florida and followed bv th e Cyclic Wind Ine-isure Loaduig per FBC_ TAS 203-94 C AL( I'LATIONS 4. REK Test Proposal No. 17-0387. dated 05 -05,17. signed by Ishaq Chanda, RE� expiration date may be displa-w-d in ad,,wusinz literature. lfanyportionoftheNOAv�d Inved. ttenit shall be forced Flarv"-est, FBC_ T_kS -10-1-94 1 Anchor verificatiou calcuL-vions and structural aaalvsis. complying with FBC-2014, done in it. entireltv, along w ith niarked-up drawings and ialA-all;ation diagram ot 1,myl sbding g7lass door- pf epared I- - - gned and sealed by prqxued by PGT. d at ed 1 "0915 and last revised on 02 1,;, 16. �ij G. OTHER INSPEC71ON: A copy of this eratireNO-A shall be provided to the user by the manufacmier or its &stnbuiors and fb4- 5. igne and bv Fenestration Testiniz Lab- Inc.. T -st ReponNo Fns5u. dated I i - 5a_ d Authony L ]NEllei, P E �Snbntitted urnler.N"0.4 No, 1. Notice of Acceptance No. 15-1210.01. Lssued toPGT Industries. for their Series shall be available for in-Vection at thejob stre at the request of the Builduig Official. sealed bv Idalnus Orrega- P E. jes report re�l bled on 0 1 04c, 16 wid 02r, 11 � 16) ('-,lazing complies 1xith AST"NIE- 1 300-,09� Vinyl Sfiding Glass Door (Reinforced) - L.N11-'. expiring on 04!14 21 This NOA revises JP. renewsNOA;!i'20-0429.05 and consi-sts of this -page 1 and evidencepages E- L E-2. EJ E-4. E-5.& E-6 as srell as approval document mentioned abcf%v- The suttwited documentationwas reviewed by Ishaq L Clo nda. P1. khaq I. Chan&i, P.E. Lhaq 1. C'h.i kda. P.E. Ishaq L C-handa, P.E. Product Control Uzut,;ui*r-ri,,or ProductConaol Unit $up*rrisor Product Control Unit Sup*rrisor �VOA No. '.1 1 -0.1 0 r* �0 I NOA _No� NOA.No. 21-02,0;.O� NOA N0.21-020.9.03 ExplyationDate- April,14.20.26 Expiration Date; -April 14. :6:6 Expirafionl)att: April 14.1026 Expiration Dato: April 14,202.6 Approval .1 Appro-.alaate; \Larch :-,. NZI Approval Datt: Nlarch S, 'ZON 21 APPVOT2 DAW '.%j2t1Ch Zii, !0. Paz# I E-1 E E -3 PGTIndustrim Inc. CGI Wiudowsaud Doors. lnc� PGT Industries. Inc. -NOTICE OF ACCEPTANk E: EVIDENCE SUBMITTED NOTIC E OF A( CEPTA-'\ CE: EVIDEN( f SUBNUTTED N QTK E OF A( EPTAN( E: EVIODEN( E St-BX[ITTE 2. Eildence Submitted under preilous submittal E. '-\L-kTERLkLCERTfflCATIONSi,coticiilue) 3, N ew E%ideuce Submimed anex Pan Super Spacer -Staud� � i d cou4)1yjn2 %virh AST-\ I C IS 1hennal Cond tic t ivity _A� DRAX%T�GS 0.881 3TU-in, hr.-ft*--zF. AST"N'T F 1'\40 WVTR-Pa�.�. A�-T"_\! D3985 Ov..12ea-Pais. AST"-\-! E A. DRAXI-r�GS Jul. 1. Drawiniz No. ITED-5570.0 RevB. tifled'-V-inyl Sliding Gbics DoorN0A sheets 1. Dra. %vttw No- _11D;�70.0 Rev R titied -Vinvl Shdinz Glass DoorNOA (I -MY. sheets I 1 through'-' I of 2 1. prepared by amufactum. dated I 0�1051 5 and last mised or, 04 1-1,20. by A L,.mn Nfille:. P.E. 6. Quanex Part 12uraseal cowwlyin2 �,vith ASTIM C 5 1 S Tlie=tl C'onducti'Vity BTU -in through -11 of _` 1, prepared by ti uficturrr� dated 10 05 15 and last m-ased on 02 �,01 .2 1. signed and sealed - simed and staled bv A- Lyrin NfilleT. RE. hr--ft-'-�F_ ASTXM F 1249 kX-vTT ASTNI D 1434 Argon Peniieance-Pasi_ ASTM E Note: This revision C011SI,Sti replacenrut ofsame exist= in.,stallatiou screw vivith flat head J B. TESTS 2189 IG Durabiliv,17-No Fog. -"ST-M E �46 De-x Point DevelckFmeni -200F 111 48 hrs. I., Test repoits on: 1) Air Infiltration Test. per FBC, TAS 202-94 (Subutitird anderNO.4,Vo. 15-0 09-05)., Inc virtuai Review Assist. In I .�) Utdom Static Air Pressure Test, Loading per FBC TAS 202-94 Vision F_xtrusicins- Ltd- Parts conpl-Ving with PVC-AA_\L-k 303-13- Voluritary Specification B . TESTS 1. None Nan Review comptet-d and approved, ?In 3) Water Re-c4stance Test- per FBC. TAS 20_�-94 for Rigid Poh-.inlll Chloride TV --l- E.-Ntenor Prof ile� f of Visiclrl F_xmisious. L, td - A7EX- I by tiance with the 2020 FBC 4) Lzge Nfissile I aVact Test per FB C.. TAS 201-94 AXNLA Fenestration Exterior Pro ile C'evLficatiOn Progran-L i8ribinitted underNO-4 No. 15- 101 comp hv Debra Anne Kjahr PX2390 5) Cyclic Wind Pressure Load ing per FBC - TA S _203 -94 009. 95) CALC ULATIONS E I along with marked -up dm ings and installation diagain of all PGT Industries. Inc. S. Vision F_xtrus 1_011s� IL id Pali s com - ly-mg %vil h PVC - AA-1K. A 3 C) 3 - 1.3 L None representative units listed below and tested to qwh�., Dowsil -91 and Dowsil 98.1 salicor-es. t8nbm 11Ted under.Y0.4 Yo. 15- 0- 09, 03) _ALn_Y prepared by Fenestration Testing Laboratory Inc.. Test Reports No.- . 1� . 9 PVC� -AAN[A 303-13, Volunian ' pecifficatiou for Rigid Por, ui-,. ! Chloride ��PVC , Exterior D. Qt A S_StT,,_-kN( F FTL-780', PGT PW-5520 PVC Fixed W-intiow (unit 6 in proposal), dated 0-0-03-14 7, Profiles for Vision ExinisLons. --tal-A-EX-1 hy AANL-k Fenestntion Extenof Profile I Manii-Dade Depannient of Regulatory and Econonuc Resource,, (RER� C_ U) FTL 20-210).1. PGT SGD780.A1unumxm Slidiag Glass Door (unit in proposal) FTL-20- Prograin- 2107.21, PGT CA740 Abxm Outswing Casement W*indow (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No 18-121-.14 Bsued to Ener2i Feneitration Solvtwn� TTSA. Inc for E _NL-kTERL-kL (_ ERTIFIC ATIONS 2107.3. PGT P117620A Alutinnurn Fixed Waidow (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 -K light shade iaon-whi(e) 11'lnu, Rigid PIC Exteriol Esmusions for I Notice of.-kcceptance No 19-0305.02 issued to Kw aj av Anwrica, Inc. for their > PGT PW7620AAhinunum Fixed Window (umi 10 in proposal) dated 07 13 ) 20. all signed Windows and Doors*'. expirmg c 02 04 21 "Trosifolt 1-1tracle.u. Cleat. and ( olor PX*B GLass Intertavers"_ e.VirIng on 07 08.-24- 0 and sealed b,,- Idalaiis Orteea. P 1 11 Notice of Acceptance No 1"12-',02 Essued to Enerp Feueirnt ion Soh:t ion- Tk_`_�,A. Inc, *:of 2 'Notice of Acceptance -No 1-41808.0' . issued to Kwaray America. Inc. for rli�ir their sertes -White Rigid PVC E7 retior L mi-mions foi NA-Mid0% i and Doori_ , expiring on -Stntii-Gla4 K lear and XVInte) Glass Iuterlavfri� exp= g on OT04,23 > 0- C. CALCULATIONS It FB 022823 3 Notice'of Acceptance'No 18-1106.10 issued to VU4011 F_vnr:=� s Lin�ited for th&'"Brown 0 0_ < L Anchor verification calculations and s;trucaral anah-sLs. complying with 12 'Notice of Acceptance No 210020 �.03 Iss'lled to -Energ., Fenti-mition S_ojuti�-,L LTSA. Inc "Or C oared tPaint" oi Laminated) White Rig*1 PVC Exterior Exrvusions foi- Windows Edition (210210). dated 04,22"20. prepared -by ii=ufacturff. signed and sealed by their --Bronze & light shade c. p coated X% hite ki,,Ttd PVC Eyreiioi Extruskas foi at n d D o o i c-.% p if= 0 a 0 9 3 0 2 ,kntbonvLNmnN1Wer. RE Windoivvsand Doors"- expU'M'2 c, 04 !A- 4 Notice oflAccept.trice No 18-1106.11 issued to Vtsion Extrusiows Limited for their seties 0 :3 2. Glazing'complies. with ASTME1300-04.-09. -12 and -16. -N-r 11000 Tan 202 and ligh(er shades (Nou,-White) Rigid Cellular PVC Exterior _0 D. QU,.A.LM- ASS!L7&k_NC-E F. STATEMENTS -21), Exn-irziou- foi Windows and Doors"-- expiring on 122,32) 1. 0 Miami -Dade Department of Regulaton, and Econornic Resmirces (RER). 1. Statement letter of confortruacc to FBC ""I" ]Edition t 2020), dated 04 22 issued by manufacturer. sizzied and sealed t , Anlhowv L-mBNlillei. P F. F. �TATE'MENTS E. 1LATERLAL CERTIFIC ATIONS 2. Statenient letiff Of DO financial L AMST and Of indepeaijeur� issued _0v nuatifactilrer dated I Statenwar, aletten of coufforruance to FBC "I Edidon (.2020)� dated 01�01 21. issued by 1. Notice ofAccepmceNo. 19-030Z9.02 tssaed toKuraray Americi. Inc. fortheir 04 � 18 -10, sl2ned and sealed by -A-thonv Lvnu -Miller. P E manufacrufff, sizued and sealed by Anthow; D=Nliller. P.E. Cf) -Trosifott Uln-aclear. Clear. and Color PA-B Glass Interlavers"_ expiring on 3� Privite Lzbeliner Agreement do�unxnt betweeti PGT dated 03,3015 and signed by all Private Labelui,v Aprem, ent dated 03'08.,21 betweeti PGT Indmithes. Inc. and CGI 07 -0&24. involved parties. Windom-.- and 600n Inc , �Izned bv Den M. Ruark- P.E.. V-P. Encyineering. on behalf of 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America. Inc. for their -SentryGlai coliipziie� 9 (( lear aud NAlite) Ghiss Intertai'vers expmg on 07-04`23- G. OTHIRS 3- Notice of Acceptance No- 18-1106.10 issued to Vision Extrusioas Lautted for their '-Brown 1. This NOA revises NOA= 17-04 2 0.06 PVT w CGI) and updates to FB(: 2020 t Edition). G. 01 HERS Coated (Painted or Laminated) NN-hite Rigid PVC Exterior Extrusions eM.xnng 04-21 '21 1 Thvs NOA i evises & renews NOAz 20 -04!9.04 �?Lk w C*Gli. expiring 04 14,26, for Windows and Doors". expiring on 09 -30,24. RER Test proposals '19-1155 dated 1 1020 approved by Ishaq I C'hLandj_ P E. expirmg 2. The current assoc iated PLA C GI file ;:21-0205.01. expuing, 04,14 26. Cz 4. Notice of Acceptance No. 18-110,611 issued to Vision Extrusimis Luiiited for ther 04 14,2 1. series VE 1000 Tan 202 and lighter shades C\ on-X%'hite) Rigid C ellular PVC LLJ Exterior Extmsious for 11-mdows and Doors'". expmng on 1229`2 1 < Lhaq 1, chautla. YE- Ishaq I Chanda. P.E. Lha q I. C haut:13. P.E Product Control I*nit -impitni-or Product Control CuLit Suptrti:or z �'D Product Control Unit $upervi- r NOA No. :1-AZ09.01 NOA N-o. 21-0101C.03 < NOA No. 21-0.206.03 Expiration Date- April 14.!0.'6 Expiration Datt- Aprd 14..'0:6 ExpirationDaw: April 14,2.016 Approval Date, Nfarch 24, .9:1 Approvall)at*�_Sfarch 2S.N.21 _j Approva I Dat*: Slarch 2;, Z02 I E - S' -6 E4 SHEET I NO. March 6, 2023 PA 1.4 II It 11 1111 1' I I I II I I I I 1 11 1 Cl) > MIAMI-iDiADE MIAMI-DADE COt iNTY (3) 0_ 0 0 EM PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 5_ -0 n DEPARTMENT OF RFGULATORY AND ECONOMIC RESOURCES (RER) 1180 SW 26 StreeL, Rown 208 I BOARD AND CODE ADMfNJSTRATION DIVISION Miami. Horida 3_3175-2474 Tf.7X6)315-259C F(7,96)IIi-259�) NOTICE OF ACCEPTAN( E: EVIDENCE SUB.NUTTFo NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - En (3) V) -t-- -M NOTICE OF ACCEPTANCE (!�llil %vw%%. in iam idade.ginlueml %, Cn W 1. EVIDENCE SUBMITTED UNDEI, PREVIOUS APPR,Okl�AL 903-0605.04 3, EVIDENCE SUBMITTED U _NDER PREVIOUS APPROVAL 9 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = o Cast-Cretc USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 _0 Seffner, Florida 33584 1. Drmvirk4 No. FD4612, titled "Pr cast and Prestre,.Ned I iidel Details ",sheel I Driiii-ing No FD46 I'. iitled "Precaw and Prestressed Liniei Details ", sheet I o f L Drawinl FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of C> I.PrCpured h-v Craig, Parrino, P E, dated Alarc-li 24, 2003and DrowittgNo - 1. dated 03/24/03 and DraivingNo. LT4612, titled "Cast-C'rete 4 ", 6" & 12 M > -0 SCOPE: "Cast�Crele 4", 6"ck, 1_71 'Ltnwl'gtile Lrad Tables". k-heet, I dirough 3 ol preperred bY LT4612. ittled "Cust-Crele 4 '', Cr" d, 12 " LintelSqfe Load lables",sheets I LintelSalk Load Tables", sheets I through 3 (?/ 3, lost revision dated 06,172/14, all 0 k- (D This NOA is tieing issued under the applicable rules and regulations govcrninu� the use of construletion materials. Crtu�g Parrino, P.E. dated Akirc , 241 2003, last revision 41 ClUle i 1 11 r � 12 S , 2 0 .3 b i , t h through 3 o/ 3,17rtl;ialred bv Cru�i� Parrine), 1'. E.. dated March 24, 2003, last prepared, signed and sealed by Craig Purrino, P1, on 08/19/14, 0- 0- The documentation submitted has been reviewed and accepted by Miami-Dadc County RER- Product Control dranvings signed and sealed hv (_ wig Parrino, P. E revi.% ion daledAfarch 11, R,08, all signed and sealed b Craig Parrino, P E., on C/) Section to be used inl`vliami Dade County and other areas where alto -wed hl�y the Authority flaving Jurisdiction B. TESTS March 22. 20 1 B. TESTS (AFIJ). This NOA shall not be valid after the expiration date stated below. The Nliarrii-Dadc County Product Control 1. Test rclwrt on flexural testing (», 4 -, 6"&- 12 " Precast Concrete Lintel.i Filledand 'nfified.tfodels, tofal q/ (13) (oicretc hnielsplecirliens, 1vrA_s;T1lE-.529-94, pr(Vwred B. TESTS 1. Alone, C. CALCULATIONS Section (in Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to have i�y.4pplied Research Laboratorl; N, Report V0 30411411. dezied 04/1 0,l`03, si�wed and 1. one. this tested for If this fails to the b_v Christopher,+ Hanion P.F. L Calculations fior Cast Crete Lintels, dotted 0811912014, ln�ges 14,201 through 14,236, product or material quality assurance purposes. product or material perform in staled C. CALCULATIONS prepared bY Craig Parrino, Pr h stzned and sealed by Craig Parrino, RE, accepted manner, the manufacturer will incur the expense of such testing and the AFIJ 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 Miami -Dade County Product Control Section that this product or material C. CALCULATIONS 1. (CaiculanOnsfi)r Ca_�t-Crete Lint, Is, daled 05/29,03- 207pa9cs, prepared b.i Crai�z *rm�� 1. Yone. IT 1). QUALITY ASS IRANCE D. QUALITY ASSURANCE ❑ L ByMiumiDade 'otent) Department qf Regulaion� and Economic Resaurc -es (RER). fails to meet the requirements of the applicable building code. I Porrino. P. F Parrino, P F.., signed and scalet' 1) , fairs. 1� Bi Ihanri-Dade Count Del)w-tweni of Permiltitkg, Environenctit, and Regyulator.),�,4f 2. CalculaiionS for C�t-Creie Litil, [S- dated 05,�29'03, 1401. wges, pr,�Puwed hv ("t-crig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E. siganedandsealeti hIv (raig Awrino, P E E. MATERIAL CERTIFICATIONS I None. Zone of the Florida Building Code. DESCRIPTION: {Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: None. F. OTHER 1. 011alit 1. Letter Casir-Cref USA, Inc., dated 08119/2014. by Craig APPROVAL DOCUMENT: Drawing No, FD4612. Well "Precast and Prestressed Lintel Details". sheet I of 1. - F. OTHER It oni e signed and sealed pre by Craig Parrino. P-E.. dated March 24, 2003 and Drawing No. LT46 122, titled "Cast -Crete 4'-. 6" & 12" Letler.frora Cast -Crete Corporation dated P'ehruary 03, 2612, signed anti sealed Parrino, P. F.. cerf�&ing compliance with tht, Florida Building Code, 2014 Edition, -pared Lintel Safe Load Tables", sheets I throu _W gh 3 of 3, prepared by Craig Parrino, P.E., dated March 24,2003, last 011alitySvoein Xfanl, llfi�r Prc.�trcsscd Products daled 2,002, hv Craig Parrino, 11 E, cerlifjlina compliance with the 1, -lorida Building Code, 2010 revision dated June 1), 2014, all signed and sealed by Craig Parrino. P.E., on January 22,20143, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration ""I4 2, EVIDENCE SUBMITTED UNDEF IREN101 S APPROVAL 08-0320.09 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 17-0821,18 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. FNIDENC E SUBMITTED t.NDER PREVIOUS APPROVAL it 13-0321.07 1, None- MISSYLE WPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No TL)4612, filled 'T etwst and llr"tresm�d Lilac'! Details", shcvt I of 1, A. DItAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the tMiarrii-Dade prepured by Craig Parrino, P. E, late 242003 wul D/wiving NO, L T4012, till"'i ". Liwel ", I 'Vone B. TESTS Count), logo. "Cast-Crele -1 6" 4, 12 '�ife Load Tahle�s I through.) of"), Prelpared tqT Crang Parrino, P F., dated !larch '4, 2903, last revision dated Afarch 11, 2908, B. LF's-l's L A"one. W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno C. CALCULATIONS change in the applicable building code negatively atTecting the performance of this product B. TESTS 1. Alone- L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cliange in the materals, use, and/or manufacture of tire product or process. Misuse of this NOA as an endorsernent of any C. CALCULATIONS I "Vone, D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS RegiiiiitonlaiidFco�tomicResotirce,�(RF-R) mi any section of this NOA shall be cause for termination aril removal of NOA. 1, None, D. QUALITN" ASSI_�R.lXNCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc Couriv . Florida. and followed by D. QUALITVASSUIUXNCE 1 81, lkhalw-Padc Cfjunt�V Department of'Regulciiorvand E, wiomic Re,�ources (RER.) 1. N-one. the expiration dale may be displayed in advertising literature. It" any portion of the NOA is displayed, then it shall I BY, Mialllni-Dtide Couw.v Buildiny ode Cornp, hasice Officv. be done in its entirety- E. NIATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by (lie manufacturer or its distributors and E MATERIAL CERTIFICATIONS 1. N"one, I Contl)liance Leiter with the Florida Building Code, 20 1 / Edition, issued bY Cast - shall be available for inspection at the job site at the request of the Building Official, 1, Crete Inc.. dated 0&,0&/l 7 -rino, P. h,'� signed & sealed by Craig Pai This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-I, E-2. E-3, E-4 and E-5 well document ILL as as approval mentioned above.Malta,,, ,ililiwy A. Maka., P.E., M.S. Alelniv, A. Makar, P.E., M.S. cIllelmy A. Maka M& r , The submitted documentation was reviewed by Hellmy A. Mahar, P.E., M.S. Prodvct ("outrol Section Supervisor Pro(in't-t Control Section Supervisor Product Control Section Supervisor A-1 I NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 IIIIIE COUNTJ Expiration Date: 09/11/2023 Expiration Date- 091 11/201-3 Expiration Date: 09/11/2023 Expiration Date: 0911112023 Approval Date: 08/27012020 ApprovalDate: R 020 Approval Date: 08/20/2020 Approval Date: O&W-1020 rr Page I F - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNH,rrFD NOTICE OF ACCEPTAN( E: ENJI)ENCE, SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NENNI' EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. A"one R. TESTS B. TESTS 1. None. C. CALCULATIONS C. CALCULATIONS L None. I \'one JUL D. QUALITY ASSURANCE 1. BY Mianri-Dade C unty Delartment o"Reglaton, and b cononzic Resources (RER). D. QUALITY ASSURANCE 1, Bv Alianti-Dade Couniv Deliaril ti q'Pevvulaiury and Fct)noinic Rc.wurces tRER) F7_ E. MATERIAL CERTIFICATIONS F. MATERIAL CERTIFIC'ATIONS 1. None. J. N"one. (3) F. OTHER 1. Compliance Letter with the Elorida Building Code, 2017 E-dition, issued ky Cast F. OTHER 1. Compliance Leiter ivith the Flwida Building COde. 1017 Edition, isma!lbv C si- a Virtual Review Assist, Inc. comp eted and approve, Mans Review th Edition FBC 7 Crete t)l'S.4, Inc.. dated 08/08,,'] 7, sigmed & sealed b.1V Craig Parrino, P. E. I Crete USA, Inc., daied O&M�! 7 Ag-ned A.- .1c u/cd h1v ( raig Parrina 11, P" corlIpl,anc, with the 202g for by Debra �.Ilne �Iahf PY,2360 Cif 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 a ContrViance Letter with the Fr )ridu Buildin., Code, 2020 Edillon, issued b-i'l Cast- Crete IISA, Ilia., aaled 06 5/11/1), signed & Nculed lei, Craig Parrina A E- Cz > A. DRAWINGS 0 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I olf > C�L 1, prel)a red by Craig Parrino, P. E., dated March 24, 2003 and Droving NO. LT4612, titled "Cast -Crete rele 4 ", 6" & 12 " Lintel SqP Lol Tables", sheets 1 0 through 3 o0, 1,repared by Craig Parrino, R E., dated March 24, 2003, lavi revision dated June 12, 2014, all signed and sealed by Craig Parrino, 1. E., on 0 January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. U) cz D. QUALITY ASSURANCE co L ByXfiami-Dade County Department ref Regulatory and E-conomic Resources (RER>I. E. MATERIAL CERTIFICATIONS < 1. None. -0 O_ F. OTHER 1, Article of (.70myrsion.,lar a name change. Cz UJ C_ omelmy A. Makar, P.E.. M.S. lielmy A. Mall P.C., M.S. < (D Product Control Section Supervisor Frfoduct Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Exi iration Data; (0111 /2023 ,P F�xprration Dale: 09f] 1/2023 Approval Date: 08,120/2020 Approval [)ale: 08120/7020 E-4 E-5 a - SHEET N0. 1 March 6, 2023 1 PA 1.5 rZ=�-r- 1 I/5 L1 ECO uNc""N S LLIT TESTING fl ENGINIESAIND M CO PANY -- --- —.... - — - _ _,.__,...._... - - --._ WATTFs'R A, TILLIT, J[t., P.E - aihcaar&ai.�cm ..' P.C. LAxMR I. — FL C A L., %I. WiL•-ly PRODUCT_EVALUAM.N REPORT REPORT NO,: 20-0728.01 DATE: July 28, 2020 PRODUCTCATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P_rolectlIoJiProlAtcts II 4800 S.W. 51 Street Davie, Flonda33314 1._PURPO-K OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tiliit, Jr_, R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method 10 of the Florida Department of Business and Professional i feu ono! Regulation. This product is 5eIrig is sued an Evaluation Report ort as descri bed herein, and has been verified for compliance in with p ice accordance trio 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2.EVIDENCE $V9VLTTED: a.t. PROOUCT_EYALUATION DOCUMENT (P,t:J?,); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A. Tlllil, Jr., P.E.; dated 07/28/2020. This drawing is an integral part141�8,16 Evaluation Report. e.m.I,pi A. TrAl /� w/i, -.> V:` , N©I 44167 - 'E * k --s mow; 1. 1.. �t�'I E\' 6355 N.W. 3bth Street. Suite 305, Miami, Florida As 166 - PNunc: (305)8 f 1-1530 - ph,r,,`(M , ii ,,Zbl 1 III PQ-IEi1vsL4dT.ii?^?BFtd '1 +cT ? >zalnr 22--T_EST REPORTS: Large missile le impact and fatigue lo ad tests were performed under Protocols TAS 201,203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing, Inn , reports # 96-569 dated 08109IIi 996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina_ P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 041161998 and # 2126 dated 10rO511998 witnessed by Gilbert Diamond, P.E and Report Ne 0219.01-09 dated March 4, 2009. signed and sealed by Edmundo Lan aospada. P E and Henry Hattem, P.E- TenrAle test report No. ;F,aMA-19' uy QC Metallurgical, Inc„ dated March =1 3. 2009, signed and sealed by Frank Grate P-E 2-ter _STRUCTURAL ENGINEERING CALCULATIQNS; On 20 Gage Galvanized Steel Storm PnnF( for maximum panel l9rigth lie. design wind load, as welt as maximum ancnor spacing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with sWion 1616 of the Flonda Building Code. Calculations prepared by Tilteco. Inc.. dated 1 V03,108 and 03112115, signed and sealed by Waiter A. Tilsit, Jr., P E. 3_MJ=LE IMPACT REStSTANCE- Large missile impact under section 1626 of She Florida Building Code. as per TAS 201 Protocol 4. WIND LOADS RESISTANCE; NCE: 20 Gage Ga vanizedSt el Storm Panel has been verif ied to sustain wind pressures. Maximum panel I>�sgth shall be as Indicated on sheets 8, 10, 14, 15, 16 19 5 and 26 of 26 of u . Product Evaluation 2 � .lotion a Document P E.D.' .drawl ! ) n9 Na 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, •17, 18. 19, 20 25 and 26 WI of Product Evaluation Docunie:A ("PE-D.), drawings No. 20.176. 5♦ INSTALlATHM;. Installation shall be performed stricily in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8. 14, 16, 25 and 26 of 26 of Prod,tcf Evaluation Document (P.E.D.), drawing No. 20-176. ,A�a"AIttnIIINIF o ..1 _____RG. 441 D7 s *' ;1- : * r -c STATE OF :.� s �r L _ ,, ai I- aPF S" M A "Ail T Ll-C It PANELS ST'JCCU _R IWOIAL' ill"DS RE FFF)NU In, y1 GENERAL NOTES: &AQE Faye 2LAM AIM1115122 ZER SIDI&I PA11" CA15TIK eLL. ANC1+0rLy 941I RE LONG EWT'XiA.. ,D RLAD, TNk WW STRJCTORE RFMND 51_1CM PANLtS A e • A, LUT"cr4 rcwry AEhi Ill + '" ED 7 +A`, BIYN vER1rNiC rgyR rtRnf7.ur,�C 4L HOnAGC 3M..L BE AS MENT NED N 8 1 i AIXP IN R 2) ,4.s'0p0Ay,p,'E W M� ryO",�21n�EL4 T,O"} I':,V T„tF Ft DP4YEM 6UIELANG OO i,A- ii y A C Fj,MTMC *QUJ 'IFIN.-SP1r.4FK_'e?� IT, ]- r "23S kM_- DESIfi+ MW &. Oki Rio I &E F U]V3°• �vu.tl. rX THE N@IPUE ili?+tr LOCI',. E N'kk"P A5 � SIN 1 1#Y tAPK:CKi MKW*+:'dk' AS ,I,LA411F AG i•i RYTi 8T' 11 W BJLOE_',. XIC - - F^ A T'" N FLI l A r 0 .R �'€ET a.`t a5` 1 IO wOlANT) 1 � TNf .r W4Si1 1/ MES! SM F. i will or Ail ETI wn3 n PAr,El-MAT" r' C'. 0 AND AMiNA �.I ANr. k'.4 MK.-.N+G _KP P! Ei. '; ,L,4 k":"`M V-TC 1 4 CIA. TC �[ IA _ TFRE DR K T .,i-4. FrIR A OaicEc*rCn+au_7r oral; rTiR ks.D B�. ooti.IhlG' .,3CE 1 eE :won iau7 �+,rcFe T w'.tiwuM TAS e�) A W Ar" L -. "..,tiREMS PI N L,S JEwl T'wAsuw RAT'4445 INCMCAI[m ov SfMEt's 7 7w.l I,i 1+, 5, 16 12 & YET 111'6 ",s,�:fr-N C+;AS 6 5PFl1N r,:t. / 5/A• ilr i,Xl O)fIalfo w: V1SIf4aLrCD W` MI F"N, IN OPOF'P m vf`R` YIiE A&MI C:ONN Ir2N, I rMA11. DEVAOIN WIND CCIAM Dr"Nit"iC0 "A A L I - IA r. I, N6b41WIW 1101EAD{D ofNi",:irtMOK;In IWI3 AWN Cif TAP);!,+ AraYKAS 3l-x tf I 1/ ANC 7- 1M ELO) l'.0 P:-ems 9 i ,� I IN ., COMPANE RM' DY:InGN rF'NFSSJW ARMTOkfS ,MATE AN114I IIINALF ,In _ III VAX 4A Ui Ndl 'ATM 9 IL, 1;. Is, 16 '9 4 'JILT -:) :.,M `IXEN)E9 0""_W.79ATK)N GO LAC, '.U", 40ii " INI MANIC LAW 5rAL,. III. I •2' NU t"PEA.I IN CINI 10 N_WY TW ApaLr,I7i F4. I;.01 hAS $1C0 As it:y'TM WEXTE pKgr Vi" _,iKSRD. A !A 0K#u,,SE M VLOWANI( ;{3gfAJRKh' oily `-ilperlo 4NM_ nO tIIflj Vfl'Ep A, poll' =1. TM( R7-;;,.4O:' TNPEADIr rrwr> A"JN STtM ro;, WIND ,ogr, WA5 LQL uM ti tMEIR AFIALI'sls rks%N T4s aT'ACLY,. to Wow I,16 IffN DETTaNFI F, .CCORiMFKE lam, Ida& 20i6 CY• N by F N NCE 'A Lu,G SLnOI 1N1f 1 S+ ) in:'G7 SiML_ W A �--TE= -N 1,' 7taAmNG 51,jQW Plihu"S AEI'LMiA� FOw FMAI mo, *I W-PIAKCE HAS BEEN '4lie S n4 ACri Ww<( w Il SECtrA 16:6 OC fHE AEIMIL MENTrOW-1) CODE AS Kit MIFFOCANE ENGINEEINING & TESTMG WE Re$.Y?rs 96-569. "b t.?0 & 96-T3U AND -4:1 Mtt6 AF FIENLTRATKAN or AVUC 9'1iHPAG SiIALF. RE 5/Ti' f?,• ♦ t_ rin k` uSe?: S Ill - '/?' :l.K,' tARI,A,UM FE*SnUrrN V; ,, LAS Ira; NEPORM 12032 tr /Z,26 AS PWOM$ '.AS -?Of. 11S-ZO7 AND rAs-703 Si•A,.a3 stuCtiO Cx6T All'J 1' WNIWM Too WaLS M'TM NO. 5;1 As *I AS A.ERI TEST LAB Of SULTT, FLORIDA REPORT 10`ZISMII-09, A5 PER TAS 20'. TAS 20: AND 20_SNALFC> �1 NCASE iSA1 :wCfA51 STONCORgRr�,EON - C, ^"OWOW 5 rYOTK E^�fA5 7 ALL A ,IWIWV , F "r+ 0 'K VA3-T6 A43UY AND TENPol tLLE'y5 piO,?� NNI NotE01 SEE SF[E' 2 NA._ AINICH04S Slilkl BE LOW. ENCi1L:N tU RITt,E SU9Fl S LIC fipa*V S C: aAIEES A*zilaRI sitiI Fe A, Khrv*RG IN r 11 r,i ,y A, T Au KUMINTI S�,: .LTAL tt5E0 A' u'TSL'AES ',HALL •LAVE 110=.1tW ALLOY. (LI) At04---_- �ML �_ INSTALLED-d_L!)WwG A, X lot srtuwtMLAT_ MK, S�_CKICATA/f5 ns 1Iq ANCMwc yA4uFM1ME+ , ALL 51M 9luc MI I-w-'s 514s .u`i 3 Ark 10w ?,IA,II �..gy-. A--. A_65i JTALTE % WNFAw. G-60 GA'-L'AAAI SELL ��YATC3'I W'J I `16 _ - RULL�i F 8 P:FE-� AlLW 01 ftliTALLM HOWUNTA. ,., :OLL,-i%I 4t'n--'rKLAT�. aEi,� Vtclill ,IN SCCnJN 1 ;MW :, '. - 10 I •FEELS- , ,AFTER Y.�'YF,�1 El# Er�PT 3.MI MEAOF.ts Qi A (Y. SMu NOt RE C'SEt) 5 A" SCK4 M SIX >TyNt_°SS $IIEL )OF OR 31t Ara SERIES CA Cl7RRT:r5 AESASTAW CIOlYED' CARBON 'STEEL AS PE"Y 9 n !}I/y.t DE tiq REgi3-SFRILrtY X Tit r.VNIRA.loll I- wm;y "It sUJAiNCSS of YHL $11NCT,_'Rf XOI 4A)T'fF If TO ill CAH SO'Jit W/ So - MID "IINGIH AND 94 I.. TENS'AE StF'IE)IGM & r,I.ALL COMPLY WI'-NQRitA suADIN. Cofer ArTINC11ED 70 MSUF4 (•ROPER ANEHIR,AGE 1H15 SM',Jr7EP sH,L, Dh1` 14 .:TFLNEo 11 Crlw*EIE Bir':R ON WI ."MI 1 SfC KillKillZ,13+ tRrILD,NGS Ii HOLIS III 9, LI A-337 MIAWEL STEEI-. did AM, J04 4RIE1i, S9AmWI.E55 NTILEL.. WII MB Mon MIIIAA,AI '"KIIt. 5110047H In r:IFt-w FYEDULAF 5T-A. Fi.&'L W1 I EM;'.IS 01AP A -B TB RCYIi:IF t) -A' AS IEr, 5EC'TroNS 6 A. a & 10 ANT A`rII,XFAirs.f,- SO,, 1/W, "W' Law ON v.En E A I/ YRESr(.E',IUjIL'1', ,HAl WAVI, A'EGIfLE AN', PIACILT "SAiliE NAR,IIII M,11"114.TWG MOXI OP-F7Mh ANTtT[IR5 Tr WALL SPtAti OF. A51:DIL1fJW'S "- 'SEI:I)RE FAWICS VM411 ILP`K .ARI.E RE'INFOkEWMI XAINK: PEIII •DF • FVNZAAIF WARN:hr. IAi 2 L;fAA. k__tCVr IS Ill srA."'.:AVI.A. &I 9101TER C'VWKI-°,FNt rl'l.�!, 4HKM REMAre. �C.WT A ;i'a 'L.NTA:, fli I, t,R: Arm AS i4LL'1.JFAC9VRLD 8r arA alrL"fY, AI i'b. ,'R_S`92 Rs.j 6Jd,kIi�rTT,' PC,'oFiTp,,CU* RtwN, INNO/RAJA INTPIw•,yoN /,. IF -Ai-ill AWSOR". A5 ME N' ANUFACTUIFEf TR�ROLT INC tW•N f' Y_-'X R.' ) - ,/t . , 3/, 5OUD-5C ANCMr.AS, AE OWFIN UICD BIT AMl P•E,AFI 'SMIN 110,10 & SP,II Cr, 12 s rJRR I,AND WSTF}_LAfrJN 4W L Cow" Wttl SPELT• „NY,MCA°iC IN r4F15 yFdARSNG PLI15 AN1 91-IIiICxtF AND iJNl- REGiI Attires (-W. ,_i;-AG Y) wA ) n 0 R1 114F 1URISrMCII1914 WI OERMa IS AFP-FED -O #1A-10 IFAWI M 17 FEMME ") & PANFIIAI "'L•.15 AWI.xiRS, AS VANUF CEURED II LLC I (y)IsM.f•',1I PRocly.,S 11 W tK'- PPL�KT EVALLMTIG.i DOC.Vt4T t I r, I r4Ei"AFI S' _,M L1tiT.�_. 1 `+IPI:f4EAN' L` r 35 wT °r+0'✓d,- N IFC-R4at1¢jt; � (1 ''r �31m per) tilR A STTE S�ECH-,r RRPKI`T, �e MKWC n,r <ftt CONCt'6X,= 1TE'+MTE rAGM !M[ ROE':, , !,•. '-Y TAn_r,CNI, ,NIM19R5. AS MW.WArIlWin R• 'RIfrfRP,luTX)AI (•r.M.'.'8 a- I III :D4 RACTCAT TG LRr WIVI ISLE FOR ' E SWCT1[NN PLON'. 1V AMC NTM..IoN WC,I[A.G ,Ff <- ?Y_ nr ins-311kcT 111 m,9ii6tll 0.0�CAw-"l _3 TAI'CON ANCW7R5 WI MAIM CONCTIETf sl. RE ',.- 7` NUN PA.,F1MAi1 ;, "F REF C- imR> Pf D. RRCAAO7_ LD •IE.ISIK D5 roar I[W'f' ra;.,, T,9 C^-NWT*k5 O-IMEO ON T,4 OOCUM ME IC ANC F•AFENALTE NLUS ABC t 1/4- FOP rL 11AP-0OW ANC.OR4 CIA-S-PUCTICh SAII, AT Se" et TIIL 1DMRAC'Of.'5 NcS�, 1S fit` A21 LAIK-RI & SIAID-SE'. ANCHORS S.IAU HE LMBEr'4)EO 7/8• NT- rMf P&AII r> iC`+E NG LMKOANNt NTD Lrl 4I RAGGKCT Elk..711%1 OCICIAK11 RA! at J]N5 1AFr ,M1::+ AP S`JCUJ sNALs RE-ERLRr7ED ,/.- .-20 r,IACXFS 111I 9MLL 8E - - ` , L M ' .O,N,I(AAD 5TL„1Q Er15- AY 9F I(AWIEAkT, SC .--McLAA£WS A/C 11EAD K, 1' MIINMJN FOR WALL, N I. N(l 31"I WIO M�D RI X- .1, PIE �Yr ,TN3ltC> INN, 6E PIT.-JMD AT A FLf_i�� -C-- 'z 0i ON FAQ•,1IC1 -r. f tint'-;�rj TLC - HI TAT), *w h-un ViGIN,-E£R ar FXCOPD (E t,R 1 FDR lK „O+ECI NAND :WA: w,, K ficjA Lf r,1R " INIDNI •-5F C TW AEO ,NnWEP OF PECOOD ACIRe- A$ A sWLEGATE2. FNGINCEP TO r4:_ A3• IN CUE 'hA- ^ EcW 5'TFL. PRE•"LSI I'QfKP ,! PANEfS „A'rVIII '71. C. CA Ac'_XI 20ARI RE ":I,1AU :- •I,. +F_1 -_`� A, YMLL 151jYl11n rJ ELMS LAIItR - -&Tr ",V }ryw VwpW1G4 .-N Fri" E" EYIII WiJ. all FLOon. A417 wti T.A4.I Elf L(M,G ENOUGH Tr; f(II £_# MINI sllcit 7vilt (g'YTI,,, 'y,'.• FAW-S AIt"P'NAi- '.rtALI W A: MEt,"TDNE'J ELM A 1) AND M .27 lei '.* E _Tt. 9iAT $iI 1.1, DATE ANC GR.IGNAL %Y SIGNA'I-tea -K 1" -Fri fiEKINAE [1 ,7 Rr W, ',A' RAE>AREO ,T '0_L l5T � ="Rf-t k=1_yKALL. AiTV L-:9v - 1,,,- • ..e. 'yYz+. ArtKST(jPs A:.. M.A4LV A:I:1 uAi:rtl Rx V } , Faltin.,1,. ELAN; , 4 11ABEl SHALT ilitW '.l"MLAiEp x R,tt"T •:TIC C 5"DAM 'LANT, MAN,,f,N - I/a' a 7,%A' GAc.K eW ANf`SN•'PS_, MABYIIrA,C1P VRfC B• LWIWALA INC { .f.�VJ(}0 R-. 1 S- A.tIONI R 1 ,I - ,t SIOIfl RE F'`W,EU1 r�U'F CRIS'NM I A11N SE-_ i'u T±9,4 I` R�>A p,:y oaa- _1E I I.,F i A„ tl!Y ,3PCNNuy LAIg IYG irl L'OMR , A11H `_i TAIA Bliss - YW / _. Ili' Al L 'FfC l '»T'AE"Aa, t,14 0 & SFEI-:Al ra' O.CI I-OP.ITA LlIkALDINIC, : mt 3L MN '-low G I u . /+d>� k-,1N€T3MlE zgwli 011 ANo rMa'LMA% Rin��S A).CP,D.14. A; NJZctiIgAIL6(,'li¢.r, Gil LLCO rhr.,Dlf, TK.N ..,.._.___._________1 _..�,. .__ _. CFNaLI*dr' S Ulu OIA T klf I,SE9 ) T,7 REAMMP-� Y,Mi'. r'V!"tTTGh LR(x m-M f.N r„-23', PILL,) IMFTI/TIF'" 1"RSI-F.4I -{E0rAILT>�{' \��,�4�„ L"'9'TAaN W SPATE G'F .,•,'�_� •,'- ... A_ J/tl`1��; 1/,• A'-#'AF- -P AAKICIIT+. 5 W."' :fUis6 Ill A, D II WItNP� 1-��1 - TAfi_,]R AN.NfYtS, 111 F0 "ANE1MATt3 AND CT )Aa--Him Aft[F IN'O !Ili C .. !• L•r • '�-{ FLrOPIOA SWIDING CODE ill h V0--it Nf-r 1"rs,NF Pao+• ( �, _L € 2D GAGE GALVANIZED STFEI STORY PANEL --.N ' -• N0. 4 7'r'tir `` ,F: FYRF e is '_ALA 8 3`ila_ ANCNOBS 5• FF DucD /8• fr LINITIG 5TLTi AVA I-.�vca :'- IInT- - t y.CtL NO L i - - - -- __- —.�_—� - t'- W4,I to SCRE rsr. lvr c" MNN L c T /� 11.11, PROTECTION PRODUCTS, LLC �TL�6 E FYI. AN'. :' WNMIIM f1A .44y$ Wr. L8; STVICG "-. SIN 't -- t� E C Q IlE[ "- •! '. p'r `<JR -> 4L- 1,. .�STYIG : �— --, -* �r� I_,IlY , � . sip.. .€r.'e,j "_ - `- ��:"" -�.• a,�,L zk_ - -- T,' INSTALLATION DETAILS FQ[2 REGULAR PAN J.a & JA I I ING �1I9-L_LD_CS,ZC_ P N R T R T C STRUCTUR L_ Qe_C4N�E __@L4__li--�5 avcraTf A4E A5 1➢.L n,•1 Gr isill i E'1 A.KIrA` I SLa SC O+ s•ET-*; a �AOIFw• m; 1 I I (SIX .MIL Ate"A(tRi (SIX SC11[9ML JI. - BNFLT3 a 1"6T1,'ri• 9 _ , m.2FT5 6 T•WLiA?F 9: - a ' . EK51ur„ +OVPfu _ CGFK'Pmfr REOUNRj' `, J � ...� x Im lIic4 A III. coil ' c_r I ISfi S:ND.4I bL 1 - CONLR, F PE.k.I,R{C E)4L„E 6 !w,IpkRil I) - - - ii , � - M 4 - - N„I --4 gal! �y AS_S '�-,F i I Ole - -- - A91 • l f:! I TjU• 1 1 -' I - - - L."P ::�J! I 1 1[9I ,{lit 6 l �. 1 A,A I ,- I FI C,.KIIIf1 2 I 'F '+I Eau�5rL4G I'MJF� ;Y l -- 1 E'' 1.• ,4I ! I p RCD,nALGi row i Et : `CAA, I 1 Co.60RETE REOLARE➢ I " G .':�n. i 3, E I I iJ V 1 dl C.•F�l d 'Y&pNV1r f to I mas v«r�,a.t r F.aN' aun N jg - N _1pN 5Rc e 4 I d � - F IET': 6 , _' rI lI 1_ t/r I. ' WW -. /" � .- �tw".iL i _ •:J w h.mN *"`p c"A 1 lI✓ tl Ma 3Y-T•mu { ^ 1r{.E�,i cast was ' - It F '• ' I I 'qyS i i V _, .f OiY� I 1 �- R I�e,s fFT.Aa•.v,---_.+I[� 1 � '' � - i� F 1sA6m - `I i , tC G 1 1 1 I 1 I g i 1 f� 1 ; 1- I f 1 j 1 R i - 1 i i G _ I 1 1 I � 1 I I 1 1 f I i i I i I a tr r � i 1 I 1 A 3 I FAX. J iI ; , a •.ra oc # �. s I i ( , 1 t5[.M Slta' • 3 I i � s Ef L.- I r&A" z'R.Se R 'A:STe,G 'O.AWE_G i.D t 1 /„ i r a Ill' oc LC - -(INCRETE (la - 1 {/I,G�M11 i i rr+1 I � r 1.61ING P(kK ii 1 I Fip'CJIEa'"•4�R'. LTr �-t..... 1 !. .a ,r ',0NCAETC OLOC,L 1 I- me e Y41'1 I CFJNCRETE ^J. _�N TE *L"-`_� I aDURFG i IIa 1,a-ac. r R�-_..2. RfaIr F. RfOF,i1LD = Tir - _, - yn• 11, •,' I EKYEFNo Pou"D - er , 1• M - r_x LA :n Y' 1 E . -"L-I clme,Rt-Tyr / �_ REDL-NRE.D ,I ,. _-, O ,,. I. IMxRI aI.1 - ¢', AFllI dr 6,`wl' 'C4.'. „ i„ r"`,raa_ I MKOER' AM;FIlm A I } a - -- rowla"" ./ ; No (•m�`,arv,. .II `. , ann c4Y4 E .0 ol,m ^:rcAM}R"IT McL-1a a.m & v oc Cl9NalE'R wFP'WS r« .u.. II _ V tl"iLT GHr (ilia$[ n I {sa 5o• IWIIF 9N e 5 _ ',. {s It scMD,lif � 5, 111i 11FM OLoN I 9.6'.arl 6 r} 9) Ill'Ts R T„r A, a4 -un a rlw1jI W) i CEILINIG AN6 tT 00jL A10UNTLNG S� SECTION 2 sc r 3/e_1' r✓LE 3/t-' sore zee-,• WALE :/e-,- I C I. E.D. - 0% DISTANCE a, I (_ `'� E )Sri SCMEDLRF :YAW -1�..., ma.litMr ' i _,J 1 1 S"Ecrs a & 2) x cAa i 4 a 6 ' I� •Tw/mr N,Or,,_Eyr ,� COMBt1+Aii[Ni Of-`yy,'TTOfiS Iy i ' i.11 Mt• I 4p'--I4 , tk`4Mr SRD a TOP & flOTTON W_1LINTII CAN B:� I P i+ltl 1 .1lITIIMN c^" I L• N5i L wFa� COMBINED IN ANY WAY TO SL1!T AN' I ' .x'� tE4t A T!( , INSTALLATION \t£Er1J, . rg k I F ` __ (High r 1 ExSwe PaIrAED r -.... CODE NI h Vedoclf Hcatr)car'T6 Zon. F AI 1 'LNG L0R10 aialL zl a"- NI r I C�nCAiE':E - x+x,' n +tin A.: - 7 I 'P E.D � t R G VANI '. �4 TOR PANEL 2E CIAGE CrAL ZED STEEL STORM RATE: ae L"MurR[YE ArFCHI:IiR!n * _ e scI,, _ r' aN - 5a L. r nc r. A R.. 1 ' ,�/aiAm _. _ e -Loa.,. Ay .- :9 E or- �. _ AL PROTECTION PRODUCT iG108 S . � . I.I.C.LLC �x n '"� ,a•••., .a R10 -`• ,ate -.-._ __I, IncO. `. I IL C E SECTION 2A �'o,`rSI ,_'- t - - taus T�''ffiPNw a iNWNcamNo a ..iiie+ { n„wc. 5 .u11. --. ._.�- _, _ Ah AAL rL•,==�1"-1C� _ ,,.,,'.'rrAm`t rr �, «w. �a•,m Nvanr� ,«E tautRWF-+a+6 FAA laic. ram-e;fr 2b-T76 - - _A .-,TH - J- � � t .r'�'V `+e`ra•� — - .T . " Iw Iu6,.r, w r,LTre , +nu' i1 iILA:11,'LA➢,UA140h icy:TII4)J..l.!i4D_zQ- R,t - 8. I)IALL CHARACTERISTICS AND SPEC4_FI.CAZIQIYS; Shal be strictly in accordance wittf General Notes and CorrT 7nents indicated on 7 %FI E.�t ed shei i 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing No.20-176. Anchor specifications shali be as indicated on sheets 1, 7 and 21 of 26, T Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LiM1TAT_I.QNS AND CONVIT10NS_01F USE.- T 1. ,hall be strictly in com�' p[ ance with General Notes No. 1, 8 thru 14, indicated on s .eel 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on s:INet 21 of 26 Of Product Evaivabori Dc�ournent (P.E.D.), drawing No. 20.176 prep' load by Thleco, Inc and signed and sealed by Waiter A TRIO, Jr , P.E, 7.2. 'roduct may be installed within HIGH VELOCITY HURRICANE ZONES as defir :d on section I620,2 of the Florida Building cri do 7.3. -"roduct shall only be installed into poured concrete, concrete block, and woI frame structures Prod xt Evaluation Report prepared fay Waiter A Tiild Jr., P.E. (Florida license No, .14167), President of Tilteco, Inc. (Florida CA-0006719), "".01AI.Or" f lF r�r rt,i C EN , 1� S v 44167 _i •- aE o' ,FATE OF ,ate: --.� _ Y 'c R %� SS/0 H <xN' NAL ""ll"Foi l lfLlll..4�� I'.A.r L. ;1 ^, TI. -ECO ACIVON gECOROS `P E. REPORT 2r t GLOPAL, PROTECTION weoaucrs. LLC 120 GAGE GNL VA',Zt0 STETL STORM PANELt ORwCTY (),T1rA'. RcPORT N 20JJ726.01 -_ ' ''. '��cE t II" ., `TIL,i.lTTiiiil\tA.t rCItt,i Efilte41fAIIJ" ',V%1.ITV 1 1ll-:1i J'e-. fr. E. '--- u ,1:,r 7 Fr `: I REPORT NO.: 20-0727.02 DATE: July 27. 2020 PRODUCT CATEGORY: Srulters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gzlobal Piroteif.tioli PTctducit% LLC 480c1 S.W. 51 Street Davie, Flonda W314 y PPPSLRPOSE OF EVALUAT1 - : This is a Product Evaluation Report issued by Walter A. 711lit, Jr., P.E. (System ID # 1306) to the Global Protection Products, LLC.. Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 1u< ve Ih Edition the Flonda Building Code, and to verify that the product is for the purpose Intended at feast equivalent to that required by the Code This product Evaluation Report shall be sub e t to review and revsion in case of a Building Code change that may affect its limitations and conditions 2,-EVIDDENCE SU6MITTE,D: 21, PR{3f]UCT EVAL4fATIQN DMUMENT iP.E.D.}: Drawing No. 20.175. titled "24 GAGE GALVANiZED STEEL STORM PANEL`, sheets 1 thru 18 of 18 prepared by Tilteco. Inc., signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an inte$m«tlq�lt�oir)flis Evaluation Report = MS,, r!(t17,`'a, a -i -- \,\CEIYS�:,-..9?''St ,lei. 3.11 f 1 x . -. :1, Ab Tir ' ,AfiEOF , - ' UN \ .. 6.155 N,W. 36M Street, Suite 305, Miami, Florida 33166 - PLouc- (30- 871 141s�Stftfibb°+'J,i4 3l COMPQIdNTS FOR REGULAR ATc LIFE SAFETY STORMPANELS I,x- ML'IIII',. : i(O' J I E : N'E a10TrY _ 15 IP6' I;iOTAL +Ma'i'H'I -. .- 6 7Eo' j 1 1 f,Io:' 1!w E :r. t WN I ._.._ -... ..�-. „ . ', k.AL a'AHI12EE, TTE Ii.I,I,-..�III.I.FA f t A.. i„ N 6S • It fl , Y 1,,',...,., lr:LYc,, � li 1.!��^ ,.Wli�� ., r I u J rRIN1Mwr.�.,�'• wE�l'-[r,E� W� „ tie ". "' T,dl? V. A. )CAI' E- .11 1. OrfAlt A r sd.",S�oL,il nA �' L- - -` ',� , ,-- 1 III I ' ST-4Fbl .PANEL (tA END STORM PANEL It ,.If i8 2"X7"Xl/4" , AL -lllllL .111-1 r� 1 -S CI- MY• - • II II I i . Bonn 11 �T F. r..I rw 'v .CA - - I -_ -' A' AM ..I I 2 1 "h µI ALDER "U" !iEAOER 4 ANQ r 4At Ah_�?111iTN STUD 46,I ANGLE WITH 5:' !LEY 11011-NtA551iER - _ _.- , Y ,3 r,Lrre: ti , .. L t"ice, - - �, G rl'y S'. ' it l m,.,, A. it'r 'Al,I I p_. f, it Jr :", A -_ - I•. L t.. I.. WPM. `f"`R+ - AL V'1 & AR t -S .___ ___.- _ .irl --.-.--_-_. 4 ._ R- YVM_5N0 . .:I - ,.: (e ; ,. F" _' A i ty l i_°,'I'ME 6A,1 :3''.d' w..."_..TRA-QK I ?7 E IA1 TI A?:'ED 7l - l L w °1i�.. i/��,. PI _ -C ,,�-44167 9 _ 1. _ 140 * * '-Ff T FIORIDA @,-JtL04NG II I(H;y1tt Veieet," Hutrlccne lone) 1 _�_ � _ 1 _F .". y: STATE CF :,4 : T--. I2,,, - v r 2T' GA r GAL AN'ZEO RTF CL ST02M PANEL I x_ e- I`4 KEY HOLE �' LO'-au* {��s_ - - - - --- - ' w---- 4, / CCS, . O.-_; ..4 _ ll . _- cTraL/aew. . PANE-/ �' GLOBAL PROTECTION PRODUCTS, LLC.' Alt 0.. 1 '�'` IL ECO fEN1 V,W r INC NI ,I. :'L6r ' -- ',t'"' __ _ __, ru,= Tay ray �"M` _FA a runic. I.S � ? 17G 1l,i eKa -.ices r'S+^ V ,93.;6M CM - m. r., y, _ 4.A . I„h v — y1AC .c ',, _ _ _�_ A E AA., _-I Ai,'64[ ales _ ..�� A,v roc, 1 1- I i1_QW, I ti� _Art I , , �Ay,y : 1 - :'1 zNI t of :Y INSTALLATION DETAILS FOR EQU�R ,PA Ems. ?� E_Ntg CJW$1 _DETAILS Ettt7R )NSTAI1AT l IN CONCRETE. :NTO EXISTING POURED CONCRETE OR CONCRETE E3L04K STRUCTURES �2_ - wF l •«llm NIl IF m MCI iflI1, VIAG1E1r AM-HOR9 V__Al! FOR -i GULAR -t E SAITTY AND E-Z t ST_ORM-Pd ! 51(5[ M j SYa zttKLiILL 9P SHE"ET N A ,1 - 4" 8 f�'(• aKII 9 - . - I i -- --I -(' f I i 6 i _ 1 , t t _-. AA, .-.., IT Y E.0 4 �I 1� r11a.''.,A "+s. _ - f p wrRrl i E ' u n I I -� i i r I t t -14, i 1 P/ ate.,^ IF _- ° ) I 1 a i . as g. a .�A�.. �J o ' i 4 '- .t ti ONCREKPsCM.R,NCW} I i �Ma-'s' � s °°"' �-�F„ '' qq + 1 coNCRrlr cm " i i l ca.1 A,A, .,..e " " lIl Ilu ; i - ' IrE0U9iG. i I 11 i s .� ,J j ' ; i CASE A ;PLAN} I I - 14 .� �.., ,l r 1 , 1 l 1 - -..-, , n 6- .area. Mal ) C 4 I >s... i , i sj 8 (PI�Ni I 'tyt o. LI A u N - i I '•t"t _t, l' - I - a-.n.. - e i 3 . 'M- Lot N— I x•eT..0 I - —,w K�+ta° . _ 11 I 1Z --�anwr'n n .w'�F Y.a .0 11. 1 . u .A •,c. t I , , 1 ` I 1 rta.,m 1i� lA 1 vc GAR i I I 1 I ; 3 r : * _ ss' Ill m. - .,uro � . I z 1 , -pp I A 11� t i Tice. ,I ig I 1 I I 1 t e,r,, . i i r - -1 ,* I I X Y I h £, ':1 _ UIK'' 't - 6 1 q � - I Y ao, ..arwsla. V e' W AVi:t. " I 1 ` t , - a ra .ba .WrA I ,AI- 13. P .wr. u I 4 D T'r'1'1,. CASE C (.EIS Ex: rING PDur+T1' t i CASE D (PLAN) G tl s SKAIdt 3/'6-' R � , ILWC tTr. ON S -{} . 9 1 #E 5 ' d COfI'R LOi:r r -_. i ®E ,ie1A•. u.:l'4niRm'rA I -OEr=REU _ I. v l,.,w'I _L f - _- - - 1, " ' L - I - L -' • 4;'.-' SWeA� f • f.: Y19' - io,,nami ° ,NL• if rr>u9n>Q. a. a Las Kfuc,- An' . II € i-j A'1 'Orf:RIT'T A,N:HOA'Ii w J'' °'arc . a sw._.-e Ae'n. r a a A Ma sl41%X_1 aN '. ' -�III'. '.,r KTS 6 tr+Rt'AIG+, 9+ - "' r lYL5L�C1Ci�i_iQA�(,] HUILr? OUj IUNTtNG I SECT ON 5 aE fi t4N 7 p, A, - a� ... I 11, n. , MNr •d, .,:.o r:.A1 N W I.E. • - A e PIE s . ' , A' E_0 EI`I, ;E 04 A,4Cf ._L. ,'NN,r Tin aN .rW., i A'K , . i 1 T E �•'--+� c,_�r S/,6.,- w,,.r I 1 1 / i�, / I i i Il _5. )I / \.—! 3`T L_ .N r�1 4 51 ___-J 1P & -. u Ut FI;,S ;:AN 9E X9. " ti i TWA' a , 4.1 _ AN , ,,-0 ANT CASE E (PL) [ .f �,.w x 11- 1 - .STD A i?,' SCa.-E _'1,6-1' _ n _ --- tr .s.' .•. " " - III, tr,,. .`/'`: r1.OP1DA BE71Ll3INILr ( I„I.,..,,_,.�IY ".apli...Z" -s '•;c, r:.'T w.•Cn - .. .. PI7 ' -1 aF . _ r.,-; I.-„-7 Ie�- L I h V.Iul:ll HurA9 ❑;16 t.00 H Z L mPAx trc=I, a a' WA �.N.a wet 1 t RF E EII E!;✓ a+.ro w E K- I,R A... - ;.AIN I,r1.�FA I. r a Ac vAN6 STORM Ara rN F>,Lc , r £ rr4l ZTD STEEL ST R P t E . =f i o-ALA .,,: wwal - f�,VrA dy1 I.-.. m 1 7 6 c C N k_1E * - X SE TIO - Ui. tt• I , rurorn SIR 'P.+"- E - GL08AL PROTECTION P U r r� ROD c s LLc. D 4� C a IL EGOIIrwil i!_E1:A)L�??Lt_ D II�EB�-_IsEIS21i.1RLD, _AL, I4P.._4R � I f ; e „ m. n ,� 5 YN r A 11. ^T .� f L 3 p/��'{/�L� �•p��I p ['A� Fit 5TA CQ �� Q_1 �a 1X !• t"• ' -4"' TIUJf r.$r1N: & C1i"J Ira L11AN9 . ?,P 1T I S4TT4tEl. TRACxS ATi k;,.Eff.:_ N_-fIIY.C.54M,' ny'mlJw ii riit,s[ `/,r �`4'/• _. N1t7 .'"� Y Ar le' 1t w A b4i ". 15. A#,W :u,W.' �Rs,lYAC >Y„ °Au I_ -- -6'1' 2L�-) %6 .,.. IN . ,_ „A AN. An- I r11�":AL to r I�,'.,Armt'r - Y. aria' s Fi �., ., - ,_.t _{ - `-` +- -- 1 HIINLMFM• - ,: 1 A! _. �_��-. __ _. _ .I%k I.n .O P1101ILILJ :i'q,lr-ArlaNRaprDRT__ND,.1Q 3'i37,0a 7 2A ..TF_$T_RF.PORTS-, Large missile impact load tests were performed under SSTD 12-99 standard as par section 1600.1.2 of the Flonda Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Flonda, Report # 0814.01-01 dated 03/11IC2 witnessed by William R. Mehner, P.E., Boriz Moroz. P,E, and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic loadings per Protocols TAS 201 8L 203 as per section , 609.1.2 of the Florida Building Code Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23. 2010, sighed and sealed by Julio E. Gonzalez, P E. Tensile test report No. 9CM-lc-,8 by QC Metallurgical, Inc., dated March f 3, 2000„ slgnod and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No, I OKM-1318, dated December 1„ 2016 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,3..StRUCTURiAL E1V�7IKEEI3tNfz C�ALCUTAATFONS: On 24 Gage Galvanized Steel Storm Panel for maximum Dana] length vsdesign wired load. as well as maximum anchor spacing vs_ design wind load and panel length based on rationai and comparative analysis, and in accordance with section 1604 of the Florida Bulking Code. Calculations prepared by Tilteco. Inc., dated 12t18/10 and 08,127113 (for this revision). signed and sealed by Wafter A Tillit, Jr., P.E. 3,�5lLEi T S STANCE: 1ttl�l'C�___.RE__1 Large missile impact under section 1609.1.2 of the Florida Building Code, as per STD 12- S TA 1 S $9 Standard and S 2n . 4,_WIND LoAQS_RESISTAMCC 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175. Maximum Anr'Tor Spacing shall be as indicated on streets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20.175. 24 Gape Galvanized Sleet Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. "`'a; ffa t 67 s I t -c,• STATE OIL -'arG'`(OD��,51 f 'EMI I.5:'E EY-rtLSlLlILO.'iRF,PQrRI' N,C?._3A-R227.fl2 1 5. IN _.._STALLATt4I4: _e _ Installation shall be performed stricT ly In accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175 Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 15, 16 and 18 of IS. of Product Evaluation Document (P.E-D.), drawing No. 20.176. 6. MATERIAL CHARACTf.RLSTICSAtia SPECtRt( A-T.IQ .S; Shall be strictly in accordance with General Notes and Components indicated on shoot 1 and 2 of 18, of Product Evaluation Document (P.E,D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7, UNITATI-ds AR4 MRI)_ITIOMSI flF USE: 7.1 Shall be 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 prepared by Tilleco. Inc. and signed and sealed by Walter A, TiliN, Jr, P.E. 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shalt only be installed into poured concrete, concrete block, and wood fr arise structures. Product Evaluation Report prepared by Walter A. Tllitt, Jr„ P,E. (Florida License No. 44167), President of Tilteco. Inc (Florida CA-0006719). :' .* ,�CEl�s " '�T - -_44187 ,VATILL - �;-- * • * o'• nF Ot TELL rECO AOMu'PI RECORDS I ? E. RLPORT.20 t GL:YEiRL PHO'1lijN �CSS.. Lyyt13 „!*iiRCc CAALVAM2ED STEEL S:ORIP PANEL I.ORVi 201761 REPORT 02"T27,QQ „r.'•. (jfliOPPPP `4 fiS a'........ IN y+ tit.. '0 ALF",Mr 1/4, 2/4. 3/4, 4/4. 5/5, 7/5, 1ilt/10, 2W/10, 3w/1D, 4W/10, 6/5 5W/10, 6W/11 & 7W/11 S• MAX ANC - roll CONCRE7i. SEE SCI00LE C1N SHLIT3 6 A, 9 3• Lw I` MIN _ - roll WOOC1 SEE SECTIPIK ON S.EUM 10 & I I - - ON - r `_ I O O O G _____......�___, _,-_--.,---_.-___._-__.__�o_�__ .._,___I D.Mf.-,J .i3,(41 (4' , 1 _ L Cc °AIELS Tom. 90LTLP -ANLis Wl 1/40-20.1" _ " in LOFIFOY.5. M.S 6OLI W/ 1/R- . 3/37' ,' ISEE SLCTION5 A. ' . FPIiGN0T5 O £A OVERt..ft AF'+AL 1('ME1 :SEk SLCTIONS AS APPLK_AS I lit ' ED I I a D,MI. (R. ®,I`4 Y+�, f � a pp W. - 3. �; - 1%4, 2/4. 3/4. 4/4. 5/5. 7/5, - �_ � -- ,wL ra IW/10, 2w/10, 3w/10, 4w/10. 6/5 SW/10, 6W/11 & 7101/t1 _ A.r.,cas To- cDNclim Six scHr01,;-E oN sAu 6 a 9 r„R .000 SEE SEC'T101.IS C4 S.FETS 10 A 11 ' REG-ULAR S - PANELS - -_TSE - ELEVATION _� �.� <I I -,I \/ Review Assist, inc c Mal � Virtual d a ro e B7" feted an p ELAN L'NeRpJy aI, w„1' F', eview comp tit Plans R A the 2020 FBC . w � e ,' : ` — s, s -ALA- ., - ., / 1-7 for compltanc ra p.nne K,tahr PX2 0 ,tt I, L, Deb. L471 GAP -T `IryS,l, . .. i /71 +'},' U 1 1 i .r -• ,-- •._T . F I A N 9 n '� F�4` i y,., EN ^ LORD BU LD NG CODE M Yitlxst Hurricane Zoni)' fjO 44167 _ oa�R I 20 GAGE GALVANIZED STEEL SIORN PANEL i oRr" m s-EyT� -AA__ A �_ 4M__1 _ �-_ GLOBAL PROTECTION PRODUCTS, LLC. • /.lot S,0% _•� 1L ECOFNs ,.,tl , pe'•. ' OP 1i� ,• �.� run 1E9TeR0 & -041" 10 .,,. P+tQ, ti `iv 1. _ 20-176 ii� wax ,No.A. IwxN6-n.e rAa Imo.-.1s± r tO`-.,••,-' : .= tea,__ - rrA,"_,v, A _111 - _-.._-._._- ._.. .-__-__-___ M -01.fW' l ,L •✓,III- )fir I W 7e IN LLAT10N D TA La__EQR REGULAR PANELS j _¢;._,J.H TNT FXI5TlN�C POURED CONCPS_ETI=� CONCRETE BLOCK STRUCTURES Aw"M "I CONCRETE Yf 5CIIEDULL ON S.W 9 K"'FICO CONoen H0l.1REo CC4Y-T�rTE R-r_fd_ L FOR W000 SEE SECTKWS CN S-Fr, 12 ,}- Ma. M CONCRETE 1XIDI OR CONCRETE PI Va Coors- ' __3 IAI,. 7 6T' R R>* - fOLrAFr _uLATFE (Su ScIE AAt RFGueaD _ CdCIFC1L M-x_MDR5 iSRAFt::L A.KStpRS _ W'. (ION Oy(}[,Fp_ 1 aK1E W1iY; A, / s6 wu1I M.r. 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'.fl ,w / I I tF 1 1 x - FOR WOOD SEE SECIIINs 0% SHM 17 _ {{ F I EGULAR STORM PANELS I I YAT ON p R L•� I fe %ER Ss r� r , I ISIIAI • ,I :�I. ( 4JILF t/37 .t ,,r o[ wl 1 f -._ ,. . I »- I,"* IAA. 12AFI "". I r W. II Li 14 ,.._� , I I-C T- , 3n0' _ I r, d1 a,tr __ I 1 , ".•N,_xr>y/A- ss Eoo - . , I, f... .Fr ., ,WAxr w:�n lt#� - - • 1 P , /z' 0 L. LOr,COM ANL,*.s ''�_ ,f " /� Lr "_ �l V —,_ < ks / CG-+A.'TK'f M.Li.ORS V..= D CONI ANT.045 1I= .9Sr.I FIX •,/.' MAx OAP .,�Sr,AD 'SU WICID Z ON f"M PI IAF M•. Y' wv 93 INI C*, IlII4 � SECTION A -A (Tyu.} ftYK'AKTL 9Lxe 5(.ALF 3/37' I - � CONC.E'IL DA �.KaM1,E OR "',`, ., .1- i Iio C Tr 8"C" -ifoa ro AED Z .c DII AND_-- .WALL MOUNTING DIREQI AMP WALLDIRECI MOUNTING I.I IN51ALLAIION INSTALLATION ATION I YMOM -9 SEmo__.4 $ECTiON 1 V aCAA_E tra yJ.a 3/e_1' XA`L &AT;XI..., tL IE LSZ_. 1M01t OF 5 S' F Lr't, Er ftOriS E0, - EWE gSTANGE (SEE SCNEDU' I ON w & B1 Ov MONTNKa CAN EE IN ', A!" WAY 1 MB , O SUIT ANY SHEET 9 COMI E 1 INNSTALL A ,' N aktR. 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Aml I, I' "FICON ANC-QRS a V L ,_ * q* 01! fr�ED Q01"m OR COCECRVE Il RW_Mqn IF - C. . ! �_ -- 7 � FOURELO 1TQft=1RF7t IAT 001.110I &C-1111 Cmll - 1 �_' r-[___ � I �1.. �_ : - 1 U 7 n: i j __ 77— ; � � ___ l .1 m . - i� LI1, - I I I � I I I I __ �..L� __L____--t �_ I 4 �tll: �� C . - I r5ow I � - __ I i I � I_ 1 � - �_ ,P I : - I �, , CCY�H� Of _I , - I. v ! : � , i Y_ - m �- . -i i - .: - I � - . I z ll I INS I A __L - - , - I V - � � I �, i I � - LA,1�2'1 I ` I � - � I -13 W_�Ss i �' � � G-As, __ - - �_ I . ,�: 9 i I � L I � � I . _� I � 2 I I � -_ E - � 8 I - � I" I I I I - I , f - �i a' I ,�i j p IIE I � t � - I I � � I I . L _. 1 ,/.'Al S - . - 19 � I I I � �� . �� W�i� I i I � � � I � A, I . - . I - � I � � A , I � I � 11 I � : � � Ir I I.-. � ! � . I 11 I I � *,; IF t I I . � I I DO , - 11 A' t - � I ,mew � I I I [�F, i i I 4t � - -, I . 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ST, ESCOWN ON FROl FVALIAl DOCUMILIP IP f MACS Ef, V I 7,1- " M"Cl "ADDIDUENI Cr Is NEED IT, CRETE : I4UJRtN,NCE WY�� 14E "20 (711, 040%) Of IHE E-LORDA SLALD(INO COVE OLMR S"k-I BE I 1/4 - I '15IO4 All Il SMALL. BE DETERMINED AS KE P SECTION 1610 CA THE 404,N� md),YIl),*FE f,.Otit, 1 � 11 , B Z) WRINIAl EUSEDUll Of I /4'. � )/6' C^A-IN AINCHOPi liFL&ILL M IS 7/d' ;NrO UOT,CFELIE. I 10 A WIND, "PLED A� REWREJ W THE JURSMIU-IM WHERE THESE S4MUI'EVFCl WELL SE PNs`LJL.j_;LI AAIV, NO Emal -0l ANY 7tl UATERIAL SHALL Ot PE.RMIT1,1TO FOR A ODECTOWJrV FACIOW K0.085 USINIC OSCE 7-1 AND SMALL NOT EXCEED THE MAI IA 5 E� � 114- 0-10 ES �-��INAJI BO.7�, USED SHAl IIE ,ONG tNDtGMtSgC,LEL ANY FEIl UATLADD. UfF',, L.- ! X50.14 PAUSSE11K ;ATA0I ITIDICATED ON SHEETS 25 III 26, f4r;Aci E"'. ,w,- Au_-V-�� IN OFIVER 10 4.RWY TPEE ABOVE COrl uYTIMAIJ FJS:G WIND L(Ill �ICTZRC(l PER AKIE I- . IN I . SHALL Si fWSI RtDUl TV A-5 Q Ol WIND LEADS Cry USUILITCYLY'll THEM 13Y Q 5 4 ORIIETT TO 5 �; � CCl THAT Pl S'Tol OR PREECAS7 LCT"l PANELS K PIELICHD TYN T�k Erl *I i COMPARE THESE l MOCK. 1A__S D) Oil PRICSSIUCCE RAONTOS MWAT'* ON SC41'M II,� & 29 ANl SHALL BE LONG ENCl TO RITAl THE MAN %`RkIhl� Hil a5CE1 PANELS ANCLAII sHAu BE As wF,C;,cCCED IN a I L ml IN a 2� ! �L O*all Wl ."E'r IIIAT CO3,OVEnprS AND AW4YEQS lik T14S P ' CI AS T N 4 E - THCHL NOT G%TCQ� 1_-tYtSSl, A 33% OJOPFAI ! � PATOWAl STTYV,pS FCC WINE LEADS *AS EVI LISEC A THEIR ;siCL_,v%' CA �vptqffl t-Al 10 WOOD HAS fil ; � ,LrFLNAWD W ACCOATTIMCZ WTTTI NOS 1015 IE� $AKTHOFIME, SLIAU I I __ BY NVAl TTYI,�_Ml ALA. OF TME RECOMINCENDAITIll AH'U --�`_ICWUAITE� Q- �Nl A1g_E,,CV_1 I v�UFAr-tl$�l : STOPU PAl AIXQ�YLCY CDR IfifAl All 1AINCUE RISCISI'ANCE IVIDE SEEN VT'RIFIED IN ACI�LIAD-1 WV1,, SECTION 15,19 �1 ; TY,,E ABOVE MEN110%l COX kS PC4 1tNESTYNEl IECSDN�- LAROICATIOA1, &C RCILORI 0 2O32� AS PR,;HIOCOHS TAl I I IT SbAl BE TNF RUSPOINI CA I'Tif EONTWTOR TO VFRF`f H-rL SEAJ.%,DNl. 2Y -LL S`D,-V,-rUNF i WHERE SM-TIER I Tlkl , 202 AND Ell IS TO BE Ill TU INDEUI�_f PRUPIER ANCHDRAOD rLYS S�4,1`TrP VILAILL j3Wv El CTT,FC.fI5 to OONKIWTE. EIILOC� I � IT'S, SYl "As SUN LIES'll To ar INVALLED ON Ni CLITSVE Ed" NE OP�NINCG ACCESSOIG *.f UPENNO ERil THF 5P WDOO ITRANC CEDA.Yll NSLOE l TTT( ,4r. (W A LAI CA LJf7 -45 APPLICATION F �A�OTE TAKN INATAITAl M I , INIC.Oil M Of PECTILGRICED le 714 INOSTALLATION XKOLAC, [OR I', ID SEAl V, ALIl 11 YXTER (TYINFONENT EDOIS Al RVMAAN " CONIT11404', ; FROM F)CE. 'N!4C 'Ef SrRVCT-J*t CONDAV ADM, THE OLIKILN6 10 MPFVFYT mmuln,,kAl IN-"*k m'Im wo SEAL sm,mp FRAl ALI- VzOul vu.- 1 3 SE)l 1000 0474LIAT" 11 kPOUCAACE TO, SINMUL AND DOWLa ULN'S SI'fu WXDOW� WFTV1 INEFTAtAKIN 115 RfQ"Fp ,�? 5L JNI PERC10I FROM 744L INSIDE Of STAXTUFf 13 S"AA PANEL INSIALLAT" SHALL! TUMPLY Al SYM,il INDICATED IN TRIS rWAMINC, likS AkA 9"POW; 040 ZONING 4 SORTIES 2000 015ALL"J"ON I, API'L Al Il SINGLE Al OELURLF KIND AND ,Y)INOI 5,NDRt. ST�,E VHl Il RIEGULAJLOCNS� PROV10FI) Ol THE X.L`CI5DK_T*N WHERE PIENI 41 A�PIAM TO VS7.LL.AH(* IS AEI�tl,`Ill ED I* PERFORMED CRON THE 04THIOE Of STRULIURE 14 AMUM WINIILM'S AND OIX*15 ftc� E - � RARE STORM ll S"S11TLl 'I' COMM Poem �,, ow wimil EYTRLS(l TO OF 605�E� FIE AI AND 1CVkR`ER ILIPI QTHCRl NOTED� T6 �I,j 1"IT; PCIDILIW. L [�,,AL'wm�N )��EAXEEJ (P E E., � INICK. PAPE D Ff TMIS ENGINEER Is GtWRK AWL DOl NOT PROW, INFULECA'I KIN E 04 A $�TF SPEEIM PROJECt , A WHERE THE fEjTr c,ONETFiONS DEMTE FROW THE P.E.0 i 6 Nk 46UVMV44 SMUT METAL VSLD Al rIlOSURES SMAIJ. FVkA Zlft-1914 ALLON I jq,� ,_4RN-P.CTOR �E, Bf pLtjCE"Sl TOP T�C SLUCII1011� FVl AND INSTALLATION CKLURECING LVE SAFETY OM ' kJ4 STEEL SHEET All AACl 'l ITAVI STRULD)RAL XAl Slt.E,� 10,TIA 1 653 CRAD, ED V rLkLV1Vl �7tDL TKS P90DUCT RAl ON 'W' PE, O N"Dil 1IT ,ISATE DOIES NOT DEVil rROU rK. CONOOT04INS EnAl ON OfIlPIAKI'll Ill !A � ll (AMR WA�1�)� Tl D,XJ.WtN1 CM�5rRD,T1QN WETY AT SITE IS THE CON1,14ACTOP's RES,Pomseury 0 AIl, ScREWS 70 4 57AJIdFsS STUIL 304 CIR 31t, All `,FNES, I* CO,"Ol PESTELlIll CCATILL �ARa011l II AS FER ON I�� -fFE PROQvCT CYAkYU,1Q% ElmulANT wl w ct)INSEDLOED Etmun F wjbrvtp� Ill A/ SO III, rELD STRE)l ANO ID k. 'FNSU S7ftflGlli A SMALL, E-13l W/ ;I,09�D,I RDLO14C CODE SECTION 2411, 334 I,' j grE SMCTI P"Ol STYAl BE PREPIl S" A FICLI 'CEOISITTICED ENGINEER CIFT ARCoTELT 4.11l WILL I 9 BOTTS TO BE ASIM A-307 GALVAAl 571r., OCE NSI 104 SERIES Sl ST.EL_ WITH 16 Y,, MINIOtoN VWAO STIRJUSIN SILLOM", THE "'GINUR OF QUX1t'J tt011 FOR THE PAE�4Cr All *I#0 WILL ar gEspa4seLt I CPE PROPER U% OF THE FED, EX(DIVEN CCE ACCORD, INOTINt, AS A DELEOl tNGWEEP to ONE PEO EW4VEl sHl I `CKFIORS `0 Ill SMAI BE AS FOLLEYll SILAUTT TO 1015 I-ALFTER THE 517T SPF-#1 DRAWINGS VoR RE1pF* � (kl NL I -.TNY� �Q';Jitm I I � III,' THIS VIED SHAl SEAM TYE EIATE 0M0 OR-04C., SEAL AND &c,"T"w, Or THE PROPFS�,TONM D4rp91u- or I ! - :/&"*CTAKtl Ahl AS QAHi,0AETV0ED IT' 17 IF RLJIJDE��, Al ININ I'll p * � �� RECORD TWAT PILICTINAED ,IT I . /4' IT 7,01" Ohl ANI'f`00S A6 CVVIVrIDCT1JRfIb III AWAI I Ill INN T'L,II3OOII1 0 A, � � I a? jl�co CONSTRk TM ONOD, K-7 Ia. STIORN PAI VANUIACTURER'S LAJSE� Sl�kj 8t LOCATIVI 014 A PlAl VISY81,E LOCATIl 47 STORM III A, I - III TO ATAINfLUIAT'll FIEULAI NO & PIUAL-MALtr CE.US 00l AS MANVACIURt, K �N , s : ACCOAEMC� VIM $fC110" I TO 9 3 Of "�Ol Uill-LANEL CODE ONE I SHOILL BE PLACED r0p EVERY �_Vww (I -111,-Q p . , � LABl' .TO CDNICE V WITH SECIIIIN T P09 9,2 C .11 THE FEEAQA CCJ,Lc,pC OI.LD ,E ! kl![ Lomeli NINEDUCINT CIE IAl ANCHLORS Alto POOPLO UJI'll S+0-, Ot 1 I1,14, JI 2' (OR PANCLEOTE � FEMALE C & PA..ELmAT4E Pivs X?) "A"l ICIASEDINIT'N't DF 1) A'# X 7/8* C40" `N AWHDITS SMAU HE IS 7/5� INTO �r,,NCA_S7 " Evettill LNICJ Wy FINITSY, IAArE1RTA_ SMALL Sf. PERIATTIEtJ 1/4, 0-It CIS SIOP*" bOl LI Sdiki tIC tow, E4CVjM�SMOUtV Ahl FILS14 IMUTERIll E-vST� -DO Ell �,'4' I ,I .W,�,MtAl ,,,%-" .00"', � Ill tflI � ", Y, A �0 IN CASE THAI PRECAST STONE, PRECAST CCJk7AM PANELS QA PAYERS �t rQUYl ON " +Z EXIl wi4L DR 'ell ., . . 11�i;, L ,; .. ,,- " I . FE, OCR , Amv.vcps l sa LONE. ENOUGH %. Pwrl. 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I - . , 3 .4 , MAN, , - " GLOBAL PROTECTION PRODUCTS, ,A`� - � s 110 E C 0 $mc , - - - , ,. I , - 11 IFi�-Tiv— AttiI, It S. STREP - I . L, � & 00i,.-LCARA!i-li�-�.;; i 0AIAt, IL Mi. 104 , A- .� - .M - - A -175 1 1 11 4. W.2i -1.1 I -1.6. IAA 1�)6111.Tl 1 20 - 11 - 1. -) .1, `,Fni't (IISAYNAT . I AAA . r ---.�T--- I - . - D'ANAIS, IN, I k�S) BUILD -OUT 77 f - . - ,;=tiv I �, fta--ILM=-� ( !� & (��' WA3hEff&JUh9W --- F-� . AlAt w.11SAQ.0LA1E1lt"A1".v LIP � IMCK-Ah= �2AMIAA; 3 AiiCrl) ..Al-TtIi I I'LITT I �,E .jn, P--�-!!L��:± -..,.-.- 2 w I. I 04DL L�- III _ , I ±_ - - --- - -- - - -- ----------- ------------- .----"---- - ------ ----- : � INS TION DETALLS, FOR -REG R PANEL .1 i (bMQ REGULAR _-PURU., CON tETE OR CONCRLT ..LQQ - . _EP ,"uw_Cj_Qu_s ALIVItINATE OOkCW'f ANICt4 0 "5 LOCATION 'SEE sc.,EvuLE 0. zO"CRv& HDR, ExSTVAPG FACLWE0 COkCRETFE t5a SDKFDL Lf ON ElOgrAP111 POUIRED COPIC'WE. 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I , I I AT ., IT I I i oH sREFTS , 4 f .,-e V14 VMR "OR TO . Its ri SEC ! t,z I , 1 � --- -,, Isu �,HEauu ON [ ; I., .... ;o I 'I sl� F I I I = 1. ; 0 I , . �,,,E � 31 1 At ". I 4. I t I ; , (Z'm ,Iiimc. 0 PANIEL �EAC`H` :- I, t- - PHmu I I , ,I ,N,V. 1.4.) � - ,� I F I R �, , - q ; i I if I ; ��,' 4 1 . � ; � w : I . 11 r� , I SEE SC. -to I I I i iz� oM,R ,�, Pfima LEW" 1 4 , . I I ON -T� 3) E.�,, I (SEE SCKNILE rxm,,% SEPZA11UN It,J ON �.EE7 31 ,tom-; . It GLASS I � Q-As,; I t - I E � - --%, 10 GLAS& � L � -1) I : - - 1 , : . i OSEE si>�EOLNJE � � ? % ; � ; �. I I I I I I ON SHEET 3) it rjl�`T%- ---rl- . OF ILI I ; I I um i � - I I I : I %w I I, � [ , I-:, I ! 1, J� � -11, q : 050% I I I � - � I f 0 - - , I I L - ED , !15 , ! - SPAS I F L IT 11 . - Oc . . -� ! � i v -JEN117" � IL . I : i %AA9 . , 1, I Ir 1/2 ,==�4 1 ; 'Ir I I . I i �= j : I , I I .I--,- . -: :--- I I, :, C w I'AmITI, -rF� - - - -t I C : 1. i . - I -1 CoAmew'i APICIHORS I .f I - - .F ,� - - � if k i 7 - -- - 040-M. CGVCWL &KIrDPA5- I I � (SEE SCHEDULE , I I !---,, ! , ivs1m p"AAM, " (SEE SC D f G" I , 0i .... � 001� I 1.111e!El , � EWE OF WALL 06 SUB S.EE15 �PETH"10,1.t, 'a) 14 S.F_I- Q ?HIROJ: 4 �� .1 I/$ - IALU.N(Ik. �1- .1 �- SPACERS 0 4 - - (A.LT. CONTUITOAR) ,0;9* 0 C ..mFD ; � � . ALL DES44 AND ANICIL � RsIiRG SAWRED COPICRETE EXMT*IC PAOIRLC CONCRIE7[ -ENGINS PER S-M 3 REGLARED BLOCK OR CONICKTIF BLOCK - � I GLARED RI Wr !q - A I* MAY LON,- AWN%W SPACrAS IF - . L I! - , � 1/2^ 11 C- (SEE TABLE 11 ON � , 11 - I -.1 ,.'.L+F1111 S A 10" CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTINGWALL . MOUNTING ZDIRECT I MOUNT WZ SPACERS 41 Oft � SECTION 4 SE:TIQN 5 51CILQX-6 ; s-,,..F -,:S* I,,--- -,,5-" 54A,- ..,t, I , /A`jl� P. TIti; 4p •-... .. 'I", �f -, ✓- I 4r.*:.-- ,,�CtN,T, --.!�,\ , - , . FLORIDA BUILDING CODE (Non KgN Volocity H. ,co,,v Zor.6 z : FtF,,A ".. - I z 11 No. 44157 't 1 24 GAGE GALVANIZED STEEL STORM PANEL � 'I.-, I - - "---,,- - , �- I I`— I I 9747"In" i 1!�Q-11 LQR- !��-ff- -TECMN: 1 �,'. /T ux.i U7 I E.D. - WX OWAWIE STATE 0 -A - ii.---- - -, / ILIECOmc.", ;Z--�C.- -�: � �-��_ef ,�,�B PROT i SCHEOUJ 0% TUP * 8070M Lt"TINGS CAN IRE � O".t IL w" 1 : (SEE , "-� -,iowf"I,-�� =,1r"rJ* Z'"!==`W =i � -�,Wft- -t ta inis'put; . "I 20-175 "�- - - -HW 1. .. . I SHEEMS 9 & 10� COMBINED 1% ANf WAY TO SUIT AW ,-, ,-, , � -/--,/ . - -.ir" I - I INSTALLATION -,,,,,,,�16 ....... �V� -- , bL — -- — —,�09710 wffttpwtae/��'T , - — Tto—,- I : — :—� -- � p ,, �ff :61�' �-----!�--- , z— — ---- -----,. - ---- L 11 E, , w a l � -- - - -- -- - - - - - - -,- -- -, -- - - - -- - -, -- -- --- - - - ---- --- --- -- - - -- ---- ------- --- I IWSTALLAWNDEI�&$ �FR�5LRIE$--20%L-& 1000 E'-Z HAK--5_EQ-RM_fANjE", INTO EXISTINC- AC&LDSTRUCTURES _r_-I-- � I - I 1, � I I 11- 0 � - 1. - --q - ------- I � j' . , '-Aij - I - - . I I � - -� - I - - il7IL , T, - i , -� ." "I '-- � � I 1 ! -I 1� , �A�tnt,,--� � . . . - I ., i 1 �- - I - -(�) - � �1 � A, �,L � ,,, , z / I - - � 0 , � . . � � I I " .1 ; . . j I j - I r(41 - .- p - - I A "I - I 1; I*. - - I I I � I, --" - rft� - r I I �. ; f. It I I - ,I� - j --C.) I I I '., �, r , - - , - , - -�;;Aj - -- 74 �- .. , I •.1 - . I. � �f I 1. ; I I -- . - T---l' I ."' "- -; �, -- . .I - " I,!,, -6 -- � � . -- - --� , A,, � ,,, - I �, � i I I�,- 7, � � �- 41. I- � A HI L,�. I- 0 "� ,4; 1 � I� � I I ! � �'i I ! ! ., -- � i 'Z-� , (1, . I , i : I �j 11 I- t. I I - --,�,, , L, , F'. � -L---� I "'I - � " - .- I A` I, r, � . -,I I -- --T---I,----� ; -�I! I ..,-.0 � . ;w � e. , - r I 1 -�� v � --- I :_ I ,,, I . L - -,-�-- i � � - , - � I I. - I i, r , � I� I � � - �, I I , -1 P" . I - -� . - I IL11 - - I I I� I � I I 1 11-1 V".. - I .-I , - , -1- i �11 I , I I - W11111 " -1 : IAA"-.,:� . , , III �,�.'� A I` � --r*- - - , - .. "I", -1 (t I= � I : - � 1" -1, I � I �. . I I i A; H`L 0 �, 12 0 1: p 1� ! I �il�11 1 � 1) I - I I - - �- -�-j I .Ir - - T � .- . I I 1. � --! , ! 1" . L-11 �.[--- RR L . I � . . -- r �- I J , I -- .� . . . s. i�,. I I I - _ -. -4 - J- —�. : - T `Irl J i,r Ic i At. - I ' - L- I - I !!�L I I - 4/ I I j . � � 1 � I I - ' i I . - , �� I$, I ,; , w 1� 1� 114 1, - I- t � I- . I t � 1 -4 � I ,�-, I , I - '---� 11 q I - . - A- I i - - . . 4 . I - - I i i � � - 4 � I . - I e - I � . � I -1 i I - -l" -T- -.-- r I . I � I - � I I I - . - - --A .., 1-i - -1 � , --I- - = - : I . - I . , � � . i 777----- - j �' � . . I IiHA. ; . I- "I -� I � -- -! I ,I � � I � � , f� H'' I :I � '11�; (s P-, : ll� I . I , - -- - I � -- I- I , 1, � . - , 11 . I � � ' . . .- AIA-�,,.' ,Q-.--,�E -, . p I -ff, � L I I - I T , - *. � � t'�, ,,i,'.-' , 1 � I I I 11-L � � I I ` , _ �� _:- , - I I 1 -71- I_ I , - - I , L ,--ii- - , I �Lll , ly � � - I — IN51ALLAI10N - 'k- -4 � , � k. '11� T, t - -,:. ., I�7� � - .-' I � .11 �'..'Y" .0 � � -;' I � 1, I, -N-IP" ;�- - : . . 11 I - - � APIA" MOUNTING -- -- �' I:— - ALTERN61LvL-2"W I " -- ---. � NE�� l It INSTALLATION 4--,. � � � '. I C, 1. .------ .- --.-=L . LTERNATIYE I , , � UILD z-Q-vj--mQ,� IL4,-L I "' " , 1. r-- � UNJEL- IQ-QL" MOUN11hp 2L'�TALLATMN -J, � A Ll E R t 4 A UYJ-4,'-. 11 ALI - I I � - � j ,'�, %1- --., I 7� , � l(-- .. 1 Ihai�! � I,.- i - � �, � .- � " Iii- I I �- . A 1 o`�"I.'"7"', I,tJUKATjY[ 3" 1 - � - . I "0, i Jkz/ 11 A - , N, F, .- � -- - � 1� . "I III. .<�� .."� - .I"Tl!� I I . , -V � � , - I - A, ,-�%), :11.�A� Ir :-�: � I I 11 I L11"'. , i"rI"�."' '� ! I I � I 11 I 0 - ift H,r - , -- .� . � RIDA OUn �Jllir, CODE I - . �m 9, VTI Zo,*j, I I - - -L - i-4, 4, 7 -�-- " � .11 � -T,A,�, �, 1: - � ,.,, � � , � -3 � �1 - * : * i I -��,Nt iTr. I., :-F ,.T�, -. 9 A- " = , 20 GAGE GAVAMIE'D WrEi STORM P.NIII I I— - 11".1 IQ I., , - �, � , I:', " �F " A, ,,� ,� " L17 --------- - i � ,4 = ! z � -- - - - - 1 , " " ,q .,sc, , T. r TA 71 :IF -- T .7,.,Z" - i� lw - � - A E �"` - �- I I - I � ': ,- - � -, GLOBAL PROTECTION PRODUCTS, LICd 11 , lr� ,., .-4 -,- - - \ r77 - - A.,-, � ,�, , i I IILIECO..� � - -FI A =311-m, ;tr ELL, �] NATIVE - - , I- . �.�, . - - ,, '. " I - , . . ,k 3 '/��, 11 I.-O A F..... C..t.. "; %! !I AN&i,� , � , � '', w � II; 1 -1=17�tiiAl.�!!Iz 1x"1;-.1I!.111 -- . � i I I . It .Q1 ` -11. A .-1 1� C DETION & - .""', 1 •- 1 •11 Q I � ', �T -- -3'AI,'L.'�� V�f -,.- - ,, ";'Ili- -- " L�-� I v '11lEA 1<11 "' -I- -11 .,-,I - - .(. A .TALI - 1..,,,,..._.,_. .1 -I , -�!r .- - -- -- - .11. I I r")Wl L,j '! -- .! ..,- � I - --- - -.. � - - - - . - 11 +- I, 7 +- - ., I- 20 � I -------- - - -- - --- - - -- -,----- - ------- PA,.ii��A-%-�,--DL5tgA-PRE$$WRE-MTtMQ Jp-,!W, ONV 1-110, 214 1/4 3/4 Ai 5/5 & 6/5 MAX. CM-1IN%L-EAff.L.C"'ENQTH r%:--$C HCD%L-QNU Mgm AAPEC'.� (SEE ��,IZ�'I,f IN r*IWA 2�/'6, �`;TT At 4TV/7 FARI �5_19$7ALlAIM !KQ- ?OVRQ-S9ACKJt--QQN-0ETL01=L &-W= W - �� 0AT- *I' i, -. .. - S ms 9, to &11� - - ---- -- �- .,,, all" -".bw L� SIHGLE 1--L.RUTRAINED AIJ , - ----- - - � - I -PAMLL t I 0 - 6 &T TOP OR BOTT + - -- -- - - --; -- END -WfTP I K5 .�l -.k- =14, & -:-4 QR - --- -- -- . --- - - - - -- -- - . - 7 WITH 2 OR IA III D.M..,',2 I � � ��. .' ,j� '� , . I � - - - - WITH DiffLI miGLINTED AT EIAC- ITAU10 - , -- - --- I -- - - - � . � MAXIMUM PANEL L-` OR LENGTH I 'IL -I. (ft.) 0 I � �-- A S, D C-l-,:A; �-tT & Arxx I � am. L LINER,FNI, 1.5i7k' I0.5 'r1 .,F) ,., -) L4 1 L- � 200 12'-a' I,, -CM- "L G --W-6, �17.-C. - -r' Tac - - it . -P* - - - - -13, - :,.,-V- O' P, -- - - -, C 9 -d' A.- v lov L- I- 51-'. -0 1) I' - 7' 1 I i`54 e - ,, ,- ID Ts r , '. 6 -IV, ...'AL Av til , -j- r . - 16L 1 7,-Ij, C $' - � ' A -9, -1, -?* -II- 6 - 0, - 6 A' I -.1. 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Ir � . -.- I , O �- ') , 6 - ,.,. - --� - - .-I V T'-,, It -5, - I- A5, ,:- - 9" 6 -;- 6 1, . 9`fZi ;7 5 J - 11. -- -- - , - I� - �.- 7. - IC-1 J � " - ,-I' - - 50 � - I'i - - -- -- - . - ej I EI A,,,tLA, ,fT,.;A7,C, T� -St, IC-,[G.f - - _- - -- -1. I MilIc" ,W [�l , '71 , I, , 1 WAA_, %PLEZ , I:o '. , , ,AiL IEw- - - - , -- --- - (} � - L1`A4[SjqA,ljfE � .ES7� I u.Y,IAIRA,Ik�fl 1 RE5TRANIF, .,.(I� I - I W D. ui s - I I - 1 . I- --- I - -.1 - --- - -- -_- - - -1 � ��-�j 11"! �, iNd . L- � - / -/ I -- -x ".. I 1 SECTION A -A 1. r -1 ,,I I �, - i-�--r��--.-.---.�..--"-.---..--��---- IIII � I WAX MITI, Nv CAPABLE P LE#PST11 ?CIA A WAIT 4 PCZP4 ki �'i �4MIEN LCAL.7 -7 Io . D , ma ; I � - AAA &LOWMALF PANEL LENGTH rm A GIVE. "IEV"i'VE ISO DLSI�. IL I I I t,wyE%.-- TV- ulluitiotE M"-� "MEL LENGTH,. . -N . . 'Rc� " I r-rl : IWT�- kSo 00.-� 0-0, n-r"uw - PMEL jNc, �. . tf"LE 1 LF,L!, NLrA`T.E .SD DESIGN L-W. X70IWIE UAIIAPId PANG LVMH % J`RO� SCITT)L,1 � i w WA,,MPJV A-LPRIABIL1. PANNE•L LENGTH tS fOkA14 III `L4 W,NUNI N04"� PANU LENT713' i ! WTKIN 'I A, ARc- % * I I , K-E SFAC,kAf SCLO. lGP AN, ANMPETL LKAAG,TH IEIR PEPTIC", 1711AIL4KATICIA, � Iy(JN A GIMEN -M-9 --..--- I T NvAIIAIGNs wo 41,00 ARE I AKrm In � 45 A A I V -I � — - -�SG vis'. Ah,:�&I�i ,�"L ---- :��EQR _R`CT �• I � 5:-, % .1, 971-:7 'r � I s" ... -- ,,' 11 I FOR ,ANK A S L, DFIW71 WAGS a ." -A`,r1 _r1C-`s ICU I,, -- TOP : I .�,,, AZIC. •,fA:L- vlucr ,,,,-� "TV, , , .,-w ... IS USEL , -�� .... -1 - ' Tom - ----�- Ax &�-, - - -� Os�-.� S �Yl t IV 11 , , -P - s FLORIDA BUILDING CODE (Non Kpn V.1ocitt, HL,, 'can* ZOII --!� - lo,REZT UQI��- -1�1 ------- �E- � " � � --- - " - ---- - I 3t. ' � I --- , i1n I . I - + 50, ,- .� - � : z 7 , : --- - *' III; * � T) '14;57 � 2 - ,!-n I.Titt'. - GALVANiZED STEEL ST3RM PAN � 24 64% I � IT, !:"I S, 7111) � ILICA T . I - - --- - - - T.Ac� A is f I— � 5�' I �� I 1 .12' 17. - 3. [ . - . I � I 'j- 6;, `11 � --- --- &ZI- - . AR. - - - � . ; � . . 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A&,:-11,AIOE S"ALL 9E AS AiEN10"E0 - R 1, AND W 821 jj I I ",,�zj�iiAl � , _ '0� I♦_ � - -- . 1: !-.I Z, - - - ,,� . flum 'I" -4 -,-AANAAi--M ; � �3.. -Irt A. 'TI'l! I" i - I . pi,q !t - - -------- ---,-- - ---- --- -- --- -- ----------------- ------- - - ----- --- - ----- ------- ----- - - N-5TALLATI914 --QFTAILS --EQR.-RE9IJL&- EL R-TANU-1, 'NT P U I 0- .,,O.,-REJ)--C _QR�TF-0 -SVRVC,T(jRE- -- QV -, -&D-N;.RETE BLOCK - $ D115-1K POUTTIED COW11 m7kh's Pwwu Col"04FTE OR CONCRETE BLOC', OR CCKArq EILOCIA l-, ,? .ATn ,/ , REGLI , . - , `0`tE;P.1f mc-)Ars- � CONCRETE "CHOPS . (s4 scHmAr ON I I - (SEE Sc,"LOULE ON . -1 LXST,W, PAUVRED ' - SHE17!S 9 TA,ROMH lQ1 � (2", SITEM 9 THROUGH 10) ", I 1 �2) , � I " �.. CONCRETE wi . - :F,, I. I CONCRIFTE Xx , 11.ti I—, I I a --•a � -- � '/1' , REOVIRED � 3,� t - AFAM- '12- i ,,/.' . � -- ,I/.- .40. - I /.1 C i ! - . -- All" CONCRETE ANCHORS � -1--v . I I . . I - - I �-m ScAiEDILTILIE 0% I ", . I I - Li i - -1, P. E-C : I E D i SHEETS 0 tHROIJON 10i � ! ! I 1 I I , � , 1 V� � Ea� - � �, `- � , ,- - - h j 1� , m A I I"Ll I 11 I I r - is - I 1 .1 I,- i I 1� I I ;� It SEPARAI" ) 91 I: 161 I I . I I - I I I 0, ,- t AT . .;�,& V. 19 F TE, U.'s, I : f (m FMA � j I S,C,p = I I a... TV[ SCWDLAF � I I 0 ,D� lm", r � � 0,R)" "�', � F.IS14t`:� 01 � I %, Mo. IT .SEF SCKDVLi � . I . I : I . A 'LAS$ I GAP iWILT 3� 4 �IAAFLL lF'ACYt, , 0. SIHET I 'I) , : Mir, %PARAI'LIN I 't I W.. I , � (SCE SCIIIEDulf I ,I 't, M.. • 0 CLASS : � I 0% SHEET 3� 0 1 I I PANF( �J4GIH -nIA,1.Rr-1L .ANCwIPI% I - I 0 1 � PARR UENIGTH -1 (SEE Sctcomf : 4 (SEE wHiLD'ALL I I I I I (SEE SCHEDULE I O" SW r- 3) : I ON SHEET 3,T SEE SCKD'e-L CA ; I I 0. WET 3) 1 � f I I ;K-L. 9 I-Rckc� 0" 1 i -- "I I I � I : I A I ; i- 11 , Ia, ILE IT I - I I OF . L, .115"I!!� ,,- - I fxww'. I L � � V" r, CLASS " i I - 13, t ... -- � ,-srx I I I - , r ,. - . - 'I l D � tAll 0011, MAI $ : T. W. 11.,., I -- Fr i - - ; ! L, . ; I � 'm r- ; � . - � ,L' _: ;� , 1, I 1 I I - . D. I � 1 2- 1 ---.I I � I I 1� I I I - 7t- . ---- - !� _r EXIVINIG Favfc i 5, , ; 114 __ L f 12 I/7' 0C r-1- i � - . � CCINKRETIP CA �a - (AS APftCAMA- I I I rIE. A.S.O. 114, t om"In'll ftcx> t CONCRETE ANCIHOAS J : 4 ,KRULA in. -x% w I r,: �1� 11 , I , wavAIM , I � -1 � I O'L " I/.,-2tAA st .1 :/ `FJ, � I (SSE SCKICTLE ON , , ---.A 4 1 . - , 0 It .�, .. Si 9 11HRCIuG. 0, i I I I T - I. .- - , ./MOHL WHEN SOLID I : A�FEFYMII , - - - I I 1 -4 Lot,7,0t, St & CAAK-W • ANIC,IOAP�. Lx`sT-NC POLPREO C014PLIL ARE LrAD kz& w"Di OR CILONC-E-E BLOP" 14,1RIELP"I Ail"INATIL �"CIRTTT k7m-PNE; Kkom COWRm COKRM AMC�Ops ARE ,PSEV REOVARED ANC -FORS GOP COWRM atom REQU*LD TrA040tED W/ STUD sclimmil 0% (SEE scit'lomf ON SHEC-M 9 4"KIONG" W SMSM 9 I.AULNGH $0', 1 EIIUVIL.Dig�MNG WALL-"mL"QDIRECT E&QS_j �EQON 2 SECTION SCALE )IF,P' rcm. 1/1),I* SCALE 3118-1, ...... $n III S",o � r"N", -,kt .� .:!�6",✓ 'I' 11L ��Ehs`,�Z, i WOE'S ' FLORIDA BUILDING CODE (Non High VolocIty Hurriccne Zons) f. s Oc 1,� - z i 40, 441,617 *; 24 GAGE GALVANIZED STEEL STORM PANEL � w -- - NOTf - * ] I W . ,� - - --- L, " - -- - -F : * � OR COMEbATIDN .Or SEcnm - , * E I - ,E 0. . I' , mmm E.D - EEDGE DISTANCE , zIt -- ,I .. \ GLOBAL PROTECTION PRODUCTS, LLC.1 O' DATE - -!9% r,TA,,,. ,,., ,tPiiA . 11LIECO c ] -, � (SEE SC)-EDULE ON TOP & BOTTOM WOUNTINGS CAN K .. I I!, Nit"'S. - IF . - - - , . ", "." A � I , - , TIL,,,RPI; . TjR;ARMA-q - , A: , VARr SHEETS 9 ALL 10) CCMBI&ED L44 ANY WAY TO SI;1T ANY " ��... ,F/qqtq`I`, - - - . . - -II,mic,s� , Li'.1 QAA`PF L 331- I,,,:- '... - /1V43.& z- - -,,,iI,-TLtt - - , i,trt,IL I--.4- 'At (III.PANH-7 ! 20- I 75 ,N'STALLATPIDN ,1/0 ,.,:,�&,, .-- - - - . I . - - I OR- - ", , � -O�CAPI4 . 0 ... ;,.%,4.��A"J P r I -`19 A IAL,P` ;1., "', I i-; - I I A � - ----i ING" I OFF To I ------------ I---------.----- ---------------------- -- - -- - - ,- �� INTO WOOD jNALL&-Q6--PjTAILS FOR REGULAR PANEL J - I * TAI T1`klmolt arr. I �5' (Ak, � EXTS-.1w AFOCO - - I 111CATIO"I i 9EAM REQUIRED STRL70" ; - , -- - ! ADEQUACY OF EXMTN--- WOOD SEAM TO BE CERTIFIED By r REGSIERED ENGINEER OR - -V - It - t - 11 I 4 q AACTIPMECII PRIOR TO SHLmtq I - TIATS-ALLA100% HOODAPMPC,Km ALTERNAIE WOOD :ANCACIRTS . " Mir - . - I (SEE sc-u�xk ON (SEE SOHLow 0 -� - - - :9", "Fl, RAW. HEA; 11 -CO-ED- * IMADE" �- Im. DA SHEET III, SHn7 I 1) N - � , 'I, , ~: " A, 3 . , .T . ��_Ii_;�,!-7�1 -, ;; I I 0 I. .1, .F r- " t M-1 ,/., I --I - In* - I I . MAX m" HEADER - 11 I :11, -W7 1 i --- I 0 't--l. I - -- I I REQUIRED , T 1 - -, I i I f Ow. . I/.. �c GLASS ---i I* , I - , F 2 � I * 1, I LTKASEINO I I I I wom AW.400is . . I (SEE SCHEDULE ON ., , I ; f : - S.m I 1) � I I , Mn 1 4 j4 1 : 'L (,- .,�PAMTION . � ,I I I - : 1 -4 CLASS (Syr I I -1 I SCHEDULE ; I - � ;. I - IT, 1'""'; w,, 'trPm4l,04 To wss I ON smvp ..J) � v. -L � " ". ! 'L _, L w I" ftive I" I`— SI��Eklkf ON SNUE, 3) IF A IIAMI Lfllirltl , ; ,10IRTA, IN. T-w7p .,. MAI, I I , �' I , .;�o I ! . I . , Iuarmcwto. Off SCIIIEDI - 'PATIPU LIN(37- - � � LINCYN 0101 n (A Si,CIET 31 : Id I SEE SC«r(,,,j I I I I - , I I" -, � I ON s;tm 31 = 1-1 I i --I , I , 4 , j ` I I I I � A I P� I I . ! : : [ 11,1 � I 5.13 I I - I ; ; i 'i'L I so% 0 1 J_ ", .I. ILI � ' I I , A � : I 6 -2 -/2- cc t ! I I , EE, - -A!` I I I " % r== I I ,/7' me rwismf I � r I AL,OWTEE, '9 I - .1 . I � - ,or HLAC, 410I I to � , I I 11 I L- .., 1 sq., 0( i I I I ,f4 - I I I z7u, *Ow ~ 2-.4, PLATE I I - DEC., REQUIRED OPEOUfto A - . ,R]" ANCwJRS - WOOC ANCa�5 - flu SCHEDLALI On SCHEDULE .3E SCHEDULE 3i . $HIE177 II) smtr- It) j-.' - - � -- j 4 i i I CEILING AND FLOOR MOUNTIG BUILD -OUT MOUNTING I ALIERHAIA-4W ALTERWIYEAW SCALE %,,TI.,- � ,�,, .11 """ 51-F 7/#`, I' , A ��Jj ,,", f.,� h. i El,isi...�l i l; , WTI& A z , qQTF- rQtt SDICRIMITIQN-OFcL Tq tii : NO 44167 ". 1. FLORIDA BUILDING CODE (Non High, V.i*city Hurricane Zo,, I !INSTALLATION AA (SHIM VAT Z FC4' MAY A,, IF - . - ., = * . W . , i 'OP & SOM0 UOuNTINGS CAN BE DESiON PRESSURE RA74-0, (D IT f) AN') PAIN�l -ESG',S Z . .2- Tx-, - i "I . -51 ' ORMIR IT, -OMBINES M AS PER SCHEDULES ON SHEETS ' . , t 24 GAGE GALVANIZED STEEL STORM PANEL IN OLKY *sky TO SUIT ANY �, STATE DF -�� -C --;--71. .� , . , --------------- '0, ,NVAI LATION I FOR NEW W03D FFAME CONSTRUCION: WUOD , x ..1e 0 _ _ � �� 27/v/u= , , J�t� _ 'A 4 . ;: ��,_--�- 11LIECOmc \1 MTECTM PROICIPUM, UC. TATE "� � . -- MEMBERS TO BE SOUTHERN PINE Na 2. III/ SPECIFIC , � �� 'I Am I.R. S. umm - -- WAIT f6ion [MoNaMAM Cow ", ` 11�� _ W. -175 i DENSIrY Of 0,55 OR EOUAL .11, :`, A , , , �- - = G. IL 1331. " ", - 2 `RR" I,= � .I., - , ,HoiM. (�)Mso. r. (05-Nivi-irm 20 - O'"11w, I . - - , - - - I , If SEA/W-1111E)TIAM WIT- miff,,, ,.� t- - ` ., - i - - A . � I I - ,- � I I I - I -*� a) (1) C- U) -Fu (3) 0 L- " C -0 (3.) CL 0 0 (1) 0- m - L- = on . = I Cl) -0 0 -0 -0 = 0 L- -2 - = (a) 0 Q. = 0 =- C: .0 u- — m 0 > U) . — Cn a) L- m 0- . !E cz z a iII-- -0 .S�� C/) < A 2 i "I'll . . , . st'r Virtual view I""', jj� ,,Review " mpketed and appT, th the 2W FBC 71h 0 Tipt'lanCO 15e Anne maht viwu m ri 11 Cn I " W (1) = -+--# W :3 m > 0 L- (/) 0- cL < -+--i 0 = -0 m 0 OL-- C.) (3.) m L. U) L 00 SHEET NO. S 1.3 I L h I wif - - ------ ---- - - --- - -- --- - - --- - - ------------ - ---- ------ ..---- -- END CL0-$-V,R1E5j .-ETA $.,EQR . NVk"lIQN -LN....POU- RED CO NCRET CONCRETEBLOC(AR.-W-Q-Q0-5TR.UVRE5 .-KALI�..--�QF--,RE-Q-VLAR..-E SAFETY & E-Z HANG -M-ft PAKLJ1-,.SY5TLA5 I, , 1" . - I- , I � 'i rA) (it r4l, , K`uftml CONI POURED CONCRETE. COACRETE EILOC. 0. 2'..' .0, A MNW REQUIRED I �'- "-"�- - 'I I� '% '. I 1*1 . �/.. M, '� � ANCHOR - -// 2' A.* 0 '", �7 -1 I j'o-, Do ". II 1/7' 601I 4L'A CIWT ILIML AWN. I LAM �mm 9 &U-A �PON -1 LL ','A'- " I . �' , � Q ,AVAI ft" rQ . 'I, I -%.. 2' , ?* A.,00 SIM Z- 1. Up I v,IGcAc rIIAME 61363--ts LCO COAT ,0A . `�II 1 40 & t Aft" r. ANI;j . I/.*. . I 3'�.' I I . I I I I '� 0 11' .,z I -- I 1 .' I -•� - . I ,`OLRFI' COMI , - I . I ,/.*. . , 3,14'.. "'IND. 7 1/2' -- I = C, I I I;ZAICA"t NI I " 4- 1, OF C$ . . . too �' QLI '- " I P-,A- *,voo FTI � ---- 11 -, -AI -7-- 1 mIcIlwIc I If / "'�'/.. GAP , - . I I : -- - i 2' I, z. . om: TO � I I - An,I LEC 've-Iow -- -- . ., vARIES 2: : Z: : =: .10i" I I S' M. - : Kim AI aft I - I -- .��' I DOW 31115-1SCR "E; I I I. �Q`C" "t, c0NI q - - ., I ", .� ir�jl' 11 WT. III VIDIT KATE I XIc - -7 - - - , - - 40c. OR �%-- *300 rAMME I , I! ' - r - f :- , i'. " 1 ' r,,,, � 1 7/iIL 1. / , I -- - '/A- ! Gott .'; I 4". 072* -16 4AID. !i2 oc _ � i. do W53 Ac.vx r.. IN,AT'. Ardu Q -X$f PLAN AML-BaRLW gAsk., Q.-IRLW !� PLAN sf"F "*- :,CALF 1i,I S -At E , I 1 }DAD -SC CIA �� - N f� I C04 RICO PANEIMI . , " "ouml, , -Ii III,V Al vEAuI K, .mO , Lo"C".111, EAIS II- , It . -3 . ��l '�1) '14 OIL; ca".6"t BLOC, " em. c. AMI ft.�Xlt ,,. PaUREC c � - -y 3RE"Ic. SrI,,ZDLLL 06 - I Sr - - a. ..4' slors - �.. PAkI - colTRET" =""4 'm;rs I 'fQ'RAME I= IC ANAUCA&-i 't a III � OVERLAP BE-00C ;,., .00D ' -, -F �- - opo.w; wETH) , pvJRID CONCRETE. cow.(If Rt*I : I I r, 0 1 ILX, . M 1*�* wCap r%AAR I 1 "I I ; . I REQUIRED Ir I I ' I - - - - 7-1--N r I ' I ' - � `� I / 11 . ' I- cll 71, C'P'- - 1 NEW .,' WHORED I"- A .ARIL� t I ". I I � FLAT TIANCEIi PARALLEL ,I : �' m,IA I I .. - -, ;�� ;'r END PA I - - B Z; p,-AW1: =. - -4 - - - - AAA �Ar- .4 1 -� . . I - I #\ , ,-- I I I. .QAU,-JQ (P LAJW r .. T. �IVIP ,110'��"N' I . mIANTAI MAAAL,I• A H" i�'� ��ke SCAL- 1/4'- I' � .1 'tA ;It!'.... 1, 1, - - / Vkffl, FOR EI, II Mr,'JUT INSIA�k CN ONII 4. - - - .,l - , 'F\'�C'E'Ns` '-'-'�' - .. " - CER'PEV PANEL 'NSIALLATICh AT VALL-, IN,, I 1, z . 2 . S9krACF ' F�C' VXr4IA'*NS VAI 3, A- 2 No 441167 - %= z * * = z . er - FLORIDA BDILDING CODE �(N M;gh Velocity H.,,icon* Zur. �- , - I C AS ET-2 LAN-! CAS . ;TATE OP .* �'- � .tNytti T11I - . .. " J'� , 1 24 GAGE GALVANqFD STEEL STORM PI I " . I I amumt,, III I ' �----- ------- � mv - "`�' "' "' '�" 11LIE C 0 in " ` 'GLOBAL PROTECTION PRODUCTS, LLC.6-- "'� ,� 'r�F 7,' 11 "I �.e ----L � - 1111111� .-I'll, I il-11`11 I �- AI -grow, At cNaHt"Amm E6I,AN- I '�. -�-"' ��-�-' - A, 't'ImAt.. -. MHA[ GAI't, .33.1 i : . - PAN A, -� m-Nim-PI f. (.�pm#-m' 1 20-75 -- -.�r,, ; � r I II,fte"I �IAINA' 0 - . - I - I--, - - 1 -, 4��--7 I - - I,F lZk,r "IF. 0 Tk J� 11 � p $ ' '.� "-.Iti�-!2 � � � IRW'r�C,15.Tj AA I 5 I Z I I f �71=-. - ,A. - - - - -.. I I - ---- --t-- I -- ------- - -- -- - - -- - --- -- --- ---- ----- - ------. '-vI:!PI:m &.S.Q.__D INN PRESSURERATING,s0.)-AN"ORRESPONDING MAXIMUM ,ANCHOR SPACING SCk DOLE (ja- -fQl3_RESrULAR STORM PANEL - INSTALLATIONS INTO --WDDD-SjRUCjUM I ML'D ' ,)Ni-y FOR OANE. 'D tNS;4.tATkC%S AS PER ALTERNATAIIES 1TV THPI,j 4W, ON SHEETS 5 &:'} � W.X. Aso AAAMMUM ANCHORS SPAC*G FOR E -D - AS 94OWN ON SAEETS 6 b 7 APPL!�"`' hMLAAk.v JIT.IA PPESSURE ALTE aTIVE, PANEL L[kCI -- I RATING TAPCON LAC SCATIA, PANELMA E FEMALE T) PANELMATE PLUS INCIDID 0-tst,ING �AAZI;.,I 1. (P %-f ) 09 T.Ev (It , - 13, '3' ". '.3. , Z,' -- - 1% Item - . --.--- ------ 11'W ------ 13. -- --- - 13 . --i - --- 'i� t' marw I - --- 6 1/2' - a 112* -- I 7i, -----. 0 i/2- 2w �� -- -;�.; - -- -- - -i-174� - - - -- 12 112L - 17 IT& 7W (WIT .; 5'-O' ----' ----- - - - r- - - ---- - - e --- --- . -1 - 1. I ----•--- 41' - ----- - 13- ' ' IN, riw� OR LES', - 6 � , � 9' - ' . - I . . �� so (amwe", ) I -I' - i3- -0 13•-- - - '3' t" I - 3, -a voe) - I '45. -45 i3' 13- I - . 13 --- IS' Are (Swrom) - Op LEST '3. - -..-.- 13- --- ". - - - .-- --13-'---- 1 9 IL;* _-- 'w CM) - - - - 13' 13" 1 �:- . - . 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SEE 5tSLE #I FOR MAX, A,&D. DESIGN LOADS& MAX. PANVI LENGTHS W-04 SPACER " IS USED. TABLE 11 A XS.D, DEMGN LOW - PWEL LENGTH LENGTH - 40 PSF OR LESS $ -?,* > 40 PST TO 50 -SF F.- I- , �X PSF TO I 60 PSF - 5'- IQ" --------i F A VAX PANEL LENI ARE R OR INSTALLATIONS VAUD FO "I.HH"H,. W/ III SOLID SET ANCKOQS Wi (§ SPACER AT 121 I/2' D.C. A T.14 ", I I .'O'*��` . .'. . . . � ..... . .. . . ,e . . . . .4i� -. "�CIE IVSI- I . . . . � n FLORIDA BUILDING CODE {Non High Velociiy Hurricane Zone : . . . = III TILIT03. - 24 GAGE GAILY ANCED STEEL STORM PANEL " I -�I% . . STATE OL��a�fr - __- ---� - - ' ,, 11LIEZO-IRIC ,GLOBAL PROTECTION PRODUCTS. LLC. 00I Ift, -'-- "Ininp a ` I �*'- It - - ZOA10" .40-t-Ic-I -z,. � .. . -4 k-0 MI a #LtN,iwi-ts'� EO.AI A- - AA - --.. -, � ANAL 5. III 11 �-i 0"I% r, Lul. 1 1-n ' - ' -116 �� * �.II� !-f.= - 0-1-... I "II"IE ( '�. I. (-' 20-175 VIMAAW � " � - WIL'.. INAL-Ek "'*'� " , ' "CARDA f � - i - . I " ��m� 4-17-A- I ..... . . 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I I I 1 � I I " - � -j') 1 -1• I '- �-J' I I ' 11 A E,II , I I i mhj 4 1 '5"Ai5' W--SEPARANGN � .. 11.,A- Ex j 10 GLASS 4 '/. -ztII" i I, A I , , - TIP -S. m . 0 •GLASS : � '�'EA, j. a� R i 4 # I - I " I " a 1, " StPAPATION : 11 TO CLASS I . I I 11.�2W- zwaf !LIL XI .10 'TASS " I AT 0, III` I , W,m,,*NCL I ': _' � I � , ; 11 i A,, D, L-II ) , 1 11W `v`I "ANI - I I "I' - t I I AT ,A iNtALAI N c'- I D � Lm� URI r i � � , , , I I - I - .. ,r. 0 " I � : : " 4 � 0 I , ; ; 4 I I � I 0 i i 0 1i I , I I - ,I 11 1 ; I . . I I' Na, " 1, I *1* MAY '� NJ . A . m • I I I ; ' . I � I I MAX. I'll %, MAX I � PANEL L13,07111 " " - """' ""G", " �� I I, � PAN[' LENMH � rrr � f, 6' -AWL LE.ICIN ' ` 0 ; (SEE LLCIIIATION I " i' ; 1; I (. CIEVA�LD" . , , I SIT I / F I 11 .. LLIVAT" " I f (SEIF ELLVAIna" I ' N '. .'� � on SHEET 12) 4 f I t ON SHEET !2) I I ON S-Ev 1 1 �- 1Z I 04 SII 17 !, IR t : i t--sEPA,N,-Io- 4, : : I I I , "p".11 -1 : . I -0 •1-MILS I I I I I " ----- , I. - -,--j A 10 GLASS 11 11 I I � I - I � I : � A � � L,7 f � - : � L I , L T A I 'i " I. `7 I : , I, � I I f ' - I I � : I I I� I : � L' I 1) L '�) r : 0 1 i I : FOR A I I : L ��s I ED. r) - I I � T�' L"'.. 1 1�2 1 1 . I " 2 I : I I . - : . � I � i I I 0 IT vr I . - - --- 0 1 I I � I � I f-'.1:! I , ,'�' I 4=7 , �- .r 1':IM ! .- ED I -1 � . ", , I , ..' � , C�' � " I . - i � �/4- I I - . I I to � Es .0= .1, "',- ED � r' , =.� � I I , � - -- --, I, .�� III � At 11 t � �. � At .1- , . V, , � • :1 I - I . f :� il I I 4 'i . �: 1/,'0 '.I ,IN "I !/.-. .AI 1 ;'14'. 7AAC . . 'i4*0 7APCON AuNctVI. 0 2t) C AW'OR At 9, I) C AMI 9 9* r C ANCHOR a S. cc 1XW, ,STAUJIfEr, CC.ZIRIITr IN POURED CAIACRETE CIA Cxts-'W� N'Rtfn c"I-RI-TE UHF.EASTINd POURED CONCIRETE OR � Lr,Ix*uTE: 9XIII REQUIRE& M11" �� PERE eq.CCA; REOuIRID .EI CCOKFI 1,IhIW RLICK0441' rQKRFTE SLOCA, WOVIRED faECTION R-1-A SECTION R-1 5ECIION R-2A =M-3=211 9 RMLAR PANELS 9 LIFE SAFETY PANE 9-MULAR PANELS F SAFETY PANEL S_" WALL. MOUNTINGS WA-4L MMMS0 I ScIvE I/a-` 1111`111'�"W ...... lq, �"a' rite I IV", tI , .... 1. '.- /S' "". SEE S.Ers Ih a Is ro. ANC.-.'" I ANCHOR INK - TIM It SI .7 .1'1*LLAT*NS ..", I uPaeA wow nv1K 11twum95 NNIM.,W ANCHM S"I .0 U!"Mu. -------- ANNNIAN AWIDA, INAMAINt QI,' 3 --T- --." C.- V.) [ME MILANCE ARE .ISA1IE'='TD I SCHEOU,L FOR t 1) LESS &). v-HEDva REDICA A'A"CA VIr - - ,NITAIKA "At QwANw MAN, E,,) --- I -- AM& WIT awm = - FAIaOR art k"kTAPI SPAI $1,00% LN 9:1.1QUILE V, TK fDLLOc '4:11"ItS MR BIG OPMAIAON to IR "S"'LL' , "r 03e REDUCED SPACING DMANNED 16M . Ita, IALIW $HALL NOT ER ILA AI TNN 2 lfl* INAIAMLI SPMcAI AMLHOP --t G. =-Olm""' I' - I i -- - - I z .!J'- -- - . �47 --.1 VIICEN . $I- '...!IiCl 1.' 11 � I : � = .. No. 44167 ". = FLORIDA BUILDING CODE (Won Nth Voiocily Hurricane Zortg)Pal S I = . - •.. =*1 = S ':� -1 : * z STALE(IF '� , - -'o,. r' w ! PANEL -for . - . --- ! 24 GAGE GALVANIZED STEEL STORM P :A W, Don p(i � , , , I I,- zi , �II' , � I I OREOr °!---�-- -� - ---. I - � ' W/V/u" I PLOBAL PROTECTION PRODUCTS, LLC. WT / IILIIECO,. I .1 b IT . I, 11 -- ---� 1I "It"ANI, .•ENC,.Ere`AAAI COM" ,4CA. - V 1.x ANT CA. , x"'. I --- ,,f li;�R;Ri-/�"- - .. - - NA - - - I, ... � , .!:IA:- - - - - I .04 :.Am-.," '. Ivs-, 20-175 - L- i - I- - - - m%ANAI c7_ =711 I - AI j!I .��!L� A� 'Iu,�' � �.' F=11=1� J - I - -- - -- ---.-.--- ------ -- -- ------- --.--. . - ---- - IN 3-TALLAT!O.14 DETAILS FOR LIFE SAFETY -PAN 1 j I NTQ I --W99k--$-1RU-qTURES r-- - - .. -- --- -- -I I 1..' '11300 HEADER . 4,001) NWff ofoumm : 4-' - RI I I - - I V - IJ4 * - IAPCIDN r___ , - -� YII 1AF=,I, #A-* LI-0 9, Cc I I "KHop 0 9, 6 c . � � -1" (tr , i '€"r. � -44 4 -L- - �'. I, 1/7' ve 1 I M1/4' , . -- -.1--1:.:4 M, T' IW. , I M. r�1 I I - I - I - I I - I � [ - I - ! I --. ' �L i I " 11 C1 "I Z 1, : , - - - �-X''N ; I A . I � I AI,I, .. , .", I '* N IF .. , , '��.p r . 'I. -a�a i I CLASS N At .1 9W " " ' 'I, � , ;; I LOI %k' r-q) 11� I , ! I I 1( 1 W TOP IMAM C, 'i " I � 'L" MAX I :: 4W I � I %, AI It - I PANEL Lf-I , A I PAPILL LILNC�, 1 -4 - I 6' kStf. ELEVATION , I I I I .i ; I (SEE EUEVATACh 4 I I I ON SHEET 12', �11 I - ; ON SHEr 12) � - I I � 1, a .� I I I I R I . 4 A ... I, '�- I- NL, I - ,I �p i [ ".. ;-Ap"IATsOm .j � " I 0 GLASS � ! � II I' UH, 1" I 1, 1) IPS&PARI : . m, - 0 1 I .1 GLASS I I . I -X I I - 5, L-- - I f4l -- : I I=; I I I . 1 . 0 vr . I I I A, .,Ir 0. i I cc ' ! Fp 'Amjp�r I im: : � � ' I I I ' I I I ' * ,- : -1 . - I I - - 1 -10,AI � ' I , I � , I EG I I I I E I 0 - . ".' - i I I I �- -- - -- -1 I 1 i 2-.4, RICCI : 2'..' 0001) , -I . PLATT. I i PLATE I i I I � I � �� REOLARED I I /4'0 PAMELVATE PLUS PrOLARID1 I ! � - i,'4'0 CWFLAAATE P" � I .1. , f. -I AtKWA 0 12 1/2* Or ! . � I� � I � I , , I r.i ANC- " I I I r i ALTERNATIVE M ALTERNATIVE R-3 O REGULAR 9-UFj-.UEETY PANEL r71111m7FW-9T'AI5-ip SCIII 1'ra-t` I NSTAELAT`dDN ARE ONLY VALID FOR MAX. A.S D DESIGN PRESSURE RATINGS (p x.f) AND AANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2 FOR NEW *DOD FRAM CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE No 7. W/ SPECIFIC DENSITY OF 0.55 OR EOLMIL I I - --- -- . -- --- -- -. - .1 ...... 'T ........ , . I, 1, 14'��vl!t-...'Lt/P-" tf-",,CENjj`-"�1\ . - , . .FLORIDA . . BUILDING CODE (H., HIgh Velocily H,, iconAL Zone ;; - I :: ! ev * - � - I 7 . . � * - ,, AI A. I : 3 24 GAGE GALVANIZED STEEL STORM PANEL . 'O'. - III I STATE Of .' -t' z �- . _- . -- r - r ------ -" e ;'t A, I , - "� MML PROTECTION PRODUCTS. LLC. mm/Im . P'. 1!�D.' �'4' j I - _� _ I � : :1 1: S 0�- � �' � �� :!IC / I IL I E C 0 ... OITE ; ?.�. "� Io TESTING & EMINNEXIIING COMPNOT I . I, vrw_v - "I'l4r-IONAIL I ;,, ,�,/,-�� MAIL, .. Y. � % m "MINA, ANARINAL ft - MAL. A 313-ARSHINN."', , " , � � � � _ . "'Ho"'N"I"I i '/ . "e - IMI.- - =I I-IAML %M'W"& I- 20-175 - . �.! --TiI - -7-';II- NINI.4 NA Pr ,,U,"IaIL%xTu0I "I `A!T*ff"` , I -1 eAW - 1. 1. - � .. 01 .9 -- ______r,o . , I - --- - .m LI, i AI L - I a (3.) CD (-- (f) -0 - F10 > (3.) r- -"-j 0 L- (L) L- 0- = 0 -0 0 (L) r-- 0- im -0 L- 0- . U-) m ( -) (D -I.., (1) -+-- .- = (a) = -0 M (D-0-0 -(/) m in = 0 0-2- L- ED- = L- - -2 Q) 3: m 0 m I,- m M 0 > L- U) C- (3.) m - In W 4-j 0- F-- -0 . = C/) A< JUL, i 023 irtual Reliew Assist. Inc. , review C pleted and approve�-111 ance wit the 2020 FBC 7th Edition . , 0011,-. A , I ( lahr PX2390 t� , (n I( L. 1) (D 21) -+--i +-j U) = m > 0 L- C/) c- 0- (3) 0 0 C Z3 -0 m 0 4- 0- U (a) (f) L. 00 :3 LU :E < = z -j n SHEET NO, SH 1.4 I 11 I - 1- - - -- - -- *Ez I/ 1 8. EZIW/18 ANCOORS Il allotItCroiN, C11 AL $I TIFILUATIVE! I CIN S�iitl let 1. ,1 I' I. . '. - - -- M,, , miI .10§i L - Noll! I � - - - -------- ----.--.-- --- ---- ---- - .- , - 11 . --- — , ,,- -- - - - - --- ----- T � --- -1i .--- -- - - - - -S- --- 3'I 1 . 'Ll - - 1-= ---J" - - ---�l a---J I ,----. -----, , PO�I, I'lo � Ll' ---F7?F'T — -- -- r--T - "-Irl --r? , lo - --- 1 ,� ? I ti� -111 � I to m i Ill, : 17 I I , I � 11�-: - 11 ,f - I i -- -V � I - . I � � � I i - - I I 7 I — I I � I I I � � PAVIT! � �� I 71-iLT-'ITAIJI l - , �,ilir�s,'�, 14i,ELL I jv,li�j�", I I , I J. Awl 1 , 1 jl,l; -'ANT , p .'', � I I ,IT I, I I I I " �' � . I i I I : I 6 j i �, , I I --'-"--I -AiL, I i I � � F � , I � 1 .1 - ' 111,1JI Ill � � �, . I �.r -- I . F I w - � . - A - I * . - - I I-- I I . I I'l Is � I 1 , . - 11 , I � I T I � i 21.I`Lr1-1` "T"IlLI, - I 'f :""I.,' I, I I ftwo .tS l '-�0 LA, i�- 4' C,11a-,� �� o'll,'Ll,11,1 I I I I , -.----I----- I- - I � . -- I - � I 7 til I I I I � - ll� , - -- � - - L*V,l /IlA - 11 VVI I a - - I R HE 00 -E SYST !--2 0 -Z HAW3 STQ 4 � �,, aex' -Gw I SECTION A -A . A, .... "�`�"Ieil L-A,� -, --- - "o", V- A 17't, . - - - - �j "'"'ll.-I—i - , � ", -��M-: ' ' , �. l , �� "I'll " i - z d® 4 -1, 1 CI�- ` r�l , - - I * - * z , . * . - - �� . -�,I t . IFI � - i: o . - / - I I S TO E -j , , , - �, , A , , L� , , = o - "I'lo", .� ", " ar � , -- IS - � , 0:-,,, - % �my K' A, : I El`-JGlNF-EEL' iNc3 ExE-RiessPI" PROOI EVALUATI101l POPT , Sar-aeo-orMej $5.2m, AI %lak,*lsI?I - R- u Fx Plower Idurnbe, 20"31543 Prolock Matioracturer' Ali Arreencan Sneders aUJ r,rass MlewMclUter ArIldress 1540 Doill Road VVE,sa Paim Beach FL wWIY P.-'l NULLMA, At oescraition 24t"Ja Galvanill Steel Storro Italines tLel "latee InIpec,l Relol Scope of Evalua fion : This Fir od -1 E;IDI . ,ll ir, Ill I , , ,t III ,' , , I ,Ir, ". with t1j, , 1%i ,T-I,rits of Floida ,).,...fv ('I 8U,,, : lu`fir- I L4 III - � I , ,.:corn Role Chanel, 11 6 I I 3 005 F " � , II,, :, 1 d ar-over has tral tested treil eViee,eel' I I , � : . lehna, Cedir Seventh Edition i2020, �: I - I L I .,-," by Me Il ITE-enaltrat"on Elf thL PfARI"' I tL Ll T I " !�' I. �j ,] 1 4 L F I l L I -I,, rhooftlacations 04 levelooll Substantiating Data I PR II �VALLIATION QO&UMEK§ EA alraivLN V-20, 11 543 litlea �24I;la G.Narl Shel Stom Pirriest, diVKZ & N-n-KvI .hel 1 5 pre.pated Litt En6jole'ring E%Iwt-s storid & sealed by Frank Benriarda I E is an whites ll or less Evaloation Rerson . TESTREPORTS kirlitol -itat,cstrucuoi�wiotmanwtvasb"n�ested�f,"c,�i��tiort,wiMTAL.'��4T,�t�s�%ti,id,a�ospcip�,%I lsldls� #BT-Al 117�00 I by Beickwallill Tesoto Let , tar "rress46nirr,"ctiestsimlceaoAcvck�k�,idi�Vwqfo¢ Tm�,i-.o�igstooz,pI [��oriIrac�or�:!,,tn��eart .-�TAS 101 and TA . S 203 test standaTels pei� test lopo;V%� 00T INSG� �7-001 tjI filsickwatef Tell inio . STRUCTURAL INGINEEFJNG CALCULATIONS Sueclural erigineanng calclAoriceirs tUrive (oEMIL p,opsill wturb 0"Iel time itiodow itimel ,:omvaralive and/or loemnat .finery es to quality ths, turtemlier design answer I hila*wItur, Alloosl Scars 2 Mirerrion, AIl,s,MIINM Spell, 3 kiltnfmuel,5.Ihss Scr,stafim, 4 Anchor Soocmd - I 6 1) S,.,j I , L ' AIFNoli SUITE 106, OFEAVIELD 61I FLOl 314i toll 354-0660 1 (866) 196-9994 TE-m9FE-.uINFFAiNrIEXoRESF.00" ENCANIIIIIIASIt,f 'll I. - t — -- l4" �', L , 1, ;-, --, "-', 4 -,A� - - I I , T L ,�'; �- '� T L�, 1�� It , I - �1, �, ,',� , 1 ;-' -��7 - T - � �� (; , i i 1---1—.---------------1 [T_—V,7 L ,- -, 1 , - II, I I I '' I .l;.,fPtj I ,�,U .�,,F. 0,k-,�` �� " I - - � I 7rlr,TiYll'- lll'iAK. � I � , I �, 11 I , l-' 't' 71 -IIJIL IFL�t 51l,LIL ,s; r, T -0 �mN V -': ' - IT ,111, I i ,-11ffT1,St`,'r 1� 1-TClL PLIIPI�,41,3111,- L�t - T,�c � % ,�,` ,I, ,I : I ! L.LIr 1� I i I I IT IF V TrIt -XW, A1,,L -,,nJfl-'- IT LtT� I - I ' tJ* I IT - i ,LIVI��- C�x t:,I'p :�I"I.I,0' . 1, ll� t, . ;,,�, 1, I F *11I 1, 14lsl ,,, I I 17i,, -l=,I:L,,I, LF FA-f,VERI MAI 1-1, !" '".�, T cI`I! PAND I i - , I, - T - --- , - 11, 1, I ,,� T l � 1 , , , u 1 . , , AI- 1�4! ± - . I , lL:i I -% T i I. - I L, ; :I, ., , 'T -- -- -- — - ---... -- � - -1 I - IL11,Ml ll,`- - 14 GAr - " -- 2 -- - A GALvANIZED STEEL SIGRW PANEL I .-� , " I � I, GJAOBAL PROTECTION PRODUCTS, L�'C.� ,"I'Ilp 11LIEC 0 --c 11 � - I -1 _j -L, -f-srl-r,I It i5w..'I'VeMs �- - - � - - IT . - — , = e- , -- ,-J IT l I- � = -I -- _--- r�-� �--,--,,�l I ,,-It� I ..."t -- -- �-C,IoIl .;:--.-`----.�- m I -s'r" 7:u!q-- � - , -- -- , - -1. I '... � I I I I IL!, -X T, 1watte : III , ,all Nmcili.all 1;btrucir, and filass - : Spa (el0,,alII.wj Steel 4,wrrh panels PI 33% increase in aeol,rable stress has beer, used In I design or This pl,aducl separ,abo. Oure ousenp,% ,lot 'equed io, 'rishimae"m "tsoe .1 ItInd zone 4 and asseel Mzqdll limpacti Resistance - I. A" ,)a Impact Resmhanc, h- been 1--o"maled as #-Jeectel le Vemaina,l, Isted i �-f ,ep,l -,ILI a, c,inl in -IT the titIplis,~el; de"IT or this pp,mlurl Wind Load Resistance TINS V.-AJw I. llo:l; wle u-S-4 re 'llesset Aland loads as "Idicassel If, the s(ed, SCLIMCIUMILS) car that ,espIl El oducif eval'al owuneent (I III ringlietionrig dra'engr Installation That product shall aeorsialled in strict conirlital .Llh ill, Isisporl'I Flielucl Evolleati- U.-t.Linent (I , an7neetingliawill JlsV vv;Wta aWcomLUohanls nohc dThwaLn Prf)duciconipofwi"shilltie oltr,eTI)PRa!irlatl-,Iv,:3nea[h"I[tsotpoodu(,tsresc*c:¢wePr,,JuctEok�t,wt..n NLeliffienl Il n eopmVe'nig dra,rl Lemitations & Conditions at Use: Use al (rub product sitar ram. sued isecoldimerce, with Ilia ,issriecliwe Pirud.cl E-klaloie D-Linll Ir..A itingureenrip drawnIll) as rioted herion Ail supporling new strudel stall be htsIgised to 4VAILAI all qlatirruposed Linda and she" he of o I-1, I , IT Wed in this pfl Is respective anchor -r.hol Wylersoructwe rrindlillons which an, not accil trey' in this produil s iospectIve anuhrm schedule Khall he nesqrl Pot aiI a Site "Wil; basis N a 109ishMI Inoliesswrial engme., Ail ,,Airdioneras whil ais permarwittomitak-Al ill be �qulacled agaffeAt crunsion cordarrithimion arij Will such darrimil A *1 firl This, pol has been d"ned to, ase with. and o.hade [be High Vi5lil enuol Zone lHVH7-i Resilwfull.s --_s - ;�- - .. . -,-� ire L 1-�, � 'Les, I Frank Berturdo, ILE Ehlamumm Expial 41+004il 1 Csol Vlorh 98'8� - — -- 160 SVV !2'- A,vENlis StUTTE 106, [)EERI7l EIRACTI, FlieRm. 11442 41954p 354-0660 l 18661 396 91999 T1A0vif"1ISfFRINrtA1AF1l Esirlf"HAIL-Il"';- tel. , / �* "I .1 "L � .... _ � _rl,,r.� . 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III MAXIMUM At I QVI , - -1 , I., A DESIGN PP,F;S9 IRIS: �� -,,L - I-,l L I - I -,[I-,rqi � 1- I I � DESIGN NOTES: 1�� M`;FiT71-NFRFi -1,177 -V1F5lQ'N Fit I i . ,j.L I,LA."IED il 7 I' FOR USE VdTL` TiIj5f'tTEM "ItAl IL I[r,I,LL,E[-ER I i IIEPAIl EhCia4URjW,: IhA�'CORLIAI*-E A[Tli7rifi Glo', EPINTW4 ClOVII. rVESSU Ro R� � Nis AS K I,R,11NIM, ; ILEWINED Th AC�MPIDA 9Ct ASCA eND CHAVIR i� L�Iev-,,W r4 ttLOPIrd,l EKITLII rrX.,r L�t,14LL BE LESA I'll I ,)P �r', " l T4'� 1`� " - Tll,lF tIP, L,Ei:Al IVE LEMCN � I . l � I: . �F I N � A°'t,LLJFS LISI'll Hil FOR AIII i'� ;I L i �F�t I �- �- I it `I : � -Tyr -lttl.P^ ,hr I&'L I,— .-,r.'r-,E, I. , ,Lil I r L .T-� uj;',,AwCc � - I- I - - - 7k wpiz At" : 4K, " �I %l,9AlL31lVfIS`tTsA7e ,!: �11.-- L-wr!I 11"ll MAI il "'t � �" , .1l I 14 1.6 L, I 1-1 I I I I 1 It, I)B-, I ,, �� . - HAUL w EmsoNSIII , I:It - , I ,NM , T [T �I, Al-. 7AL,s , �1- IlVr& "OfIT'FIl.l", �'e l'oprni11wotft VL L irlr N.0 Lf-p Ir " i� 1 -1 ,I le-, , I F.INI- � I I E -:� -11 - "I 17 L ' 1� , - I,, : I - l - ,i - - C I 7 I I I I .II I T Il I II, .6LL a AL - K- -- � 9 TT "" ,_, �,_ . 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III MAXIMUM At I QVI , - -1 , I., A DESIGN PP,F;S9 IRIS: �� -,,L - I-,l L I - I -,[I-,rqi � 1- I I � DESIGN NOTES: 1�� M`;FiT71-NFRFi -1,177 -V1F5lQ'N Fit I i . ,j.L I,LA."IED il 7 I' FOR USE VdTL` TiIj5f'tTEM "ItAl IL I[r,I,LL,E[-ER I i IIEPAIl EhCia4URjW,: IhA�'CORLIAI*-E A[Tli7rifi Glo', EPINTW4 ClOVII. rVESSU Ro R� � Nis AS K I,R,11NIM, ; ILEWINED Th AC�MPIDA 9Ct ASCA eND CHAVIR i� L�Iev-,,W r4 ttLOPIrd,l EKITLII rrX.,r L�t,14LL BE LESA I'll I ,)P �r', " l T4'� 1`� " - Tll,lF tIP, L,Ei:Al IVE LEMCN � I . l � I: . �F I N � A°'t,LLJFS LISI'll Hil FOR AIII i'� ;I L i �F�t I �- �- I it `I : � -Tyr -lttl.P^ ,hr I&'L I,— .-,r.'r-,E, I. , ,Lil I r L .T-� uj;',,AwCc � - I- I - - - 7k wpiz At" : 4K, " �I %l,9AlL31lVfIS`tTsA7e ,!: �11.-- L-wr!I 11"ll MAI il "'t � �" , .1l I 14 1.6 L, I 1-1 I I I I 1 It, I)B-, I ,, �� . - HAUL w EmsoNSIII , I:It - , I ,NM , T [T �I, Al-. 7AL,s , �1- IlVr& "OfIT'FIl.l", �'e l'oprni11wotft VL L irlr N.0 Lf-p Ir " i� 1 -1 ,I le-, , I F.INI- � I I E -:� -11 - "I 17 L ' 1� , - I,, : I - l - ,i - - C I 7 I I I I .II I T Il I II, .6LL a AL - K- -- � 9 TT "" ,_, �,_ . 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I �V , I ,R. olc(L 3 L - I 0, ,1 " 41r.I Wo' 9 1-1- 2-6-0 AL I L I,-5 160, 140, 71D- 1 [auuumm="t , 15L, To 14 - " - ,2 v " r- n i 721 -115- 11191 9-51, 1251, %5 I" 9.6.1 5 I 12 S' mo, I ; - rmKto 1Q, ,71'. III 0, Ike, !�, 5- 14,0'' L3 r 12.5, )l A . III 1 11. L , 'I'LLP ITT... 41 I.117, 11.0, , ts3l L �` J. ALI�. S21$ - 16.0 S, 9 1 '� - � �, -al 0 f , 49 -L�� Iz F lu 91 1�- � - " 2-1-Y mi, 9.1 - '2 ta V I49" 16 ,T' 12 W, 'A u. 9. yel Vw Eillea, It L, 91 IS 9161, � 31, 12 I", I 51, jale " 3. Ali — — 4" -, M- Lt a, I zr�t � Tz .. I- - il � �- I T- - "X Y77 , � - - wi3OV III 1*6 1 S' 25 A, 5 ELI IF T7 � q; '4' 1 �� ! - !� 1* 2, 4g -,;,; A " - A ul ,I ,ly I j- 't . , -,7! R NOTES: �- 44L' I1,13VAIM AD ITNI IILII- IIMI -INT1 E 5I IDeP PASTENEr, SWNG, THE EXISTInG slaUC.-URLE rAALK GN LGAE, SPAI (;l Fit tMAN OR EQLAL TG `�Slgl SPAN 5EL6-t COINNE. I PPs?,Pl ING CLAVIII (SEE MOLLNI fFTAJLS ON rHEEI'-F Mil , �sj I7TI171-1I'l,t-'11N1VITi-l WJUNI'llil F)IIIHM I- 'snEkSPAlONG --Il vALLe3i'LiP f - -,uIlTP L P �CDOMIEIIDAT`l el.lt'.' I -I L�TlIL� FVRL --sALL .01NIT.Il T TIM CIAL �-- 1, -1 � I ' 'm PIMSIEr'"mT 11k,ILt BE As wl IN ANCW,R sil , ! 7, , , �- r ---Ilt 1�-1 " TAIRIECTC'llt,k'W . I - 7 - I 'r T 11 RUI7 LIRE - ; :,I PFIN 5-il P,F FSK'IZl ---. - I la I �L -',k, , LoIQIIATI, te� FP,AMNG "Frill 446T .I YlAr"'ll , it INS ITIR ll CLO",Uriffoll ICT glelillf FACE Of SI JU FRAMING F,: L . Ji'D I CEILTERry-If'.' 5, - FF"ll, I L IF G.0 S OA Garat I LI - - I"I-C. ALL Kailel L - -,r :1 ot 111�WIIF , L .' . " - - ENGAUsel -_J-Tl�l ,,' HEAQ, Oil will Il I I . - L F- L Olii I T ACCERTAfi.E ,--- -5 * I l lL T I I' It I � 1; I I I - I -T V - w,), T� IM V S - . S 12.1 15.0 lise, 101 lz,v 14 V 32. 14.1 *- 51 11 7 ,to iT I- " ,,. Si ay' Eat"'. le... "' lt,,E� I : 511,11, i$ Si L2 5" 11.1) 10 3' 12 5 , , 91 9.1 125 534 3.3 �i - --�!�,- 324 2 0. a siErIl 4MILIES TIC - F90LkL-.,- LliReFIFET .FLj, BUT C LE ANO-IOR 5ml MAAIMUM ALI.71000I i,eANS, PAL) PRZ5SQIAi PAPS . 0 F�T DE51G04LCAD�RE-ATERl-I.eNOREE,-JALTnW,ATTVtr,M, Alt `la C' AS ilia I, F;E 0IS"mal Fx<%UhF5 �7 ,H • : '&IOODFRAgi@!$G,E,IISTii.C:,Vi��iif,it,�r��A - 7!Jtl (%. I EEGE C,19TANC l. 5 s 6,]', I I-L''Dl 311911r a1 L r::. THE ANCIIIII 5�7H'-W,-Etr Lr= " - 11 - I - � :-'-I,- �� - 1 L I - "I I � I - ;C , . , " . ,, I , a th i ou il}l i —, z t ;a 1i luomi , M"M-V&iPrw 20-3 1543 Roilete, I - . I I 6 6,�� 1 z? I .j (D =` +--a Z3 Cz > 0 L- 0- (/) CL < C-) (1) =) -a (110 " CL 0 (a) C/) " Cz L. m Z3 Lu 2E 2: z < I n ' SHEET NO, SH 1.5 fz 0Cz I 0 . ,s qlrtuak R0 " w ved tete6aFBcj1h Edt, an 3MPI01t n,mahr Pl230 I'uebra I Assist, vId inc roved feted Review COkhe 2a2D ANCHOR SPACING SCHEDULE: 24I'AUGE -YVAELS 00JELFA51EI'll 4 12 5" I- - -' --'.-�6TANI r ----' 3� MISE 61 -1 oft"m �' W. V, Ile is - [1-� . L M- I'lies'"Ite taoil "e! -�* "I'll I -,-,-�- - till .1 - i I 1.11 I r-- - tIl,s' L I 1 --- 91 ` I , T � i -,-FT.-4- -lit I 71 , I �- -- I;,5 Ill, 0 , I, o �� L,L 1� - -I IlIeIl 17 5 I, I I L!L , , i !� , I. + CIT - I: C - ,?N l .0 ---T- - L� I , ` [ IOWANOA 'I �L I , V L-' , I I lhll.-- 1 , I Ilf, ou -2-' -Ll! 55 "�' 1- 1, t , � � .; , , , I .I IR;Rrl�-11; , Lj I , � , 57 171, , I " ,Is�,I , e, .� . I —l�, 1 1 T jo 61, - � il I 7, �IoAi' _ I -- --- .- -.-r - - - t"11 I- —zl-- — ------ - I—LI — - -- -- ,I- - a � - I :�jr" � , ;7;W - - .-All- . . .�,Wr - �; 11 'S ,- - II, f 1, � '3 � S : �'-.. T'�"�-.-` 4 0 ' . ' "I III I �I,+ z it 2 t 1- I , i r I, Ill. A-Tj- -- -- — - - e-ml 501 It, SIT, I It-3 - ,q I I I I I I—— Z, � 11-.4�1,_s_s7 ,i3� , "i-L'T , ��, , --'., i,a,). I -',._- _*. -- fz 0Cz I 0 . ,s qlrtuak R0 " w ved tete6aFBcj1h Edt, an 3MPI01t n,mahr Pl230 I'uebra I Assist, vId inc roved feted Review COkhe 2a2D ANCHOR SPACING SCHEDULE: 24I'AUGE -YVAELS 00JELFA51EI'll 4 12 5" I- - -' --'.-�6TANI r ----' 3� MISE 61 -1 oft"m �' W. V, Ile is - [1-� . L M- I'lies'"Ite taoil "e! -�* "I'll I -,-,-�- - till .1 - i I 1.11 I r-- - tIl,s' L I 1 --- 91 ` I , T � i -,-FT.-4- -lit I 71 , I �- -- I;,5 Ill, 0 , I, o �� L,L 1� - -I IlIeIl 17 5 I, I I L!L , , i !� , I. + CIT - I: C - ,?N l .0 ---T- - L� I , ` [ IOWANOA 'I �L I , V L-' , I I lhll.-- 1 , I Ilf, ou -2-' -Ll! 55 "�' 1- 1, t , � � .; , , , I .I IR;Rrl�-11; , Lj I , � , 57 171, , I " ,Is�,I , e, .� . I —l�, 1 1 T jo 61, - � il I 7, �IoAi' _ I -- --- .- -.-r - - - t"11 I- —zl-- — ------ - I—LI — - -- -- ,I- - a � - I :�jr" � , ;7;W - - .-All- . . .�,Wr - �; 11 'S ,- - II, f 1, � '3 � S : �'-.. T'�"�-.-` 4 0 ' . ' "I III I �I,+ z it 2 t 1- I , i r I, Ill. A-Tj- -- -- — - - e-ml 501 It, SIT, I It-3 - ,q I I I I I I—— Z, � 11-.4�1,_s_s7 ,i3� , "i-L'T , ��, , --'., i,a,). I -',._- _*. -- L I! I I II' I I'I'II r THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 31E" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT � WINDOW BUCK TO OUTSIDE EDGE OF .. `' MASONRY WINDOW BUCK • ` 2) SEALANT JOINT 5) SEALANT FROM ' ` INSIDE EDGE OF WINDOW FRAME r .S WINDOW BLICK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3.14" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE %r SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE -�� BARRIER FOLD UP WEATHER RESISTIVE BARRIER & ~' TEMPORARILY SECURE Sri WOOD FRAML GC-NSTi- -9EXTERIOR SELF -ADHERED FLASHI JCS SHEATHING BY LAPPING DOWN OVER RIM JOIST AND U �+x WAIL BY 6 IN WEATHER RESISITIVE BARRIER tiEAL TOP i 1.11 .]MISTS- UNDER DECKING ;SEE DETAIL WPO, , --ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS / 1 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for ifashing installation 2. Self -adhered flashing plus head flashing under j �} weather resistive barrier 3. Fold weather resistive barner back over head flashing and seal with tape 2� SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s DONO BOTTO FLANG- SELF-ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS t LHJrnlVla r�„Jrniv SELF -ADHERED FLASHING DECK JOIST VSI1ING �2� WP04 E AM �d 21 f WP07 2x FRAMEWALL- -..-_ TILE FINISH------_ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK---__- __ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0 in each detail that Corrresponds to the numbered items in the list of instructions t),elow: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building Pape, (PER SEAT DEPTH)- -- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT -� 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) SLOPED MUD BED 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN S. Mechanically fasten as necessary 1'4" PER PLAN SHOWER SEAT A., A I i I F R RESIS-HVL L3ARi�1Fl1 v___-WINDOW UN►F FLASHING REQUIREMENTS D-,OR ROUGH OPENING SLOPE (n 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -0 > „44 U did 1 BEAD OF CONS T H (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. Q1 0 ADHESIVE: TO BE APPLIt. D UNI)ER SELF -ADHERED FLASHING Q� 0- 0 G F THP,ii(U :)I OF DOOR +"tiND � 0. x-- RE rltliN I, JP JAh18 TI LtQtW) I EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CIO OR EQUAL '°"'..A `:'FI` NAII > CAUL I'R;_x;l cAULKIN(s CI~MT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of •� () �. ~� +� BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C � C CCf Cn SLL F-ADHERE) E I ASHIiVti - v V WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other - - approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,�' PP pP � 9 P pp � �, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other tQ }. Ca - --�`- - approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt C O > RIM JOIST -- '> - felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '- (3) 0 SE-LF-ADHERED FLASHING EXTERIOP DOOR WITH DECK - SECTION A 114%1" BEAD OFF CC ASTH ADHESIVE TO BE F, 'PL.IEI. THRESHOLD OF D( OR AN UPJAMB6 US_L )UIDN OR EQUAL. WEATH R PRC SE C'TION-A (SEE DE NIL WPt SEL F-ADHERED FU HIN( SEAL TOPS OF )IS I S UNDER DECKIN1 (SEE DETAIL WP h SEL F-ADHER ':SELF-ADHERFD FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z i Q IL 0 W I W Lu w I w o a a 4`f appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. t 3 cu . V �./"/ ) `y R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing. shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 �2 , individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING �� j ('� WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Y V PO 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, MECHANICALLY FASTEN IF RUBBERIZIsO RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. �- STALL St I V-W)H 4ED' NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ASH11NG J; MB &ICED THROUGH SELF -ADHERED ,E _ R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied AVFINc rE FLASHING SELF -ADHERED FLASH?NG-j- shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes NOD v IN.1.JN.' % EE 131=TAI Nr>o,, used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED -- entry Of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with L,-ADHFRFD r1 ti�IN ; = VE T ��LI1r�^ r-a the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and -EAPA(TEND A r, sN Mu .. �,ese �`s <E<N;� contraction. ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as PTIc_a+ Li VWOM ,TTOMO, flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings iI;SS" '" 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 JET, /� ` �.� r shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the ` - following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are i not provided, pan 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 2 \� drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. f�/ j'� SELF -ADHERED FLASHING \ j�/ �` 1A In accordance with FMA/AAMA 100, FMA/ AAfAA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. Y Y P�1 INSIDE CORNER Y Y POV 2.2.At the intersection of chimneys or other masonry construction with frame or stucco wails, with projecting lips on both sides under stucco copings. C -,•- Ground 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. _� -- _ ....... Water Re +stant Barrier7.7.At built-in autters. :LF-ADHERED FLASHING TCH HERED FLASHING i C4 ,5 WP08 PLASTER STOP t.0 iN EIi+EII'.)I I� rlAt'KEI�� ROU & `;LALANT r 1, E FOUNDATION WEEP SCREED ,T- ST. RIP QV SAF 1 L oRAINAGE PLANE VJRB - . BOND BREAK WRB 5r LATH WRAP DP WRB ONTO FHE- VFRTic Ai 9,.6RPACE Wi TUP OF �]i N(,t AS A,N AIR RAIR R 11_ F! - 12 Irx H FLAN(,E THIS GAP IS A RESULT OF NA70PAI SHRINKAGE �h�+ t T tiEAL _.ORIP S4.IFi::LU F'I.AS1!c','.; ACe 'ESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco M f 1 0 LEGEND SELF AD! IF REL1 FUkSH NG (SAF) DP,A+NA6E. 111r.NE ++3P) WEATHER RE515TANT BARRIER tWRB) BONG BREAK WEAFHE'R RESISTANT BARRIER- -- ---_. SELF I LIRRING (SF) LATH PLASTER ACCESSCTRy SHEATHING. YJSS'- PLYNIV000. DENSG1-ASS �7`RIIC'TURAL FRAM U �, i riUC r URAL sHEA THING . STRIP Of- SAF (;RAINAEjE_ PLANE VoRii BOND SHf:AK VJRB Sr .ASTER -- - 1 1-,NT1NI10115 RACKFR Rs,_, 1 A� SEALANT E MEN'f#TIO{15 F NISH "HESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. -„n",.____. ni__.__ dual Review assist. roved eview completed and 31 P h Edition ante with the 2020 FBC for comp Oehra Anne mahr �X2 00 7/8" Cement Plaster in accordance with AST-MC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. U) sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C)�' Q� 4► I C" ICU > CL CL a 0 U CIO Lu Z Z Q J SHEET NO. WP1 ■ 1 1 1 I f _ '_I !I 1-- -- --1 1 if --1— —1 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD 3-COAT SAND FINISH STUCCO STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ON SELF FURRING LATH ON 2- FINISH STUCCO ON SELF FURRING LATH ON LAYERS OF WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING BARRIER COMPLYING WITH COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN co SHINGLE WATER SHINGLE WATER SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING OVER WEEP SCREED TAPE EDGE OF COUNTER STARTER STRIP WEEP SCREED FLASHING WEEP SCREED— CONT SELF ADHERED CONT SELF ADHERED FLASHING TURN 3" UP WALL. FLASHING TURN 3" UP WALL COUNTER FLASHING 18 GA HEAD WALL FLASHING 18 GA HEAD WAIL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL UNDERLAYMENT UNDERLAYMENT z SHINGLE PER SPECS SHINGLE ROOF PER SPECS ---- SHINGLE ROOF PER SPECS 00 STEP FLASHING TO ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" UNDERLAYMENT z TURN UP WALL MIN 8" ,� ROOF SHEATHING ROOF UNDERLAYMENT TO -- ROOF SHEATHING PER PLAN TURN UP WALL MIN 8" _ PER PLAN �t ROOF SHEATHING PER PLAN 6" 6" NOTE: NOTE: ALL LATH AND LATH ALL LATH AND LATH ATTACHMENTS TO BE OUT OF ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL CORROSION -RESISTANT MATERIAL HEAD WALL RAKE WALL ROOFTO WALL - SHINGLE TO STUCCO WP12 _ ROOFTO V 3 , =1 -0 3 =1 -0 , TAPE EDGE OF HEAD TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON STUCCO ON FRAME - 7/8" 3-COAT SAND 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING FINISH STUCCO ON SELF FURRING LATH ON COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE RESISTIVE BARRIER BARRIER OVER WEEP SCREED BARRIER OVER WEEP SCREED OVER FLASHING MIN WEEP SCREED 00 WEEP SCREED - 50 STARTER STRIP HEAD WALL TRIM FLASHING TO RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND UNDERLAYMENT UNDERLAYMENT HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND CONT SELF ADHERED FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL -- MANUFACTURER INSTALLATION INSTRUCTIONS INSTRUCTIONS CONT BUTYL TAPE SEALANT PER Z' CLOSURE MANUFACTURER INSTALLATION 00 INSTRUCTIONS Z' CLOSURE Eo STANDING SEAM METAL Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF PER SPECS ROOF UNDERLAYMENT TO STANDING SEAM METAL TURN UP WALL MIN 8" ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" 40 ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--- ROOF SHEATHING PER PLAN ROOF SHEATHING ROOF SHEATHING NOTE: PER PLAN PER PLAN — ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL 0 HEAD WALL RAKE WALL ROOFTO WALL -STANDING SEAM ROOF TO STUCCO V1/P14 - ROOFTO U 3 , =1 -0 3 =1 -0 , v 9 I HEAD WALL 9 n HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS --- WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING-----, TAPE EDGE OF COUNTER FLASHING STARTER STRIP--_\ COUNTER FLASHING---_ CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS-----., STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT -- - ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8"�! STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"---- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"---- ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE cn SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j 5 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i O � AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O CD WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Ri a - EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO -� U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 Ca Ca cn R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O O O N HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED � � _ WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O Li- cu cu EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O �""' `~ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -p O O 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L L 0- MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E � 4O cu Q- BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Cif Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 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 wINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL MING COMPONENTS. W P 13 SELF ADHERED MEMBRA ES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT 0- WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN AV FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A °p REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. Re ew AS5�5'' a rove 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA � Rev 0250, oletea a F8C jth E io'� 2 2 ATI�EMI INTERSECTION CHIMNEYSMO 0.OR OTHER MASONR.y¢c.0 n ` ce CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. W P 15 THESE FLASHI G AND WATERPROOFING METHOD TO E USED. GENERAL (D a� cu 0— O O O L co M ■ ■ W Q Z Z Q J d 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" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----__ 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 00 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 'LE ROOF PER SPECS RLAYMENT TINGLE OVER EDGE SHEATHING 'LAN EDGE UB FASCIA ADHERED WRB TO 3LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD ;EALANT CO'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" kT SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING 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 Cu CU SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. .� > L U WALL SHEATHING PER PLAN N O }' O WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N Q O 2 BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Cu PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. � Cu Cu cn SHINGLE WATER RESISTIVE C>u -0 U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C _O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O L.L Cu FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O `'— BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O COUNTER FLASHING N i FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to � LO +r Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Ca a - LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F- -0 FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 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 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 - ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 16 BUILDING STRUCTURAL FRAMING COMPONENTS. 3If 1 1-011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi 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. KV V I-C Ulu C U C I HI L THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3 � —1 -0 - WP18 FLASHING AND WATERPROOFING METHODS TO BE USED. _ - • AAA' Virtual Review Assist. Inc. v Plans Review completed and approved for compliance with the 2020 FBC 7th Edition ley Dehra Anne Klahr PX2300 V w z z J 0- SHEET NO. WP 2.1