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HomeMy WebLinkAbout6439 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET M AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1ST AND 2ND FLOOR PLAN A 00 Q AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS i AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS &ROOF PLAN - - �,ay a AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME A6.1 1ST FLOOR ELECTRICAL PLAN o' � ' ;�/ BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS y Lo BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN p, BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES ' a M 2. WATER - FLOW RATE. U. , I ,,, 4 Q BLDG -BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTES PUBLIC FACILITIES LAV 0.5 G.P.M. u. . z BRD -BOARD PNT - PAINT FINISH o S3 FOUNDATION DETAILS �. ' W w BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. C�' �;, r� � BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS �j, + ¢ _ BUC - BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS t- �4,b , ` O S6 WALL SECTION DETAILS 4',• - - _ _ CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES SS RETRO FIT DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC ` '�,,•,1 CLG - CEILING PKT -POCKET ST STAIR DETAILS ., °. w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS w �� W CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES N N L E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > 0 o CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL p m N m CJ - CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS } o Y) � M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to V -0 - M DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E t DIA - DIAMETER SC - SOLID CORE 0 SH 1.3 HURRICANE SHUTTERS DIM -DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1 A HURRICANE SHUTTERS U ° < DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS ,N w aN DW - DISHWASHER SIM -SIMILAR CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS L• o E � DR -DOOR SHLVS -SHELVES ❑CHAP. 10 WP 2.0 WATERPROOFING DETAILS 70 0 ^ a DBL - DOUBLE S/R - SHELF & ROD 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 EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. 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 FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS LU FR DR - FRENCH DOOR VAC -VACUUM LU L� w < J � g o z GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR C7 W o 2 ¢ o a a Y o ° _o I- aw0�OZO�oommZ� U GA -GAUGE VERT - VERTICAL Q U ¢ a R _j W X o �' CL TO BE TEMPERED GLASS. (SECTION R308) Q CY CO o Z o- o o m o z GB -GRAB BAR VIF -VERIFY IN FIELD � _ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O ¢ ¢ o w � ° z w z O w Ov o a. Uj GWB - GYPSUM WALL BOARD WC - WATER CLOSET O Z ¢ o ¢ o ~ o o GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD -HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z CV INT - INTERIOR WD - WOOD W LVL -LAMINATED VENEER LUMBERA.4. WINDOW OPENINGS: 0� A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB S2 = ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (n Co if MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED J MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W V FRAME - MC - MEDICINE CABINET MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER C,rj OF DOOR Q- r A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z U O SURFACE TO FINISH SURFACE SYMBOL LEGEND. B. ALIGNMENT OF WALLS AND FINIISHES AS SCHEDUDE FINISH FOR LED SHALL BE R SHOWER z� BE STRAIGHT, TRUE AND (� PLUMB. W J O I I = STAIR CALL OUTHEIGHT OF q SHEET NUMBER STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: O CO INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES ' d' CFOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT l DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWSJULZ 1 23 ELEV NUMBER D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE e i 1 <--ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, Virtual Revie v As ist, Inc. LEDGER CALL OUT - SEE ans Review com P ete a d aRP y o e SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 ror m � LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE pliance with th 20 0 C t di ion < -ARROW SHOWS DRAWINGS. DIRECTION OF VIEW y bra Anne 3 MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o o c� M Lo N N IN Q N N I� M _OO a-)� �_ N O e- O Z O O Q O O O I O N � o 0 0 0 00 i L� w ni ri � ui co ' cr, >- 00 //� ZF- W QZ O W -� o W 130 Lo LE ()L)co N NARM �° oW>- Z a�a r- Q W o a LENNAR TAMPA DIVISION �In = m=��W � 4600 W CYPRESS ST SUITE 200 z NOTICE TO BUILDER & ALL SUBCONTRACTORS a. mg2 TAMPA, FL 33607 Q ZWW IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z V az 813.574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C s 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 N DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE May 8, 2023 2551 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET 2 F- LL F- 00 L aELEV 0'-3 1 /2' 30'-0" 15'-4" 6'-0" 8'-8" 2'-6" L2'-5 5/8" L 3'-10" L. T-6 3/8" t. 3'-4" 5'-4" X-2" 3'4' 2'-10" 22=0" HB M o L f-1-1 11 6 I S3 13'-2 3/8" S3 t[ Q46. BRG WALL I I 9 "v J J Q Q o B I N I I13 I m I q W GG I w I 33 I I o f3 L i i .; ° I a C.J. c— Fil- 13 - - -// 14 — — — — — — — — — — — — I c' L SINK \ ELEC 0 ----------- 10 — — — — ---- 7 — -- — — I v . ' I o - 1 ii O d 6 -2 3/4 " vii I SHWR O - o ii - &[3D Ili di i Ilii co I o a LO ------- --- I tn cc co 0 d I S3 II REF 0o i 6 , 4'-2 5/8" b 13 II BRG WALL -H-- At ----I D v I/H 10 G ° I S3 O I C.J.— O I I I 4 ELEV" r—- Z-- -- O a, a D Bcc I 13 � I S3 I I 13I I - Ln 13 I I o cq v o ——C.J_— I ---�-- 0 N------ --- I 0 M 9 V-4" 9'-10 7/8" I Z I SEE DETAIL D/S3 - co o I I FOR FRAME WALL I- 0 I TO CMU CONNECTIONS J c I I JB 13 J - S3 U i °° B - 1'-11" 3'-0" 1'-0" v HB C $„ A 00 -� o b c� A ?o C C Q Y ELEV. (-) 3 1 /2" 1'-4" 16-0" 1'-4" 8'-8" 1'-4" 10' U U_ 20'-0" 10'-0" ~ a- 00 30'-0" FOUNDATION PLAN A 1 /4" = 1'-011 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYPI 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: /. BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N O = FILLED CELL W/(1) #5 VERTICAL N ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLABLn = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) �~., Ln (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS'F�, a - ' `'.:'` ;xh OD m= WINDOW OPENING ABOVE PLUMBING NOTES: W ;'A FBC 7TH EDITION (2020) PLUMBING SECTION 604 "„ '„?' k•, _ 0 1. TANK TYPE WATER CLOSET VOLUME ".,.. ��d •,, , 1.6 GALLONS - - 2. WATER -FLOW RATE. o Z Q PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 0 NLE VTR LOCATIONS ARE APPROXIMATE AND MAY Qo � Vu CHANGE DUE TO JOBSITE CONDITIONS. _5� _ � di::) C3 t P LICENSED PLUMBER TO VERIFY AND HAS THE N V 0 -0 — r AUTHORITY TO CHANGE AS NEEDED. o O 8 2 •N .�. w 6� a9 O KEYNOTE LEGEND }�� o V CL 0 KEYNOTE ANNOTATION (/ 1/2" DP X 9-1/2" WIDE RECESS 0 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN O REF WASHER w W/H W �' Q J 00 Ir W W wD _j 0 �w� 0�O 9O UNDER SLAB ELECTRICAL CONDUIT Q H a o Z o o o S z a J 10 LAVATORY 0 OO Z �QQpWW9zLU W�o�� 0- 11 WATER CLOSET L� luj ¢~p °a7d¢ 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O 14 (3) BUC W/ HTT4 ON BOTTOM O Z N C FOOTING LEGEND O W TAG TYPE SIZE REINFORCING M O C THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q fA J L j C MONO FTG 20" x 20" DP (3) #5s CONT. % PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY < Lu fY < LO cyi CD1j MONO FTG 16" x 12" DP (2) #5s CONT. Q 00 Z U �— W w� (0 m J 121lns Virtual Revi w A sist Inc Plans Review corn let d nd 0 r¢v d for compliance with t Kt, hr P 130 bra Ann 0 I_+ 0 N 0 M 0 M 0 0 CD0 0 a a CDO 0 0 0 I ,^ w } o �- a CV o ro 0 0 ui o <o I Y J COZZ Q W -� CF)0 w zz 000 WU Ln �Zj O O F— Z wt=< LLLIq ~~O N lr Zo= ll1 a. ■ O zwo Ow Z U �Z� z F � 0 U CL _0 m z Z W Uj (.0 0 LAST PLOT DATE - Z 0 May 8, 2023 J MONO FOUNDATION PLAN A 7 5/8' ?x8 1EADER 3EE Q/S, (4) 12" DP SH O tN LO 7 IT �Go w P: ¢ TIE BED AT 8'-8" 8'-5 5/8" 2� SH 25 - co HBt REGRESS L' ti BEDROOM #2 10'-0" X 12'-4" 8'-8" CLG 30'-0" OVERALL 12'-6 3/8" 3 1/2" t" 5068 SGD GREAT ROOM , „ , „ 9'-0" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 000 u•) - 12-7 X 15-11 8'-8" CLG o - 00 O � (V 10" 5'-0" 6 6 6'-10 1/2" r 16-0 1 /4" 6" WALL 3 STUD E__j—N (2) 206qBF rBELOWN 4"1 R&S'-7" 9'-2 1 /4" 11 12'-10 5/8" M 2X4 KNEE WALL, TOP AT 34 1/2" I7 12 XF71-0 N a 8'-8" CLG BATH �cn o ' i DINING ROOM 8 -8 CLG 1 Y a r r iv 15'-11" X 17'-9" Z 0 i � 8'-8" CLG TP U �❑ rr C)RANGE N N c0 QO W/ HOOD TB all - 41 Ir r M rn -- , cv 1' 3" _ 77� N „ r " WALL o 5'-3 3/4' 2'-3 7/8" `"' V-3 1/2" PANTRY _`V REF STACKING 6'-7" -1 WALL B.U.C. � 4 16" ' (V N W/H 4" INSULATED G BRG WALL S3 PROTECTIVE ((3)) STUD t:'OLUMN BELOW BOLLARD 20 MIN FIRE �, N , RATED DOOR W/ 00 WEATHER STRIP FOYER (2) 2x8 8'-8" CLG TWO CAR GARAGE Q S DER SEE o0 18'-9" X 20'-0" r; 4" INSULATED in BRG WALL r r r r � `7 S3 -LINE QEGARAGEIN--- __________ I OPEN POSTION E I co rM IUF I I I I 7 5/8" X-4 1/2" 2668 - 3 1/2" SH 1/2 34' TIE BEAM TIE BEAM D AT 6'-8h' AT 8'-8" AT 8'-8" I M T MP.GLA�S 16070 I ENTRY i III rk —— — — — — — — — ------J LINE OF STRUCTURE 16" X 16" X 20" ABOVE A.F.F. CMU BASE W/ '-4" 16'-0" (4) #5 VERT. TYP OF (2) 3'-4" 30'-0" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH EN FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 5/8" N O IT io N 0 N N 0o v J LqJ� iM W u, > 0 w c0 m60 W F-a TIE BEAM 5'-8" 2'-4 1'-4" --(2) 2X8 TOP 8'-8" W/ (2) MSTA24 10'-0" TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC C it 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. SH 25 2ND FLOOR D AT 7'-3' WINDOWS EGRESS v 30'-0" 24'-4" MUMIOIM) UT8 006,01 A ( UMIXAM) UT8 000,08P (8 SP 25 HD AT 7'-3" �* EGRESS 2'-10" I I 4„ 13'-0" I '-3 3/4" 1 '-3 3/4" 11'-8 1/2" 4" m1wIif 00 �I m BEDROOM #4 N I I I N I BEDROOM #3 _ `= r 12'-9" X 11'-11" v I I v N 10'-3" X 1 V-8" 8'-0" CLG 0 8'-0" CLG r r � e- r (V � Co 13'-0" 3'-8" 5'-7 1/2" 6'-1 " 11 1/2" CV 2668 or c� TP BATH #2 * 8-0 CLG W.I.C."WALL u_ I - co N O O 00 I r N I °' °' TB r BEDROOM #5 R 8, S a W `- r 11'-7" X 9'-10" HANSEN RYER ENT C? U 8'-0" CLG 2" D (4) i ��s BOX � r _� W w �c9 r22"x36" ', �o = iv ro IATTIC I `t� LAUNDRY r ACCESS j 0 LOFTco - VIP" S 10810" N� - CLG O 00 = I— f) ¢ U) ❑ 10'-3 1/2" 3'-8" 3'-4" L 4'-8 1 /2" 7'-4" _ N 36" LOW 1 #6 o WALL A3 - C?BEDROOM 11 -4 X 11 0 ( r DRAIN `? N t` 8'-0" CLG DN w m I N SHOWER ¢ O o U CD r ~ HEAD& --_- VALVE 1 =w 9 N I cv I 1 ---- A3 OoV N M 13 1'-5 1/2" 1 ---- 0? N 7 1/2" 4„ 11'-8" 1'-8" 4'-21/2" ---- 3'-11" 1 N r 2'-1 3/8' ---- 8" EXT `' 6" WALL 7 FRAME WALL ao� _-_ O. BATH 6 _ 1 go 8'-0" CLG O' S SUITE CDOWNERS ;' - 17'-0" X 13'-0" 4--- T r N r 8'-0" CLG i W.I.C. 3 ._-- I I 36" H. Q �s r N r 6� CONT I r I u, RAILING (2)2X6 HEADER I I c U SEE M/S6 - TYP. its I� R l SH 1/2 34 8" EXT WINDOWS i HD AT 7'-3" FRAME i WALL 2-PLY BUC W/ (2) 2-PLY BUC W/ (2) I I � - MSTA36 STRAPS MSTA36 STRAPS I I TO FLOOR TO FLOOR TRUSS BELOW TRUSS BELOW SH 1/2 34 SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS q 6-10" 6'-10" 60 r O ~Q 13'-8" TOP CANTILEVER AT 18'-0" nU fr I r-s 3'-2" 3'-2" 2'-8" 7,_4„ 6'-4" 10'-0" 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /4r' = 1'-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)" = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK` = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. "PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 60 GARAGE 403 TOTAL SQ FT 3043 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) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 1 30.0 1 -33.9 r� N 0 N 00 LO Lo co LO r � LU r - � w ❑ z N N LO E t` ma's; °o M co Ln -0 w M ` 2 � Opp _ 0 LL O N Q Uo- Vi f' W QN C t` C)E 2 .m V, W C7 W ❑Ld C w0E- ~~gLU ��~zw WjL�co0 Q Q U U-000�0 do zEu--z20o��Q (� O ONE OZoIX00m Jam' ca��ZY0_Zz�Q 0 H ��d 07 0 ll Z a�wO�H�—�w0 g� 0 0 o�Z�a < LL F-a� O O Zw 0� U) O OF.CMI` a ILL 11, Q W Q Lq H a- cM 0000 Z V z� W WO J O 2023 I Re vie Ajsi t. I - virtui Plans RevieN co pl ted n cppcved for compliance witl the 202 13 7th Edition by get ra A 4 l�h P} 2 300 co o 0 0 0 0 0 r o M r M N o - O 0 V r 0 CD z ' _O w Low > o r o N 0 M 0 1* 0 lt') o (O co z �+V (n Q C)Zw �--+ L1.1 (n 0 0 �--+ O V w ()VS2 0 orQ ra­ Q T.-q Z a -a a L , = W Mitw N 0� zo= ■ ■ w a. U-) Q 0 zX0 �0 Uaz • Z Z ?� � 00 �g IZ W z z Uj 0 W (.0 0 LAST PLOT DATE • . May 8, 2023 Z 4_4 0 1ST & 2ND FLOOR _J PLAN A RAILING ON OPPOSITE 36" LOW WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. A3 ENGINEER SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL 1" \ \ 42" H. SLOPED 10 NOSING LOW WALL im rn ti ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 0 STAIR SECTION 2 A3 j 1 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS — SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 10 Lt1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL LANDING 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 — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP 3 EACH SIDE). CENTERS ) NAILS AND 8) 1/4" X 2-1 4" TITENS INT GROUT FILLED CMU -STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TNVALL TYP. U.N.O. SEE PLAN 8" KNOCKOUT COURSE LO 01 .41 LU co SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — ECL LL LL 04 0 F-LL : w O z w w 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. M N 0 N O t� O � �ls.? W A> z /N W > O � o `■ 'C .p W a U � M � d p �8 c �cn w Q� � 0 to S6 Y ih 0 Bo v O M LL SIMPSON HTT4 FROM TRUSS TO BLOCK L SS TRUSSES SET CGABLE \BLOCK BEARING)N FTF2 FLOOR FRAMING PLAN (ELEV A 1 /4„ = 1'-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE 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: q ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS 13'-811 6-4" 10'-0" 30'-0" ROOF FRAMING PLAN (ELEV A 1/411= 11-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS O A/C CHASE 03 AHU ABOVE 04 22"x36" ATTIC ACCESS 05 STAIRS AREA 6O 12x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION o X105) U V-0 5/16"fi1, 2'-0" 1, 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING NOTES: • FLOOR TRUSSES ARE CUTBACK 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 SHINGLE ROOF 51212 1 12 HEEL=4-1/16" 2XA 01-- PLUMB CUT — 2X4 I 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 9'4"lA.F.F. 1 SHINGLE ROOF (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) General Notes:7� I ) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU25 unless otherwise 12) noted. All truss spacing is 24" O.C. unless otherwise j) noted. Per Truss Plate Institute BCSI-81 recommendation d ) permanent X—bracing should be placed at a maximum spacing 15' U.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI-81 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = r PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.2:-5 % WIND SPD/TYPE = 1,115 1-'N'CI, USF,I) BLDG EXPOSURE = C USAGE = RESIDFNTI_Al, CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.'-) PSF DE�IG-N CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = -10 PSF TCDL = 10 PSF BCDL = PSF TOTAL = PSF ROOF DEI<IGNED FOR SHINGLE ALL REAC'I'10\ 0�'FR 50007, AND UPLIFTS OVER 1000 r! ARE; SllU1VN ON FNG1NFFRINC. WALL KEY LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 RB01 REV LOAD FOR ACCTG HMT 4/13/16 RC01 UPDATED RE'S ARM 10/10/16 LC9 JTH 12/15/17 CHANGED TO SIMPSON HANGERS JRH 3-13-18 LRF01 ADDED EXIRAVERTGNFLRTRUSSES 0EXTEWRWALLS ARZ 10/19/18 Reyhanpers,dropFG_s114',rv'dcanl(@garage rdg 9/24/19 REVISEDLOADING ON FTG5 ARZ 12/17/1 CJARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE:(800) 959-6806 FAX: (863) 294-2488 IL [ BUILDER :LENNAR 110\11,S CI:NTAI, ROJECT : ARGIL; S ODEL :'2 51 CA PROJ/MODEL/ALT (A2 51 'A LT DESC: TC OT BLOCK DESIGNER PAGE SlIC /11 15 EDA SCALE 31 76381, 1 i l "=1' Ar1111INTION! DON'T LIFT SINGLE TRUSSES VIATH SPANS LONGER THAN 30' BV THE PEAK CONSULT SCSI -91 or I 30, Spen or 30'"80' SPn... Bern 60 degrees ... linn F°'� pu To Ilne span eppro" REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. M N 0 N • , ,(,�' toe O to _j' I LL,"" 0 Q o, � Iti dvVb z ` Ca _ aS°" • p w 0 z a 0 a) LO - E V •c 0 o M d U ry C') O T11 •� p E: 8 $ Q L .N W d a� o E0c) TN v v �1_ CL -0 LU W'^ LU vi wpm Lu LUWQ n' J Q, ~zIY W V Q I-- �- 02JfA���f¢nLLUY0 �tnO�Ou LL O200cooz�`t JO O Z QD°dpg_a ZgYo O¢ 0O �Q QpQ LL LL O zLU OF- L 5 ti O F- M <C %FA LL qq I` I-- of A M li r QUQ00 Z F— WZ Ujo O J puns R irtu vie 1 �e psi I t. I CIO 1eW I c. for compli nce Q0 with A,e the e� I d FBC o ed by 9ebrl An le Kl I hr � xz3 th I 0 diti CD LO O N O N O N O O O O o 0 a 0 0 0 l co NQ' LO O 04 (? M C O to O (O LO zZ az ZW -��-+ O L1J U 0 o 0 UU� Lo O 0 or< Q Z W-a 2 w In 0 ~pL_0 CV � Zoe ■ w <�� ¢ O ZWO O U ix W,L Z Z (nz U F_ 0 0- _0 W z 01 W J N LAST PLOT DATE O • May 8, 2023 Z _11aaaa 0 _l FRAMING PLANS A 411 6" 04 HID 2 LBS. EPS FOAM 1 1/2" CV 0 r:t :�t :�' 2 LBS. EPS q CN FOAM 6 DETAIL 7 2 LBS. EPS-` FOAM 0 CV 4" 4" 4" 4" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1_nll ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 5 ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 111 = 1 1_011 r 2, �C 7"X1" THICK SMOOTH -I -I STUCCO BAND --� 1" a� 4"X1" THICK SMOOTH 4" STUCCO BAND 10 GARAGE DETAIL '1iaU_ 1 1 _n1 11 12 13 12" X 1 1/4" THICK SMOOTH STUCCO BAND L 3 1/2" SMOOTH STUCCO FINISH ERMA WRAP COLUMN OR EQUAL 1 �, 1 011 1 4" SMOOTH STUCCO FINISH 8" SMOOTH STUCCO OVER CMU 2' 2" Z? 5/8" SMOOTH STUCCO Air OVER CMU ELEV AT O'-O" FIRST FLOOR FF 5/8" STUCCO OVER CMU STUCCO BAND GARAGE DOOR 4" 1'-0" 2"X2" THICK PAINTED RAISED TRIM BAND CV 6"X1" THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER qr 1 CMU e ter � CV ELEV AT 0'-0" 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND ..... .001 I I I I I I DRIP "V" SCREED, BAT AND BOTTOM OF I I ? 0 5 I A5 Noe NXI 1'-4" 1 5'-6" MID -WALL WEEP SCREED, TYP.----'� 1 /4" = 1 -011 psis l■L._11,,_III■I�c1111111■11111■11111■11111■I�... .,.nl■luu■unl■unl■unl■luu■unl■luu■ulrl■lurl■une.. �auw■unl■unulun■unl■luu■Inu■lun■wo■Intl■unullm... : , � „■inrum■umr,unru��uuuuuuuunuuu�rumruuirwnrumr,m � 11 , uuu�luu■ uu■ir � � \\ 1 /811 = 1'-011 SHINGLE ROOF CASING BEAD W/ 12 WEEPS 4 OVER FLASHING - 4' OFF RIDGE VENT 12 15 SHINGLE ROOF z 7/8" STUCCO C.J. C.J. 2 J C=7 C.J. OVER FRAME N w -- - - -41- - - -- MID -WALL WEEP 0" SCREED co STUCCO io �k TYP. �o ON CMU RIGHT ELEVATION A 1 /8" = 1'-011 a■luu■I��I�■1u�1[,�1u11■I� 11■11111■11111■IU11■In. - • • .Idll■IIIU■UIII■Intl■NHI■11111■IIIII�UIII�I��II�II�II�I�.� 12 15 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ _ ELEV AT 8'-8" T.O.M. SHINGLE ROOF I I I I I I 11 A5 _ I _ _ _ ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" r T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 12 ELEV AT 8'-8" T.O.M. �'4' C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF _ - ELEV AT 18'-0" T.O.P. 16'-4" 6'-0" 9'-8" 0- O -o N - w N O 0 ui 4' OFF RIDGE VENT 0 0 0Y S4 LOPF p z 5:12 :;4-> p w SLOPE :;t> 5:12 C.J. _C.J. 7/8" STUCCO I?J = J ELEV AT 10'-0" OVER ti * o w IF * 3'-0" 2ND FLOOR FF IF - FRAME _ _ - - _ - - lV = 12 - - ELEV AT 8'-8" DRIP "V' T.O.M. 0 MID -WALL WEEP SCREED TYP. 5/8„ SCREE O N , STUCCO ON CMU L� OPE SLOPE _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" 112 5:12 1ST FLOOR FF LEFT ELEVATION A 1 /8" = 1'-0" ROOF PLAN A 1 /8" = 1'-0" w a 0 U) L6 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION , SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS, GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: ' G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT =1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT CM N 0 00 ., i o 00 �in 01' s • �e QL Lx_e e ) w —) Q Qj, I w 0 rs• - - - t9, o Ix Q W C 'O o u 0m� ti Ln . N U M u O •_ o LL 8 Q ul ^` W U C i= 2 1V coo a a W 0 LLI ui LU o I-Lu ~ 0: �d~z Q Q ;- U g < (n 0ZLL00 n gg gu1� OJ Z OZORoz '20 Z��ZO U'aa Z Y O Z Z LL 65 OQD w z U) 0 < LU � UiLU ��� OQ =O �¢ ~ LL 0 Z W 14O� (/) O M P.- J � � zL W U-) I- Qz C>- 00;ZUFa- w W J0 CD m fill oz r Plans Vi Re ual iew Rw�vi cdm w A lit sIst d Inc for cOmPliar ce m ith t ie 21120 an F ap B ro d Itio by I Bbra Ann it hrP 2 C_ 0 Lo 0 N 0 N 0 N 0 N ,N` 0 N I� `O _ rn M a SM� N a N � O z 0 ' 0 N'^ y/ > N M v 'i 6 ' 00 0- vJ >_ zZ az O W }' 4-4U O W O O w- p w- o H Z a~a LLn C� N ZoX ■ W >- p. Co g~= O O U gww 0� Z z az �z 0 U lz _o Co z z Z W uj J 0 LAST PLOT DATE May 8, 2023 z O EXTERIOR ELEVATIONS & ROOF PLAN A ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-011 A/C DISCONNECT WP GFI ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST X FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF 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, I-IBRARIES, 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel E OUNDING 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" 0 DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL Q Z SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 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 STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" - 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL {}- CLG MNT LT FIXTURE -t} CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY oe 50W MR16 4" LOW VOLTAGE OWNER 8` 50W PAR20 NFL 4" MINI ROUND RECESS 00* 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL � } CLG FAN PREWIRE AND SWITCH PI COMBINATION CARBON MONOIXED DETECTOR/ for c cS SMOKE DETECTOR 0S SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP — D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT 5F24:;;3 24" VANITY LIGHTING 36 :;-mR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) �T MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR A/C REGISTER GT THERMOSTAT 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. V) N L N E L cis o _W �} �M di N M� Ln AVM -0a2 9a W E= L 5M� 0 u 5 •� p u- g o .�� w d 0 (D C 7W� L Q E coo V ^ a Uj W vi W O OW ~ W ,o O O- N0� O�°JwU80u J Q ¢ = z° o�O zNJ0z azO Z < O Z � waWn > MQK�wOx �0 9F-P JO EL ozccO LL ow Oo Q � o¢ LL W Q 1 CMO O Z W O �. W 5 t` 0 Q � M Q(1)MLo J LL IT W 1p �— IK EL M I1 r- QUQao Z Zw0 W J 0 Mj d' IIJI. 2 1 02 Virtual Review A sist 14 i Review complet 20 BC 7 h E itio li(oth the 2 y O'e�r'a Anne Kl hr P 230 `— 0 0 0 0 0 0 r- O o .- � o f� N O Z Q 0 0 0 ' 0 N (1' � o 0 cl 0 vi 0 4 0 6 o 6 I LO 00 ZZ QLIJ 0 Z (//) _ �--+ O W V 0 O 0 UVo) LO �zj gwo z al=a L ~0=~O cV z= ■ ■ w >- O Q-10 zx0 O Q Z U gzLL Ww z • Q F- � OU a MMO W Z o` z z z Uj w J 0 LAST PLOT DATE • z 0 May 8, 2023 � 1ST FLOOR ELECTRICAL PLAN I - I I I I � I `O 5'-11" --' Cs EDRO M BEDROOM 0 #3 #4 db dbG N BATHROOM 1'-7" I #2 (,0i • GFI /F>-(A 17 5'- " / v J AHU / \ GFI I • CS / � / R►1 A. " BEDROOM #5 A — GFI LAUNDRdb Y QS LIGHT AND SWITCH IN TTIC -ACID /* VOS --------------- P-9 4 / Lo F LOFT 5'-10" Cs - - 1 BEDROOM I - #6 `r C GFI --- -- m GFI ------ OWNERS BATHROOM TO 1ST , GFI FLR ELEC v- B 6'-7" W.I.C. I I � OWNERS BEDROOM SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH— 4 1/2" 0 DOOR JAMB -----)DUPLEX OUTLET ih TRIM <� 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)r 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED --�}. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE © STRUCTURED WIRE OUTLET -�— SWITCH AT 36" CID 3 WAY SWITCH AT 36" -W— 4 WAY SWITCH AT 36" -� PUSH BUTTON FOR GARAGE DOOR OPENER --fl DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 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 io' 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -v CLG FAN PREWIRE AND SWITCH Cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP c S-48 — SINGLE 48" FLUOR STRIP D-48— DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING FFF 36 :F� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN 4C� DOUBLE FLOOD LIGHT W/ COVERS AND L 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 03 CHIMES (DELETE W/ INTERCOM) MASTER STATION -6&7 ELEC PANEL Q VACUM OUTLET AT 12" 14 CEILING RETURN AIR 01 A/C REGISTER OT THERMOSTAT In 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. ^V) ` O N O L ''C '0 W U V)VI -0 V CO 0t � ,=v CM � 0 2 QMQ 25 � = °"g R t U d^ < .N V W a� 0 0 E00 V wW LU �W a �0 WYO `t H �-JU)0: W';QJO E00coQz O H a0= ��a8 w�v� LL Wx<0 -1 cnU' Z a$W°MQV5Z2LU25 < LL a o 0 oQz O Z W OF- M O F- Q U) M Lf U- U) ti z U, .41f Lo F— W CL M Q>-000 Z U F— W J 0 Mj 2,12J23 Virtual evi IA I silt, Inc. Plans Review for om lete an ap o compliance w h t 0 0 F C Ed tion by Debra nn Kja r b LO 0 0 O cl NO M - O M N O M Cq 0 IT o o e_- 0 o Q o - I 0 N '^ W o: w > o •- 0 N 0 .M 0 V 0 to 0 CO LOV , Mq Zz W ¢W O-� W1300 0) 0 U 00� -� F'- O � z j o�0 -� Z X—a Q Q _ Ln 0 F- z ('V O zo= ■ ■ LLI v7 Lai 0 ZWO Q V gWLL LL Z Z �Z 0U 0CL W z z z w W J 0 LAST PLOT DATE . May 8, 2023 O 2ND FLOOR _J ELECTRICAL PLAN ABKL&M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. I T T WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. 5. GLAZING N DOORS AND ENCLOSURES FOR HOT TUBS, WHIR P00 S, U S, 0 GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6, OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1, 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1, 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. AC1301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. LOADS: _DEAD 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 "1" =1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7.16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1, 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-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 AC1318-14 (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-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6, WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' 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 TC "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUAEIFIED 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 A36136M 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 V-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall 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 dilutipn. If r@infaa11 occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cincrete overpov 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 extgrior vertical chemical barrier must be install?d 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. 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: CONSTRUCTION TYPE: 5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8., DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y/8°'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. / M N O N 0" �-' ' I 0 0 p 1 ram.'" � Q �.jl < .(•�� ply �t W W p z Q to 0) L E rI ` > O 0 L 'c O _W u JVi ATU -0 d pM .O Ir- W U 8 } LL S 0 �{ •Nt W �� a N i p EF g 7C)0 r_1°a� W0 p ow" w wp w2 �?w Q i j0'lLLU00 �U WZSMOM I'- F- C( OZ0ozz YO0OOOOU C9 _3MZoopa UL_ w _W o, O2L Q � Z U. 0 - 0 Z W OF_ fn 5 ti O M O Q � M � ULL I. C� G W LO f- 0� c�c CM G oo Z U WZ� LLI O J O CD d- JUL i. Virtual R vie As ist, n . Plans Review omp a je and a�p ove or compliance wi h the 20 0 f C 7th Ed' o by Debra Anne Ma lil r PX 3 C_ o N N N LO I,- M Cn Cn Z O N ' n > q��Qiii •- N M co (n ¢ Z W W zz 0OO 6+ O U (0 UIII � Lo ZCO, z� pW-_d = W =a L� / ~F N ZOM LLJQt=-� M LO C:)z O U ZLULL zLL •`'■ i Z FF_ QU om Z tY Z W J WSNOC.0 rz_ N "r- LAST PLOT DATE Z O STRUCTURAL -J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 'A�A'LL SHEATHING 16GAA-1k2" LONG (14%1" CROWN) I,V. )0- ,,I. I.... STAPLER @ 6"' O.C. VERT BETWEEN I I h'ax.. 1 i I l — 16GAxl-V2" LONG (3/4"-1" STUDS f NOTED THUS:—) - OFFSET I I I CROWN) STAPLES t'a 6" STAPLES BETWEEN STUDS AS SHOWN - O.C. `,PERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.2=1.21 SCALE: 3'4" = V-0- *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPAIJAX` LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H T-0" _ STUB -OUT FOR GAS METER 0 — (V H C G 0 0 O -1 4 o U') T4' U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY`* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-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 w co ROOF DIAPHRAGM NAILING SCHEDULE pinrlF I INF + + . + + + t + + + t + + + + + + t + + + + + t + + + + + + + + + + t 4 t + t + t + + + + + + + + + + + t + + + + + t + t + + + + + + t t t + t + + t t + + + + t + + t + + t + + t + t + + + t t t t + + + + + + + + + + -0" (TYP.) 4+0 + + + + + 4'-0°+ + + t + + + q +++ +++ + + F 7` + + + + +++ + + ++ t + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + t + t + + + + + t + + t t + + + + + + + + ++ +++ +++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C.INTERMEDIATE + a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0,280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 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" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1,8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler blocking ° 1/8" gap x + ,'r FILL CELL STD. 900 HOOK BOND BEAM .... . ............ .................. N.'.'..'w.'. w a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR 1 . 1 . 1 . 1 . .......... L� #5 CONT. ... 11 FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASOIJRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. 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. 2x41Plywood/OSB web stiffener 2" min. 4) Place joists together 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below,* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Llse 3" tindl nails at 6" n_r. l"Y/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. KNOCKOUTS) S) AL r " MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6 A 1 2" ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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" Round Hole Diameter (in) 2 3 4 16 7 $ 8,875 J10 11 112 13 Ftectam lair H00 S,lde (in):__2 3 5 6 8 9 10 Any 16" joist Sp,an (ft) 811 ,-0" 1._1 ", V-2" V-2" V-3" 1'-3" V-7" V-11 „ 2'-4" 2,4,' X_2." 3._7," 12 V-0" 1'-1" 1'-2"" V-2" 1'-W 1'-9" 2'-4" 2'-11'" T-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" V-2" 1'-2" 1'-7" 2'-5" 3'-2" 3"-10" 4'_9 5'-7'" 6' 4" 7'-2" 20 1 V-0" 11'-1 " 1 '-2" 1'-2" 2'-O" 1 T-0" 4'-0" 4'-10" 5'-1 1" 6'-11 " 7"-11 " 8"-11 " 24 11'-0" 11'-1" 1'-2" V-3" 2'-5" 13'-7" 4'-9" 5'-10"' T-2" 8'4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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 1Yz" 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 De th End Intermediate ® BCl5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s8 BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190se - 6 3-16d 14" - 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N,T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to.top flange. Joist y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1l4"-2" gap at top of bottom 1l4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL II-44_11'_� SLEEVE THRU STEM-/ A. SEE PLAN FOR °• a . • •, FOUNDATION INFO " e STEM FOUNDATION GRADE REINF. SEE PLAN e -aXX 11 �I • c e: r71 t A/C CHASE 4" PVC (2) #5 RcBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w! (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I ° ' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 I ITI I —��rT� I I 1 I SEE FND. PLN, SIZE & REINF. PIPE VERTICAL THRU FND. to TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -- - - - - - - - - - - - - r---------- A -Y 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 e -- 4\ . 4 411 SEE FND. PLN. SIZE & REINF. Cl) N OQ;I., VI), z UJ 0 w IY z Q �Itn W > 0O ^ o u co d ° N V .0 70 - co [ O u 2¢5 _O O� a¢ .o .N s w ti QN /I� W o E � m }t�. V 1`*� a w 0 W w W1w w2o0 lo- X::) �a0QW0u-00LL_J0 Q Q U j q 0 z LL U. O z M O0 Q Z� a Cf O O 0�a zWOW_zWpq H u_ 0 0.,, op- U) 0 Z �OwO�H�Z�Yp�aOQ OQ o o¢ If O Z LLI 0� U) 5 O 0 cM a�MIn 2U�� LC) W a- CM W r--- Z00 U LU J O O J NT 2023 r Virtual Re i E Plans Review co compliance ew Piet . ss► d a t. In d . with by Debra Ann he 2 1Proved a BR tj Ei fitiol KI hV 0000 ~ M co O o c� o I I I 1 z O NU,o ' o U N 0 S`) o I I LO Cr CO V! aZ w O W O O _F_J 0 V 1 0 0 U) 0 :3zj Ow0 Z W=< Q = WW" 0 LU F--~2 ~O N z0= • • LU < F- 22 z§LUX0 0 Q Z V g w� az Z OU 0 � W W z SN1 z J UJ N T_ LAST PLOT DATE z 0 STRUCTURAL -J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL —PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (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" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 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 TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER Cn 31/4" BASEBOARD U_ Ir MIN. 2500 PSI CONC. SLAB LU a MIN PSI MAY VARY PER =CD MUNICIPALITY, `r' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E• v N °D A D ■ z O0 � II D ;0 _ 6 MIL VAPOR D _ = z_ BARRIER ; 'r D 4 _— II � N COMP. SOIL.' - (COMPACTED TO 95% — — NOTE: EXTEND DECO FINISH MODIFIED PROCTORJ.m- 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 4" �1'4' V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —[�O.H.D. RECESS PAVERSz II �� SEE A/S3 OR J/S6 —`_I ll Mlll Lr_ FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOW ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---,, (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH CO A D. O II 1111- 1-111—' r 1 $„ -- I , ,-, , ,r, r. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK 04 T "' ELEV. 0'-0" OIL IL _��11 A.F.F. A, Q. • •4' a ' 4...' ° 4- '° 4 . ELEV. -O'-31 /2" z .... d' . ° " 4. O a ° . 4 2x4 CONT. A.F.F. 0 d♦ • 44.4 - c ° a GARAGE DEPTH VARIES ° 4.. p ♦ 4. a GARAGE SLAB AT STEP rB""� SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 " x P.T. STUD SEE CC/S3 OR �`v� #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS N r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; p 4 ° P ;0 FOR CLARITY ° R ' NOTE: g°' *FOR BEARING WALL'- W/ UPLIFT ONLY — — — 111 , I 111- ' l l l—I I ICI I Iml I I� I I,�.rl I ��f�,•I I t,T,•TI,�I I I,�T— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 1 4 ° GRADE — — ♦—1=Z;Lr—rrr — M r _ _ (1) #5 REBAR w/ OPT. 11� —1Tf ' I I— I I = 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" � O.H.D. RECESS CV ' 71L— OP SEE A/S3 OR J/S6 -I 1 i I I 1 1 I JL� FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 STC I 1RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED Wi 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGHAALL (U.N.O.) (OR %" G GARAGE W/A HA ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w (12) 10d NAILS 1/2" CDX PLYWO. SHEATHING 13 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" 0-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.) 211 31/2" MIN. ° a0 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 1 U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" (2) #5 CONT. 4„ ''�IInTT-4" T'r 8" U.N.O. MIN. TYPICAL BEARING WALL a STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 1 Od NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH D ° I I,� l I !r 1 /2"(min.)- 4„ 31/2"(min.) - 4" -� I -I I I -u I�I I T1I„� _ D1 lILL I]�[�[1II-111 Ed(2) #5 CONT. 4,'. 11 ,11 1"' 8 U.N.O. I MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \�� 1Go s\X, o 5 FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD S 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR fV D D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP]6 MIL VAPOR BARRIED ° 1� 111 LL 09R 17/8" #5 REINFORCING BAR 1�41 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO D ' II II U36" MIN. LAP [36" MIN. LAP]95% MODIFIED PROCTOR AST�=�� 1 10"D1557) #6 REINFORCING BAR #5 STD. 90 HOOK IIrrTIITr-rIIrrrII 4" V-4" IIrrr� #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& � • ♦ .4 �' ' • ¢ INTERIOR a 4• 4 4 4 :ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. •ENSION 120#) CONCRETE SLAB 00 _ E ]T[ M 6 MIL VAPOR = —� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH M a'_j I1 K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J W �J.JJ. 111 D • ° REBAR DETAILS r F SCALE: N.T.S. CJ'+3 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 S &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. Q PLATE A 7/Is" o.s.e. COLUMN LOCATION RE 2 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zz ATTACHED PER NAILING w a SCHEDULE SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. 4 P T BTM PLATE SECU x . . 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 Cl) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-iik `COMMUNITY SPECS ``ir`p``i/,`i/` -- --� �------ ii`�/i``/i`�/ice • • SCALE: 3/411=1.-011 it T (2) #5 CONT. =1 ljR I I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r �: WWF OR FIBERMESH -, I1f=111=rrT 1I , 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 —` I"8„ FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 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 CONT. FOOTING STEEL MAT REINFORCING. Cl) 00 - — — d ° Uj 4 —III—III—I 11= Z =LU LLI O1: - • 0 . ♦0 _ _Z z LL L — -4., o d 1i—f.1 I FOOTING v I�I 11�11iII' ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M NO N • co LL. -o j to Q 0. a z a a O 4 U M co6 _5, Ln d M AV' E W L co s I; Un)` U W CLN C L 00rz, E TW V) W LLJW 0 LLI vi W 0 1- F- LL'3 x ~zx Q Q U [— X � J(0 0 3. M 0 LL 0 O LL J O <Opp zw ozmooi.- Q 3WR9ao_zORo_Om0Zz Z 0 fnW dW!nW W WFnof�Q= J F- LL. O zwzOwUpa U) O LL Q��¢pW< OW MP4 g�Z�a a W 0 =O p w ;a� i� O Z W 0� >U)O I�U)cMO LO a. _j LL 2 z W I — =ISM oo < Z V LUZ3: W O J O mi co d' JUL1 01 Virtual Review Assist. nc. ans Review completed mpliance with th 20 a d 0 8 apo ra Anne lah PX 300 O o O 0 O 0 N 0 LO ti _M 0 °° O �QN O r O I I 1 Z o N U'); N M v I I I LO qCT 0000- z aZ w C) � Ll1 m00 0 V wvm U 0 �zj Cwo Z aka w = w w F- NcifZoo ■ ■ W <~g O 0 ZwZWO w ILL • Z az QU Q W z z z w Uj J N LAST PLOT DATE . . Z -6-0 O 1 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE —� ---2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 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 SEE ELEV. �TYP) I II SIMPSON SP2 w/ (12)10d �I NAILS AT EACH STUD CRICKET AS REQUIRED II II SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/$4 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 NAILS BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA, EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4 FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �_��r!�f�_i�■E'J��_�--O AO■_■ . - 10 • • _ . - •- • milli ■■ill III■■ Milli 1111111110 ■■III IiI■■ �Illl liiim ■■III lii■■ Milli HOME EMIR IIINN �IIII IRII� NOTES: 1Q 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. 2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J tea' > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 0-0 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .; .':: •:,� GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) 1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 1.. FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SIMPSON SP4 w/ (6) �— (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH N�SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR F�✓NO N.O. SEE N/S4 U.N ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 G SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOE' 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" �--BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 wl (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF �.,SPLICE 48„ SPLICE STAGGERED �1 Od @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON I C P.T. ATE SAIVIFOUN Zr4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M - a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSOIN SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w v 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE "J" B 5/8"x10" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. i&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE i 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o 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 84 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- I5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. ;MIN. (2) PER BOTTOM ° d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "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 R SCALE: N.T.S. S4 fo M N O N 00 0 o kn .401 ' 0 ' L?x w ®• 4u `=.a O 0 g�¢ N z ¢ cnn` N L E L , o W AMC v N V f M (D C t p C:Yi 2 g 0 - a 'Ns w0 V 00 E 'i w W Q W J W 0 O (7V Q �OXJ 0�oU)U_001-0 Da zw ozmocli.- H 1=- 0 av)�Oz0R0omzz <j(DEL z w�inU_ (!� O Z W MP= � p�Q0nd $Q o � 0gz< �Qw it 0! O Z LNLI U) ti En O O 0 H M M LO Q LL ' z w U? F-��M �CL2T- 00 z 0 ww0 J 00 V,� J 1 2 1 2123 Virtual Rev ew si i Iln Plans Review co plet ad a . d al . pro ed compliance with he 2020 BC Ftf� by Debra Anr a Kl l co N LO N N `N 0 00�0111 O N U") III 0 0 N 0 M 0 �� 00 z �/J ¢Z w CD9co � W ..00 0) 0 VLo V U v7 -� 0 QI— Z W a WwI.- m- Ln 0 2 N zoo ■ Q�� Ln C)z 0 r, V zoo 0-Z� ILL Z z OU _p co z ¢ z z W w 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 4 WEB (24" rT� C) WEB, USE MSTAM36 w/ (7) O.C.w/ MIN. 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)1 Od TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. N. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR �- X-BRACING, AND TOP z__" CO " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 11 t° �o 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) • BOTT. CHORD FOR 4 TRUSS SPANS TOE. ATTACHED W/ 2 -16d NAILS @ EA @ EA END NAI AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 L CKIN 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL () ROWS OF O/CTRUSSES 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 51/2" 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 ISH SCHEDULE 0TTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. S5 PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SECTION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 14�JACK TRUSS SEE PLAN FOR ONNECTION (2) 12d TOENAILS 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 I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION rT� SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z IL BRACING w/ (3) 1 Od x 3" AT _ � EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION for ch N O N co w' •- r- 0 1' Q c z 0 Q L '='0�? o W 0 M 6 M (A V _0 -02 d M A, 2 �] W 0 u as o —6a:8 R 10 QN C ^` W >` E � m 0. W W Q W J W 0LU Z (7 U Q 1 �5- J`Q03.O U00O O CJ O O �cnxUj oaoom°Z�< wOa>z w�V5wx o a (n Z ~w0� � �wZ Quad $Q000p �a� I< O ZW 0 > U) U) M O� Q U� 2 U Iti lq H Q� 11 co 0. QUQ00 ~ Z W WO �o mi CD JUL .II i oz Virtual Revii w A syst I c. tans Review corn lete An 1p I rdv oe with t ion CobraAnnq Kla ir P 23d � oo0o M M 0 o�olll z 0 N'^ W N Ni v LO qq Z Z Q W 000 6-0W o C Lo -0 O °rQ Z a it a- �� Q I— Lu Q '*/�� Y / 0 ca W r ��i O N zo= LLJ lC) O z jxo U WLL aZ� � Z Z pV _Q m z Z w W J n N LAST PLOT DATE z O STRUCTURAL DETAILS 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL. SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL SHEATHING JOINT =) (n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE W o = O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD APPLY TOTAL THICKNESS 7/8" OVER META2 LAYERS 3/8" THICK EACH. 3RD W LAYE L` = LIJ INSUL 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHARLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C E TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER e:4 . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) 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 BILK. 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) v 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. Wa AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE N �'.. a 4 FINISH GRADE co 11 T T u. I I. M ,I I I�I I I I I a• .� a. 1 OP 6x6 W1.4xW1.4 �� JJr = WWF OR FIBERMESH 111 I Ill -I I II I=,ICI I I I I i i�II Q T rrTrt'�rrr r=n Tff'J-`jT)'-` t-STD.90'HOOK (3) # 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2-STORY WALL SECTION SCALE. 3/4 -1-0 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d 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 -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN 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)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMA 1 ION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'4. S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'4" FOR ADDITIONAL INFORMATION, RIBBONS c m DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" cJ6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 V-6", (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e. � •4 '-a. e 4..ATT 11I io I I I.rtr ma17mj� Jllm�� (3) #5 CONT. ON 3" 8" V-8" r 8"ICHAIIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSURE1 SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF = w NOT FULL HEIGHT SHEET C Q F• p Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING ON EDGES (SEE OPENING SECTION X-X Q. U C x w 01 x E LU 2x STUDS w BEYOND. SEE PLAN go 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/S" SPACING S 3/4" S 1/2" al S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE 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 SECTION X-X SOFA �O!'L �N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYF: DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END LUJOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O ONAIL AT TOP PLATE TWO ROWS @ 4" O.C. w! 8d COMMON NAIL LL 2 @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J wl 8d COMMON NAIL J LU 2 w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. "c:r' LL ~ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N LUO O MEMBER IF GABLE END c�C/7'L NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. U\ P.T. BOT. PLATE �FTF,4/o. FLOOR TRUSS / R REAM 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. WI 2"DIA. • x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1AxW1.4 pp `t WWF OR FIBERMESH 1 zr-- 1 a CV .4 . '4 III_III—III II -III—_III—III (3) # 5 REBAR ON 3" CHAIR 4, I III. 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 SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 V-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE W/3" MIN. CLEARANCE ) - ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 0 for Cl) N O N GLo o LT U. ' s 0' y" W W 0 Z Q E /4) o Q) L.•= 'O U CY) CO C) g M 7 V -0 -0 - M C: E '= C M OS O o U t3 N LU V d ry C n, CO V ° 'a W W 0 LIJ C LU0 1-- I— = � WW zx Z 0 W R'0::) <0 Q'aLLU0LL 0 �cQn LU ZZ) ino wwa iLy�zO(_ozm�Q�UowoZ OwU_ Z H1�- w� LU ?_oZo 0QQ U_ O 1- U_ 1 O Z LU 0 >_ CD q ` C (0 J Lo � U) I— 11 a- M zv� W LU J� (O qIT Jv V�) oz Virtual Revi lans Review w sas' Inc. com ompliance With thepp lee t�00 e by Debra Anne Kla I IOn C r N N N N 0 M O o o o I I ' Z O wo 0 CD 0 rI� 00 U)Q Z W w 0OO_ � O U U Cn Lo -0 0 0 -0 Z (LXn- = W LJ 00 c'V Z=� LLJ U 0 Zx0 �►— p Z U g Z LL 1� Z a. U m Z S6 Z W W J N LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO 1/4" MAX 2,�„ N SOLID BLKG. AT TOP BTWN. u ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. - APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3l16"Q1 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1 /2I1 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 1211 O.C. 3/16" x 3 1x4 P.T. DOOR JAMB (REFER TAPCON @ 15" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 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" O.C. & 4" FROM EACH 1x4 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 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB 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 ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) E)TWN. 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 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 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) O 2'-0" O" 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 BTWN,,"" VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK 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.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK (1 t5^ NOTCH WEB AT FIRST 2 COURSI "AF'AUI I T = dUD Fi t-U11 1 ,51 KAh' =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS _ / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER4- 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.`' `'''r ..: '. ;'' ' `=' 'l., e:; ;..; :::-., ..:.,..-� 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 A `:;', .'.> FURROW. MAINTAIN UNIFORM JOINT WIDTH. `: * ° ' :`'` ' 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —' IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" COVER —� M 6-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN (R YP.) THE :S I IAIAnnM0TA0I C IAIQTAI I -rinKI FILLED CELL INSTALLATION H SCALE: N.T.S. Sc SEE ARCH FLAN AND PRE-ENG TR .SS DESIGN SEE NO? = BELOW 2x SUE _ ALUM 7•11IPI(-> ALUM EI,G WALL TYPE �---�- j PERPLAN I 1 3i»" . ,"; �'AII,.TE.: F :CHANNEL, SS NA1.. �; DIA- (ua FA`:,TCNED PER I Wt TF :'BFI.OW _l D,,I I L- I,CINTVENTEDOR c,i_�L,: �'FFIT CONT 2K4 NAILED TO - 2x BLOCKING NAILED TO TOF El L _)t KIN+G wl 2-12d NAILS (-I CHORD EVEf-I ' OTHER TRU`. orf 3-12d NAILS I YP. (") 1 G C.1 BUILDER TC/ vERIFYr'PRC:':'IDE SOFFIT MATERIAL SPAN CAPACIT -_ : E'D UN i H= DESIGr N ,kts4R:E US SPLCIHED FOH 0_)Ir"v1P0NEN IS AND CLi ... 1 . 7 I-FiTED IN THE DE,-:C�N CRITERIA CIN SHEET SN 2 F, .R SOFFIT ATTACHMFNT AT INA: I (PER ALPHA Al I;P11 INt FI_# 1654. - - PRODUCT APPR&AL) F CHANNEL FASTENED T._r L t;1U wa'/' T NAIL .U97" DIA ra) 2d" +.a.0 . wf 5/B"" �41PI J EMBEDMENT WOOD w/ Q ; I A. 314"x 11 " CROWN STAI LES (d 24" NW. O.C. IN PATTERN SUB FASt-:14, ',v 16 GA 31.,4''A'.4" i, RO'JNN S-Ir" PI F g EA(:h 14ROOVF (� STRUCTURAL SOFFIT " SCALE: 3/4" - „ 7' („) Fc.)R ALUMINIUM SOFFITS WIT ;<FV 09 23 1(_11 > T-4' INSTAII MID SPAN RI OCVIN THE S.:)FFT FI PA INSTAI I ATIOP, ;;RI I i 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA.I.S.' `k OVFigygN + 4F/ + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'Ty PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + PRECAST LINTEL � / �// X. SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS SIMPSON HTT4 wl (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP Cr:AI F• 3/d OCC OUCCT r.) Anon z 0 U_ 0 W LL U Q U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED]A ATTACHED WALL SHEATHING TO 6" O.CAND AEDGES ANDILED W/ 8d COM12"OMONFIELDn�O.C.,02 ROWS STAGGERED 4 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI0KTA @ 12" O.C. w/ (4) 1141 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT 6 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ... OVERHAN •;'' •, , , RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" • NO REPAIR REO'D. 1'-0" 5'-0" NISH ° . .. �r 'D P 4> ° D #5 BAR ° CENTERED W/ g 9T H D IN TOP o ° D E-o KNOCKOUT/ CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN — •D, D o ° AND SECTION DETAILS -I CLEAN FILL I ° DIRTA. Z ° STANDARD o 90' HOOK N #5 BAR IN FILLED CELL AA - a• b . a• b b s- e.• b V v b . a• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF, AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a 1 M N N Lo 0 ° ,;,, k: Lo 11 0 I �n `ter 1 Ola, ' Ij i 0' W O W 0 z Q N N LO E > o C o ` 'C ,O W � N U 4 QCY) ^ M "1M -+- 02 M N V -nw co AC 0 L p o " g 0 LL 8 0 Q . � = w C3 Ln V aCN a) o E 5 g) d00 ° 'o III LLJ (7 LIJ Ui U,w� w W2�O w��W�0 U_b000 w 3 rn Q � f- z� ��� OWZOmOomO~ U 0 0 QZ JU'a>zYOHZLL07d-0 ��WOWFQ-V5 LUZ 0 0W o O axZ�Q ¢I-QLL i O O Z CV LIJ 0 4 D ti 1- M O z QU)M� LL �r w I` z U? I- of C� 13- � � >- < Z U z0 LU Lij J co d' JUL 21223 V�) Virtual Revie tans Review As is. inc.tarl� cam " mlllianCe with th ete a d bra Anne ah FX 300 on `— o 0 0 0 - Lo 0 M M 00 O 0 O a r N O l s l ' Z O NLo w 0 O N p 6 0 4 I I ' M� }� W vJ az O W Zw 000 4_0 o " 00(n Lo -0 O orQ r� Z aXa w In 0 wwtW mF� N O ZOM ■ ■ ¢�� p zxo O Z U Qw� a ■ • Zll H oU � a �— Co z z z w W J rl- N LAST PLOT DATE z 0 STRUCTURAL —J DETAILS - RETRO FIT 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS �s 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14)10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUYED AND NAILED TO STRINGER E FOR DRYWALL SPACING VVNLL 3YP CUT TO FIT kRS IN WALL ----2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS VIEW "A" SCALE: 1" = V-0" I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" LINGER GLUED D NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `f 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER 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 "B" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 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 c ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. G-1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER �4 TREAD-�_ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" H SECTION VIEW E SECTION VIEW SCALE: ' = V-0" SCALE: }" = 1'-0" 3/4 PLYW ON DECK ---2x8 SYF AND Ni FRAMI� 2x4 DRAF' STOP 2X4 BLOCk C - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP Ac' -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/i" X 2 Jq" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING � 1 /'-'� I I" � l� V I V � I I'i V l.r I I V I V L.► C I /`� I L �7 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE `sITO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MT 10dxl 1/ ECTION VIEW "H" SCALE: 1" = 1'-0" 'e CM N O N t 0 Ln U. t 0 41 `^ }, Q N a) LOW >Or 0 Z. C so U p c) ai m N 0 -a om ` = 2 V 0 i° 8 o Q g .s wo N•■ QN C n, Y 00 !✓ � Cj W L O N a ^ a W w LU W � QQ��+ � 0 O J O J O LL Q Cn UU) 0' z0E:0c 00o z QMO On 0 Z A W W_nxQ LUW0Z:a ow�gzwzOwUpa OP 6z y W Z)OQ QLL Q QLL tL0 !1 O z W OIll- U J ti pG Q cM Q � M Lo z U) U_ III, G U to z Lid I— W d- cM �°-�T- < >_ Z U ~ z ?� W Wo J JCD O d' 2 oz Virtual Ri vie �ss�si, I Plans Review r compliance c mpl led nd , ppr with by Debra Anne the 202 I4hr FB P�2 7th dit on !— o 0 N 0 LO ti M M 1 Q 0 °'Q0 0 � c I i z N 'n Wq , � N �� 00 Z V, aZ CDW W 00LU 0 4_j 0 00� U") -� O Or< z IX Ln pF O N zoo >- a�:) O Q gW� . ry z z aZ N H U 0 _012 W z ST z Z W W '^ J N LAST PLOT DATE 0 z 0 J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FKOM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE BF32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS cAmT-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16 OB 8F20-0B 8F24-0B SF28-0B 8F32-0B 8F8.1B 8F12.1B 8F16.1B 8F20-1B 8F24.1B 8F28.1B BF32.1B Z-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 g 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 568-1 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3U3 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1 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 2.316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1 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 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 C^m-CRm SAFE LOAD - POUNDS PER LINEAR FOOT FypE LENGTH 8RU6 8RF6-0B 6RF10-OB 8RF14-OB 8RF18.OB 8RF22-0B 8RF26-0B 8RF30-OB 8RF6.1B 8RF10.1B 8RF14-1B 8RF18.1B 8RF22.1B 8RF2&1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 494E 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 1 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 1 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 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CaW-4mw ""� SAFE LOAD PLF TYPE LENGTH SU8 SF8 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 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N. R. 91 33 " SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C, ''"m p � SAFELOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. 4'4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 V-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C1111116-rCRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T BF121T BF161T 8F201T 8F241T BF28.1T 8F32.1T 8F8.2T 8F12-2T BF16.2T 8F20.2T 8F24.2T BF28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 V-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 163412 210 11g2084 3039 10 3508 9 727 1166 1634 2102 3039 3508 9'-4" (112") PRECAST 591 680 113415 147115T22042544 15 591 851 1326 1705 210'-6" (126") PRECAST 530 552 91415 118 1515530 686 1183 1526 411'-4" (136") PRECAST 474 485 79815 1034 15 1272 1515494 599 1028 1422 1738 5 9 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115105 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 123 14 887 14 105214 121814 410 420 709 1050 1434 8 1694 8 1954 1 14'-8" (176") PRESTRESSED 239 323 519(13),671 13 823 13 916 14 112914 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 1c^wr449frn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T BRF14-IT 8RF18.1T 8RF22.1T 8RF26.1T 8RF30-IT 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 V-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR " SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS °' 0D Q O Od 41 " °' D•< o �_ % >D > O8F16-1B/0T 8F16-1B/1T 8RF14-1BC /OOT C8F8-1aD B nC (D (D 0 ° 4 o° c c 8F12-0B/1T D O C L 8" PRECAST LINTEL W/ (1). #5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \Q o C.M.U. cn cn x o =fn0mN wV ~�U) a #5REBAR AT cu�Imw c BOTTOM MIN. (1) �Qoa�Z REQ'D 9: J J z uj Q w 16 GAUGE Q ° ° POWERS STEEL cn ti z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. o w GROUT z= L9 'D #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING ACTUAL 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) I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/ 1611= 1 '-011 CD m O N f Ln co i� � - '•,ice j� o �-,,. � � Q Z I W O Z Q LO N E �I1 w > o s o L �O U _W -% ccc 5 E W 0 �8 0 u t p^ •N Lu QN V L. 8 EC 6 � 0 ��a� LU LU III 0LLi W J W <Q 4O0�o `t LUOg-+¢mo03: OXX0 tRoomczaL) 1- a Z LL �pV5OwO0- �puj Qa O~oY ZO OQ LL H Q LL 0 ZCN w O� O Q�cMOI'-- a (0LL � 2 co - ti I-ofaM QUQ00 z F" z W J � m JUL 2 � Zd23 plaVir ns Re ual ew w Assist, Inc. crimplian ew e w am that lete h0 C ro hu D hra nn a Kla gi r P 30 Ed lion u O 0 O O O O O M O N N O N N i ' Z O � co w W o �- 0 N 0 M 0 � 0 � 0 Cp i LO� �-�• Z F- QZ W w CIzz - ••+ O OO U U U LO ^ i� o aZj_ Oroa .Q < z = w ill m~zO N W oo ■ ■ W <F--� z'0 '^ Q OgWO >= z U LL aZ • • Z pU IZ _o W Z Z w uj n c T- LAST PLOT DATE Z� J STRUCTURAL DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'S' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 1 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 414" 31-2" 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) 04.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964RE 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1115 1115 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 1 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 101-8" 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 5 525 337 525 14'-0" 12'-S" PRECAST (2) No.3 2 No. 5 2709 -1,49 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R.2 P473 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 328 455 2 No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7116 stran7+ N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2)7/16strand +2 N.R. 277 277 202 281 No 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 256 256 188 262 2 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 219 219 165 229 N.R. R 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 203 203 155 215 No. 5 N.R. (2) 7116 strand + 24'-0" 27-B" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED may; ••.�;'. �,.►•w DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF#S BAR AT S -SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/ 1U] NOMINAL WIDTH) J L QUANTITY OF #5 BAR 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)#51.(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1) (1) #5L(11#SU DETAIL'H' DETAIL')' DETAII'K' 2'-10" 1'-6" PRECAST (21 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 41-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'4" 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" 64' PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1 1881 2139 10'4' 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'- " 0 10'- " 8 PRECAST 2 No. (I 2 No. 5 14 9 3 1439 1075 143 9 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 98 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-T 17-8" PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 (2) 7116 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1035 1035 478 936 2 No.5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 961 961 446 872 2 No. 21'-4" 20'-T PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 934 390 763 2 No.5 (2) 7116 strand + 22'-0" 20.4, PRESTRESSED (2) No. 3 720 720 366 716 2 No. 12) 7 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.str5 (2) o. 642 642 306 599 IT- . r 1 r:r t q' h q•�izt DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 05 BAR AT 5-SOLD LINTEL I LOWER LINTEL CAVITY [I8x16-P-1 L/ 1IU] NOMINAL WIDTHr J `QUANTITY OE #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL SOLID #U (21 U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' Y-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 74' 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" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) Na 4 1764 1763 1578 1578 T-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 •;': • • P r DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P PLAIN LINTEL#5 BAR S-SOLIDLINTEL/ -1 MOWER NTQUANTITYOELCAVITYAT [I8x16-P-1 L/ 1IU] NOMINAL WIDTHr J `OUANTRY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0) #5L (1) #5U(1)#SL(2)#SU (1)#51.(1)#5U DETAII'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 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 9383 10000 10000 10000 4'-0" 2'4" 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 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 T-10" 1 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'4" 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" 6'4" PRECAST 12) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (21 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST I2 5 WIRE 1 D4. 2 No.4 1186 1186 1014 1251 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'4" 10'4" 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 13'4" 12--0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14--0" 12'-8" PRECAST (2) No.3 J21 No. 5 804 804 529 838 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.5 18' 8" PRESTRESSED () No. 2 3 (2) 7116 strand + 607 607 317 601 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 399 399 217 412 ',d• ',Aqr '•�#,• w', •w' DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 DAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTHrIJ `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#SL(1)#5U (0)#5L(1)#SU (1)#51.(2)#5U DETAIL'L' DETAIL'M' (1)#51. (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6" 2-T 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" 314" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4' 3'-4" PRECAST (2) 04.5 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" 4'4" 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 74" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 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 74' 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 2394 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" 11'-T PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand + r7270 22'4" I PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 q, . i '1: q, t dt•y .41 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LNTEL r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH J ` QUANTITY OF#S BAR AT NOMINAL HEIGIiT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11 "SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD % (SEE SCHEDULE) 2" 7 2' (1) #5 CONTINUOUS REQ'D f PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc o_o M (TIED OR WELDED) Ln Ln BOTTOM BARS N SEE SCHEDULE MN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51- (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 304" 214" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 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 10000 10000 10000 10000 404" 3'-V 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 10000 8615 10000 6-6" 5'-Z' PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'4" PRECAST (2) 04.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 97 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 2' -0 10'-8" PRECAST 2 No. () o. 2 N 5 2 436 24 b 3 1727 2436 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 3'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 112'-6" 4'-0" 12'-8" PRECAST (2) NO:3 2 No.5 1878 1878 1225 1878 4'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 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 N3 () o. (2) 7116 strand + 1254 1254 702 1271 2 No.5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7116 strand + 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 3 q'pig9 TYPE DESIGNATION ■r ., �'•'iq't ■� .,■#,� :'•�iq9 + Aigt P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY • • [8x16-P-1 L/1 U] r`,�•• L •i': trj••' '!r NOMINAL WIDTH J QUANTITY 0FM58ARAi NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. 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 SOUD #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DH' I DETAIL'DY DETAIL 'DH' &'DJ DETAIL'DK' 3'-8" 74" 2'.0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 7-8" 2'.4" PRECAST (2) D4.5 WIRE 2) No. 3 4511 10000 9686 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 31-0" 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" 64" 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 LJ 7-1 - T. I Ve-5. -11 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAINLINTEU FQUANIITYOF#58ARAT S-SOLID LINTEL LOWER LOWER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINALWIDTHJ j `QUANTIIYOF#58ARAT NOMINAL HCIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3' 8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" Z-6" 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 6-8" V-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'4" 64" PRECAST (2) D4.5 WIRE (2) No. 4 3338 1 3338 1640 3122 9' 8" 8' 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION i-1dr ■a&'r [8x16-P-IL/IIU] 0 UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR E A GRAVITY SAF LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL *DC* DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-1O" 2'-6" PRECAST (2) D4.5 V'41RE (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" 5-4" 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 • 4' DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD P A UPLIFT SAFE E LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1'1U(0)L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 74" 2-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'.2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" S-G' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4'•0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 68" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'$" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 w •'':i ri't '1 ••r:i• : '�i't �"r:i �••�i 1 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION $� M8 1 O° [8x16-P-IL/IU] ��J LIt� TYPE DESIGNATION P-PI AIN LINTEL/ rQUANTITY OF #5 BAR AT S - SOLID IINTEI -i I LOWER LINTEL CAVITY [I8xl 6-P-1 L/1IU] NOMINAL WIDTHr J `QIIA NIIIY (�L #.5 HAR AT NO1AINAI :iPl-H1 UPPER LINTEL(.AVIIY SAFE W 8RKINGX 8"L NTELS L LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 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 64" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'4" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 144" Prestressed N.R. 417 1514" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2l'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended Pl for cc M N O N -'•. 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"I March PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553142 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therrr aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112r�_6 TherrraTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/3112���V' B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/201-44 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 1 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wa re -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747.and 847 Single & Pairs of Doors FL11537,1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499,2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30I2C125 Pella Corporation Series 10120 FL11206 +35.0/-35.0 sf 6/1712027 Pella Corporation i� Pella 10 Series FL16603 +60.0/-60,0 psf 6/2212023 B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5125/203 C. FIXED MI W ndows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI W ndows and Doors Series 5764 FL15353,2 NIA 12/31121124 PGT Series 5500 FL261.1 NIA 5/26/2026� E. OTHER 3. PANEL WALL A. SIDING .lames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12131121_"123 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/21�t23 7/30/2023 Alpha Aluminum, Inc. Solid and Venteo Aluminum Soffit FL16544 R5 +54.2/-54.2 psf C. OTHER -- 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29/2023 Plygiass USA, Inc. (tor Tile Roof} POLYSTiCK TU MAX FL5259 N/A. 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge dents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomaico, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 sf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2'-125 F. METAL ROOF Drexel Metals, inc. DMC 100NS, DMC 150SS. DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31123^45 5. SHUTTERS Ar STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31120 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/3112r23 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart _ ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31121024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12131/2C24 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2C�3 D. MATERIAL Cast-00rete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5125/2C', -4 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE I Q3 f ::)NGa :IE 2"19[?:;1 '1 Jl: rlr - ,rlr 1I;11 r•� ;L11 ;,n sW ,dl (D �--a iaulWR,c,( rtcr1'l 1;.rlrl+r-S•s r„raze'. .� _..> Product Approval Application Nt"ail - . - .Ilo{n st A LIGtn'IC 4iAlldnRc" t)Y V r� 1- I - 1,11, ",I. 1 rL' r, < ,IL'1 d.•I ) tCl If:r w {4Ci"iCfl C.1' TI-i,4 y.-PL r r •., ;;r.{, 'r.1.. ._a .�..., l.y JcnF SN,rr:.l,. rv? a J Korij cF r� O -� FUA2Ca70 R3l.L• k'7a_F+ 1111. A'• ICE A-^1O'.r'11 Tn' )Lr SCOT. 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ClassA; and Smootrl-Star NomlNl7da3D,p aquoq Non-Inpadarquoq Opaque 1120112022 No Yee to WA Comprnib Free FibelSlms 75ttpb Door with Elaalaxa (Ins.YrodoYll-+ro; xo, ox of OXO a I Tn.nty-rru FIaY.elaselc and srrncm•sfr o«trigufabons) N«nhr oss39;oagFwl:rwl>•NrgaaaquoE; Opaque 1?rsireou &quottwlmprglass No Yes r10 WA Florida Department :,' Bus'rMss d Profes31ono1 Rog\i4stbn eottsla F.p., at Florida Dgpaftrnant d Business S Professional Regulation F{onao Gepartntert of BLr:ne>, & Pre'esrlonal Regu�ltbr ram,. t df CampalbEdge Door Fkun pSwirisanal;,le IrimpIarl BuklnpBusineArid .ta,oProltlelri, : RterldYBLrsxlarrig as-, P:arcarts' Iar7u:+ de•rlirlgdOuNleYeg; X lardigwlion) r g, Theme rm ■�Tru FIuw�ClwsK and tarrnooth-80er N «nYwlOgFn 8rtl/3a:0a'quotrlonlrltprciAquptOpaque19f911'JD72 CampotileEdge FibelyNaBinglsDpor ash No Ves No WA ProductnpprovAl Applcation Detail Product Approval Application petal) ! Product Approval Appllc atkxt Detail I Sid(a) pig, )GO, OXOD, ox (O Nits --- -' sn,wezFs,rda ,T.'+ _ conlipurmons) 8 h.Th•rm►Tru Fibw•Clrwie and SnN ■a•bba Nominal Bie30;08qud.Hon-Impar36,quot agw Op12131r2[R2 IJa Yea No NIA SL7i9i"eJ' ra;'e'•N1n I Compoalr Edgy FlI1NgIMe DoubtsrJaOr owllh of�.�__ - _ - 1dL' L.aC 2■{ Iiis Pett.ekn■m P■e (:qt! kCVMC3Y Ildl PW Date PORMAnts af "I)!: ErraH a I ilia ia44Tova 4n�' mil" Soss7tee (7nrmAglOmmi. xx or oxxOView-� Skat a Lrufle Yrtdred a FeC Aowvr apy�prq , 7pyuym a6'er6aT la,S aaa �yldid k ).�, Mro*,f , _. � ygysAn-N Apr... 9 LTharrna-iru fiber-Y,;hrpFC IuW STgolh•9ar aonipurstlonn) Nomn•I OiK19:86quotNon-Impnel6gtFok Obxad 12/3112CCi2 No VK NO NIA AMnrYtfen :t].0 PGt rnd,w,es .pd#.mn.xvx Janz RualFwYl Ma spade aCCOCER zRar,ithda aCCO-VM 71A16R02q 17A54020 11N1r2U:r? Nor•a,M Rrr,eRn 2p:U Ml vdndawold UOa< Ul W.d:WSWn. La menton gem snooper Wb Rlmw.PE Bowen 4,Jrtdv. P6 Etva(717)366.3mow 10108@010 f01pp11020 tent YQ020 171157:70 ,'¢;,�r•.•n,1 n:!r•.wtb'yr :r..: 'c. : nr --,n,. rma3 ar..:k' k'<:rrvna l!ery R..rn..'.PR rtpia �.,n a.:-'.-.: •. :.. Irl , .-[I.. na.;r„Mf Composite Edge Fibarglaes SinOb poor CatPW I-$Row•0730 (1a81375..11 PEsR 17J145Y I'.repo:v l+n'na. (101 I; a...> -I (NwrNIt9/OlrtFr,rtlg. XGYJI'11rgUntADni m,NCalepary: Fltaa Irosanaa POenoarnaLC 'elYtCa1•Ipafy: Niva0n4 bdN,gel*nhvtl_oom 4AK'aga Cary' 10 }Therms-Tru Flbar4We1caM 81»oom•3ar Nominal 8q,K39.6 aquo7,Non•ImpertigFaN rlaldrf ,?fit ill)]? huF vK No MIA C<wryFprw raaFm: Car0tamw WMraUWnp CYrnFparlrw rraoh EvaaosEpn Room tam a I'.omPll�mca rrhad: �.,nN�..�r n.lvnrv-r I..F,�rrvnp ry GOn,F10•IM Eder Flbrglan SFngbUoor -nn Florida Raglatem! IrQlatct or Uarlsad Florida Sldell eftil IlnenNvYM,1,AsvW1g; XO OX v OXO FLA243411211 Prook. r Engrver TIAhi!'i1:;B'LiRov,/cta o0n3gUf"0Y 69&AN truss ieaga. lita�' -AlLY..?1LLr tl!zt Astwaad for Uxw AmiumiLm u RL�a-1 0111.1 11 k TAemr•Tru Fber-CIa+Rie and BrroF,tlF•8rr 9 t.`1,57 Fd117?7 sctDOW rdo Yea No NfA F.adrrkrAt Ere F,+�F`ssu5 w''-'n"n' aw a 'R',�uCC Ya:NI. MmLnp:' ar NAM4 iY 0. I C •..' 1'...I t f( 'y-wPIJ 9 :•:1.GiY t72= OUtpOY IIYMZ 8yy71■yg111 YJ,pslYlt. rth fir panne Edge Fibw9laea• Doubb pear -nh fir Composite lbWglo* DOD tvlltcsn SgelRae fins-1nglOells-eng. Xx of OAxO aloft kg 5 PVV-l52C �',lora+Mfaalle Impwd, Conrad Nrr1 Flied iMndour Oe7S02025 1� Sailllt.tlld6i BtsFltoclt j_;,t Year vw Via, NIA AeerarW it llw Im�d La.. "1'!' tl NLa0+5 Fa NFChxrn wndW nt, rs . . 4 �'.,H .•, � Yw9 Ynx Yex NrA oonesol $INt FLa a a." re, mr a n m. 2 5781 SA$pi al7rilalWs S Vwegl Numnum Nullw 1211kt/l021 LL LUQ7L Me Pu6r11Y NQIt vw !aI■leli Vas 1-- :„ •. 12 t Thor" Trot Flbar.Clawc ono SmwtMEtsr IJorrtr7M 78KNI;OAq,IoCNoft-lmpaa8qud; GIaHd 12/31/1022 (Dcrrlpc•it• Floe Fibarglmw Single Door No VK rb rNA _ 13 An. Thermo -Tom Ffter.Clatadc end SmoothStar pnwsfnpKlulrrYl<K X ooMq«ation) Nominal 74M;0&gwkNR,1rNpodaqudGk ..d 12/31r2022 No yes No NIA Composite Edge Flbglaw Singr Door wth SidNaa(s) Qnea■glOuts-xng, XO OX or OXO bong) oonlpuraooeel tmr for n The•TfY Flew-CYwb ant 971oeth•Stsr omIMl 0bqu0e Nen.lmppttaquar Gu7a+i 12f5112072 r,n vas No WA CvnD0alta Edge Flhplpaaa Sing Is Door (bawlny0uicwep; X rJ10nllpuroaon) ' I' 15 a Thernrr-iru FnzerCbnFw and V'tnoth3taJ Y/arnrW 88a39:0 iRIlOtliOrr-Igppdga{u0t, Gkt•d 121312022 No Yes No NIA CompaiM Edge Ftb•rgleK Smile poor afar BidNis(d (itrWMrgrOtM-Ilia: Xp.77x« OXO Flodda Oepertmert: of Businessd PrafesaRequisitionlRequisitiond Requisition Pop t FloridalR ds DepeWfi OT Busing"a Profasalonal Regulation , I f kr:.d,t 7cl;a'tn`.r.•x i C 1 Ito. :• ¢ hr ;k,":vl IL>q,.:3'Icr /.. ,., I 16 p. T11NmPTFu FIew.CWakl and �iFl%ndtf•:4af lannpuretnnnil tklx,tnN rS8R3p,0 aquat,NOMlmpactaglJal. GlYal!A 12J31 R022 P,fn yes NO NIA. BukLltp (:ortgs and Jta nrkJrds 1a2a21 Building Codes and Sanliereh .. LlL4'��dlrryT l.4. rD •: .lr tl ,a..11 J.. rL13 d'!'' C.cmpralle Edge Flbrgtaas poubb OEY1 aatn or D ProduacnApproval Application Oesll Product Approval ppItcsUwl Deail Produtlicaton idl ra.o.. aSrmNl aarnllad) ..... ...... T-_ ._p. '-N,.sI __._. ,.,... ._.,FC.._ar.c..—a 17 a. Thortts Tru Fbd-Clsatic and Smooth-3tu 5d0uotNorrlmpWAquOpaque 1?r31� No Yes No NIA I .� T1Ed" rbergleas Sing* Dfv ;4r 18 r TMrma•Tru Fb■•GWaband SrnoMSuNominal (1 ai�uw'Ani: Vabo ) d0e,8i4uocNorllrp8d8q,rot Opaque 12511? Categories Edge FlbarglaaSrngr Door vAh No Yee b NIA 1Yat C2df YCa Igio Pa2 Pittaoa 4Yt YM■i F 1aaai � ig 12Yammiamleie J�9 EstWr:lEYl Pt Po �IYW !i■d P�Pe9s lBCtoa■ Pat Eeimnd s91 �to.P..p nA.s.p. u.ial_ YDaae;tra dw Bs.s. u—R a'p.sl.la•• Nuer{asltl Tr(aInwrnrr (IwagrOubwrp OCO jxO por f c Rayia, A20 Jain" /Nrdrs a0aa• Raaacb Ina Chad Ohgs V.A drive Tan loriOVYaae. P.E. r 07,0Yl021 12/tAN021 dap FBC Appn Redaton 2020 ANde lA Nick Thamp/en lytlnF 6damd,P.E RynJ x►li: O.E 07AsrID71 o.nvmJt R2lo71 04n3x �r ._Lv. V t.c• .AP.,o. .v.M ,8.t ' III)III)a Therms Tru Fbn Ctaerc and Slnwln-3ar NwnrnYl68P9q,B dgFFatNan-Inp•ol6gwt. Opaque 121.i 112Q:2 Na Yea No WA CarapaT: Pans wYRs t90pt Se5-a369 PE-'1a62 f35b JI)T-25?p d White Prow t33g 9Zi-?3tN PE13YOp {etas 76r-0565 crepw7r Potfnp SoCCarpory: nsr,at 3nnooes .•r': .•I „. . n_a"r CAN,' Compodea Edge Fihsgrr Sipe Door -Arlo reCrepoK• 90np eh W.dlrrreas�{reneah■d EJrCatapatc Sdaa nMwnpsv,®a1Wa.ewn 'Irlearrhetl: Wrurlan Re non e om►• Frv1 , $dr neW avaaf XO, OX « OXO •s(•D r � na I:earyal■la YaHOR Eraluer» Bogart fans earn eemPtlanee raged: Iln/urlen Rapwt flan a FIoAdY R rawdArdoNael r Y Uwnaad Fbfda 9 ' Florida Ragi.IwreOArcntlwd w a uanawd Ctl,Oa 20 t Tharma-TN FloarClaMtt and SmepBFSter COIemnIOYi Fiestl 011d tt■ mnRgtlntldlla) Nominal SUM() 84LN*Nen•Imp•dLqu t Opaque 12731rIM No Yes No N!A Flaletla RagNeretl ArdFaaet d • Llc■raeo nrn. Prohssiona Engross Pral I P: den,knal Fnpnee. Composite Etta• F,Lwplew Sings pod with ftoEnprem �.BSi 9ddiEs(ylOnawnprGuraWttp 100.f))t«OXO (naw OX or Futsfy2-asrrewas Continuous Arkt Sfe oonflpl, awaftAssuranow,Amawdto Ilso Ap«oead r« use (m ITT Quota, A,•W— A<orer it to Use A-- d fa' Use bm kL-W-. Q'.;^'RY :"rf :Vert« Mowed for use Apprq're 1r Ygp kt2r•3 omm 2+ it ThamtsTN FlDw•Craelc and t -9Yt n Olazpd 1:13112022 Na Yoe N. r'.'A N! Product Illegal, Mapbar or Man* ;gy p SAS t81liR1ir Outdo.RM IS1Mara fffiflNd arY Rmst anal. WaMr' or Nema hMrl aaoerlpill Cpr■We Emlrrl-Cra a, NVNY WMdz NVNZ RwMMtt nr..<a�.:. �F atFct Yodll. Nuf6■ a Now Lh,n�{yr,ty'n,.y„j!;-. ti'.ral �rrl Eu{� A , Qole )�j ' g �(y, Comm site Edge P8bergla angle Door - Compatls Edge Ftbdrggft Single Odor rAth M 9a01ee{4){IKWng1016Wng, XO, OxIXOXO Q 4 , X0, OX Or 1 Callplaaa Lap Skiq lk L ihr•esrMal hpsidng iZA1RV23 yes Yw V. N/A WA 1 a6gltt2rayai 8019 Vrot«Bdltl Vryl 80fa 1?1372p23 No Ytt Na 'I O.AF AeFn+at RUJ'?1�u,Nyv v1r,c �:,, ,ul•= •, 1..'�.' ,:<.: r,u .. ,.::u n,.• a.. •. .: _.- .: w, s ;:a rl;n "n. t SICWIM bead and po 2 Lap adiing HardpComplo ibw-4emant leP slang 12e7112 2! Y. WA WA 7 a Yqud2r&ges T4aq.at: Sohn vent a $didWad VYM arm 12131=3 No raa to - I .•'+.,a, , , tr n:�.nnlr +•: r,;.r, 22 vTltdmr-TN Fb«-0lassro and SrrloolMSbr Nominal 881I98:0 oqupKrkFn-Inlpapl6yuot Glared 12191i2FYL2 No Yes No WA 3 C. bpF<t;trawbrnu NMepa 9wdMYp398oMY Vent or StllO YYryt 9df 72rJ7RG23 No Ynt No Composite Edge Fiberglass Single poor -Alto f 6 aqurt;os.q of Sane Vwnl er Solid tlbd EOM I221*023 No Y.. tOle 9larea{y a rls7NrlgrOuts-1rp: XO, OX or s e, agYr:Ctlrtr rsakagY41; sat Vr w1t goldWOO aoM t 2mna23 No re a NO i".OrltmW W Hood and SY conr7guraeorbD 6 L bqud;Super 3penagrrr, fRdal Vml a Shcd Vzry15oHF i 2Rt/L020 No Yea Ne , 23 wTlMTru zma-Fiber-Clarkand SrnoolfF•S'tar Nominal fWg0;88gWtNon•InpatdB,quM, Opaque I)l3if?bX? No Yes KID NIA Compete Edge F drhal Door Panda YAM VeMetl .-,- Siddas(a) flnamnplOutawily; x7l )O[Xd XX)O( a«tfaunbvna) - - ---------- 21 R TMfma-TruFrwClYssieaMSrnlwM•SIw Nominal tlM3QDdquo[:Non-Impamiquor.OpoquY 12Gi1r202? r!n Yo, Nn WA Composes Edge Fiberglass Doc, Panels edth Vtlnlad Sidalb(a) PmYnEFgIOFIrwYlp; X1l X)0(a X)OX oad'gurahona} I � ,- y TharrM.Tnl FrwtuatlE and SmoolnEhr NomM16ia3g;8 agtFet;NM-Irtpaol6gtoot Gigged 12Y31/2022 al51M.8111,q No yes No NIA I. f:OMPorr Edge Fottsrgrr One, Panda Year Valretl 9deli FaA+Ip, XX )OOCd J000( Florlds DepaMtem. of Business S Professional Regulation P.ar 14 ! Flotlda Dapedniant of Busa+uss d Piciessronal Regulation I Fbrca Ocpu imerd c' Fi.ls nn« i r> :ICnal Ftngu:YdCr Pap., n 1 o«diglntlonf) Butkk',p Codas 2rc1 $taftdards IOtaml, Building Codes and StandardsJl", S!-jr ding t:Af]C Jr!1 � :.]F :rJs A T Tharmh•Tfu FberClaasrc and 3mtlolM9ulr Nomwl8fif99:O aqud:Non•Inlpmeliq,Jot daaW 7203172012 No Yes Pb WA Sicwiw&) ln1W V.:N lsw Door xxx ovd#t VemW 9loraa(U pn►ryngr•'llAswrzg xA xxxd xltxx Product ,approval Application Oetatl Product AppflYval Application Detail P(cx fuel ANl,tn\'ai A11},h,:ali\w, Detail 27 m. Therlrs-Tom Frtael-Claukrrd Srtwoth-Shr Nommdl B8R3a.8 dquoC Non-InrsntiOquW. Glared 12/91/2072 No yes No WA -, • ^ lx7rls Edge Fiberglass iraYpe D,T« utlh 38,039 0 :�, '. -_ -. ,,; '. : �. _. _ T�v«•x.: Oddlr(aD(Ia3Wr12RJIdsIrro;X0.0)I«OXO � .. .. .•_•..,.- - 1'L'xs. Pitt Psi P1trlt8aF9 PEs � �.'C�arJ 26 in 1Yrxmo.TnJ Floef•r�gsak'YfMfSm[nth-tiitlf arelpntne«1a) NOmC,am�aill:'Ig;BF 1?/J1I2a22 Nd Yee W. ruA YiYi� ate � 1121 m� vrewaw r�stMry� R FSCAmraat � I M<`Fr,M,lr,rw _�_, Carwwra w r•«'aLl<«,e. vrareo .._-,. _ _I vrldyrw sYAnmw eec,���,w APy<;p ._.�':', �S., Fiberglass Door wMl�d �' ro YArXO BWdla Aotluats LLC i p�'.,1 N- l4h aW I�ANa1 pE InJNd Eden at tt��� t� A� MWrm LV.tla4 dp 'IhcMnpaop MdlYaeNrd Tony b16Mn 2SlMnrl2M1. PE oN1Y�m OW 1�.' '1 I N.tvlsrm • F.od4;n R1a7er l-rnre,+oM ln., C.Ia,.rW ,lom.IBb Jen•`..l i9rltk�r �t..�+ 'FiaC�un k..enn F'i ,• ._, , :g CI c:�1�. 3iLM39,71 Sidohtea swan g 0)0('O � yUurwn Crapdry: R'wm,9 r Ntn ai4•e8H PE.. aside iYEd) T72•a2?Y ANIYa Caq'OanY ITA11C OI Ia1312M-Se6t P6�7aD77 i717131T-043a i f,a,'dn2 Cr;hCrtarrnr. 4rx„<J I ,'�:'� :.. �� I rptn.,•.,a,Y f."°,• 31 +.1'i3nd 'r configuration) KI ) ardaCarpnry-UMedsyrMds kwM_eOara{glrrlo.cvn CrIIeQOtY: Rasing tm k YdtilartivY oQhpaarn 9 anther -r, r -r I. 2g tt Thetme•Try Fitlw-IDaage•fd 6ngeM1•err Namm186A99.08pleokNon In,paeNquoL Gland 1:f31120':2 Na n'ea hb WA sampan- WMod EW41amn Ralatt tram a rA1Cat p tparY. Raatn Auwtsspnrk mr art wn 'reporp 1r�, aN Fmlw aruun Puna g tk r CdnprldlsEdpaFib•glwSbtaeDod-1h3ds3?0 Irnnaal.�•I:,rn,wRNoaRpw,'q.k+'r � CargtNi Yrhua'.Fr I r,.err.Ir, naYA Idaku dC«DXO aa(le) (I npf0 rg; XA, flerlde RagxlaratlNWbd as Uw,wafluda Conpllwnca r■hrKt Fwe,eta, Rnaat t,xn a � ler,,wa vnrm• nvr. , n.n<., k Fib•r.Gtawia aorrlyyurallaRa) IJdntild 8SMd0;0 tglrotNon-Ilrlpaetiquot, Gbaad 1?13t2022 rM yea No N;A FYNrArwntl Endner rRonda Ragrararsmawtraurxl'sO 30 :d Thermo-Tro and Srtlooth�w CdnpOaits Edge Fiberglass Double Dow with !!LEL2a2k3tPt2iYaa Prarerwnr 6opMr -•t-f-�-� I n 1aa9:0 SldeK 1YsMnglOu kWni• OXXO Salted awAgAgiaku lNYvaa to t/se Y[1aYci illrfa: IL.IL.4R1 RwduW 2JlY A-W'xrltr Amevt•A is Vol,Ata Ur Ir gr:�Nve 31 b. Tllrma•TN FIbOtCIppYC end Smoom3mr WnhpurAtld,) N«1ltlal Taea2,0 aqu0CN011-ImpoatsquoY, ShpAw 12At/2'072 hID YK ND NIA lafatt arad,rt reBa Na,trr wlfrtr $ia■1. ,:ratan Eaphwmro gro aaY?872023 �� PI�QtZ L :stases. Yw rk: N/A NIA ourla Axaurarca Aowww for Use � �efl ea 41u.' I ;;� P;-ax,,;. ,-_,_FL F • I ;,r N, �,; -"_a.?. ... 1..,..n• ri t •.rr. C�r�r• r�I FrN arts , .)n , , r, i••'N"•+'•'. o+ MVMi lk,lurf• •.wl Nerl�:«+1 }-�,u( N. Vex Ito FL'A utiflK COflpOlda Edp•GIKad FMrgrK Sfnpr t TAMIIO Rod Ugdene0ar■I,ls(HVFQ) ftatf urlrteaayresaslOr uaen -pC 141AQ 6woa Rmuel Medr-N,aner r11al1r ,nrae[f �nO101bn s�smEselul�.Pita JalOQIIL 1 llf■tlf� Door 'AId1 wwM•N 111039:2 Slddb(a) Nnedeedla. , 1':MK. J F Ix To(u U/lfedae Vent 4th Baao sx 1Ia :'e or. ratic two vplbYta veEn Uaina ax,nAlLodS Yw Yes NIA WA - {In■Nhlp/GUseNtq. X, OX XO Of D)(OcmlgUrabonly :. TAMRO RaI U,atlenelrneroalMotor IwVFC) Re0lur,aoasyminlzla uaen SCnenu/NQ atirSEP.Q23 /lo VK N,A ,i,A 2 IAAN:3 UwAtua.M 4rN 7aa/. ifaV}!QU^.a ti4 Yes NM ::L p79dAttdrs MM':O OnWoo Pool vwv rML Ftsrr Al ux daUO r,grvnnrhlw trio ndeprnln;l trnb aornr2n:A 'rw Yp NM raA t (ANV.CF nouns iq, OR'Nrt}w van) vrr, !laek•ra r,b :r`pa rsec foot ve+rhlra min UAma ufaCer2a.•'d Y. Ye9 N/A ro.A JUL 1 f 023 Floods Departmen- of Business d Professional Regulation r'aJr, , rK I Florida Gkpartmert of BLrtlneve S Profreatlonal Regulation r,ry r,ry � : r , �', 1=1ariLIY ['atpYl tme:d of Bt,seress S Professional Regulation cap- n rt Florida Department of Business and Professional Regulation Building Codes and Sandardp ^r,o:,+ Blakllrtg C(K1a3 and Standaids Lkidlrp Uodes ana standards Building Codes and Starsdards 3/15/2022 Product Approval Application DalalI Product Approval Application Detail _ Product Approval Application DeUll girt Review i Product Approval Application Detail I ,Inc - no,g� I Plans Rev com I p a ved )tit Itstllis ainnir� �� �tJOieIJlLagti Y�.®L BYt p■a lane Ytlle■W ■iamlma iVtloo®Ol lla�1■a a■In frf0e Sat 7(�ec r. ulr,ur■ YaW.IrI Sars3st Frnilatsllf¢tms YMNatsi.irc Pea arts Y:d101Y! 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(twain 061140017 ND van NO «4" AM 180amp miharNararwaamnpep drl 11AW My1 MglM Ndq Tnoo 0"rine e[warm Wr MUSCAT 40 Wr t ------------------i------.— ----._-._._—__._. __----'--------- F idda Dap "room of Business A Pmbaealolmll f bo latlon et1', • t FbddG Dap"As" 01 swim" din PP ono Reg A~ pap t a 1 Fonds DepGrsnw* of &W taao A. ftyka clonal Regulation Bulding Codes and SOonderds awaeom MOM Codes and Sbrlderds 1n4faarat Building Codsis and 3W%kvds nr l :uv Irmo" Approvd Appli esban Debi Pmgdlldt Approvel Applbaillm DO W Pro" Appropl Apoie#(1sFt Debi PtlP>111#t 9Mr CrAkat 20 no glAyhdm �Aaa Ram Cast Laalwr. Goa Gage lrhJldm Ra _ StFflt _ vemr.ar Do 9d1 001%00 FGCAprwal up" Frt A14afrd4 fail Pass ag P P,4, joviar1�W R*YWMtwwrtleprlMspsaow gr, P. E.� clnv C� am470m malla070 APWMd � Pam GslleuePM1 VJMW Y.Odlmear, P.E. U. 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March 6, 2023 PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12,30I Far direct Inks to all III approvals hied below, qLQ lifflit For additional Inknostran regarding Florkles Claithirlde, product Approval ftsifern and MismH)adir County Notice of AcrAptaince (NOA). C,WCL 1%le FLN2355-R? JW Product Model, Nura bar or Name I Titan Stainless Steel Concrete Masonry Screw (11 N-SS) 1/4" diameter Titan stairtlessallool masonry wow FLNONS-RO As" Product Modal,Numberor Name 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD921Z S010112. SDIO212 ',%org Drive SD Connector Screw 3 $DOI 12SS, SM1 2SS Slyorg-DirveSLI Connector SS, Screw 4 SDCF22434, SDCF22512. SDCF22614, SOGF227W. SDCF22858, SOCF221014. Strong -Drive SMP Timbl Screw SDCF221134, SDCIF221334, SDCF271954, SDCF27=6 SD(;P224,1A, SDCPI SDGP22614, SDCP227D0. SDCP22858. SDCPl Strong -Drive SDCP T rin bel P Screw SDCP2211 W, SCICP221134, SUC N 71400 e SDHR27400, SDHR27614, SOHR31400, SDHR31614 Isiston;-DrilviiI Combo4rileal Screw 7 SDS25112. SD825134, SOS26200, SDS25212, SIDS25300, SDS25312, SDS25412 Stic crg,Drrve 606 Herlivy-Dulty, Connector Sciervi, SOS25500 SDE25BOR SOS25800 8 SDS25112SS, SDS25200SS, SOE25212SS, SOS2530OSS SOS253129S Strong -Drive SDS Heavy -Duty Connector Screw 0 SDWF2716, SDWl ISOWl SDWF2726, SDWl Stroing-Drive SDWF Ficor-to-Floor Screw FL4111001117-1118 §A" Product Model. Mum bar or Name I ATF08, ATRIl ATRSM. ATR314 Throardad Rods 2 ATUD5, ATUC&2, ATUDO, All ATUDO-3, ATUD14, ATUDI4-2 Aluminum TaIll Device 3 SP31l SPI/2, SPIll BP5/6-2. BP618-3, BP3f4, BPV43, aPRTU03-4 Bearing Plates 4 CNW318 Ctwifil CNVII ONVII304, CWM-112. CNW3/4.SM Coupler Nuts 5 CTUM, CTUD85, CTUDeI CTOD75, CTUD76, CTUD77. ICTUD57, CTUD88, CTUD97 Coupling Traks­Up Device CTULVS, CTUDW 6 N3, N4, N5, Ne Heavy Hex Nuts 7 RTUU3 RTU038, RIUDAI, RTUO46. RT1JD5, RTUDG, RTUD7, RTUD8 Ratche"Take-Up Device a I IJLV, I U010 Takei Device 9 TUW38 Tarkil Washer 10 URS.8 Will" Uplift Rod Run Tradown System 11 LIRS4 112" Uplift Rod Run Tledown System 12 URS5 501" Uplift Rod Run Tiodown System is LIRS6 3/4" Uplift Rod Ron Tiodown System FLS10441-RG AW Produat Model, Nuts WL2LUM Product Defillorkitilloll 1 OTT2 Hob -doyen 2 HDC1014, HOCIC/22 Hold-down 3 HDQ8, HH001 1, HHf)014 Hold-down 4 HOU2, HDU4; HDIJ5, HDU8, HtAJ11 I­r)IJ14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 0 L_S1HD8 LSIHDBRJ Strap -style hod -down 7 MASA, `0ASAP Foundation anchor MP 8 MPA132, MPAI" Strap-styk- purin anchor 9 Pill Fill PA28, PAS, PAM, PA68 Strap -style purlin anchor 10 PAII8. PA123, PAII PA135 Strapatyle purlin anchor 11 STHDIO, STHDIORJ Strap-Glyfle hold-down 12 STH014 STH014RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3,"20 For droot links 10 oil SOT OWOVWS 6*od b0oi C L ICK HER --1 For additional infamy ti on !n!2�2 Flovidar's Stallantildis product Approval -System and Marter -Do de Court n ty N oul of Al,•W ptatil (NM Ql 21 L3 series hangers Top Flange hangers available in viril or 1 9116" and heights ranging from 6,318"to 22 LSAZ canes hang* s lop flange, hangers available in forl of I-QI and heights FAM0119 hOM 9 1018"10, 23 LEGs LEG$, LE07 sans riangers. Top Istinge hangers averilill in widths ranging from 3-114'to 155- 718" and heights ranging florin W tro 3% 1.12" 24 NII ML07 sairlostriongers Top hangs hiergarris available 1nividthas ranging} from ". 114"' to 6. 718" and heights ranging from 0" To 32-It7* 25 NIT son@$ hangers T up IlQrlge hangers ovgliW* in Wdlhs ranging from 1 -WlV'W 6- 1,r5" and heights ranging from 9-114"tci 24' 20 PF, Pil PFCB, PFDSB sales hangers Top flange, hatrilill avatWor in width roll -Wlir and heights ranging from 3.303" to 7 liff" Z7 RR Ridge trallreir connel IT 26 VVP sellers hangers Top flange hangers avistallse in wrothr faingil from 14-110" to 118" and heights ranging 9-lWlo 32". LUUM&A &MI Product Model, Numbar or llama I ABA44, ABA44R ABA46, ABA46R, ABA66, ABAel 2 ASU44, ABU44R, ASU46 ABUJIGR, ABUI ABLIM, ABU65. ABIJ66. ABLI06R ABU86, ASUSSR, ABU1 010 AHU1013R, ABIJ1212, ABU1212R 3 ABW44Z ABW44RZ, ASIllil ABW46RZ, ABVVII ABW68RZ. ABW7-7 4 A--4, AC41R, ArE4, ACO, ACeR, AM 6 K4, SC46. SC4R, SCO, SCOR. SC8 BC52-214, BCS2.3M 8 C11144, CM, OW C868, CM 7 CBSG44-SDS2, CBSQ40­SDS2, CSSQ66-SOS2, CSSQ80-SCIS2, CGS088-SD52 8 OC, ECO, COCU Series 9 COO-91=3, EOOQ­SDl;2 5 Series 10 ffrr44Z. CPTOW, OPT58Z 11 EP844A, EPB44, EPl EPEW 12 EP64Z 13 LC844, LCN6 14 LPC42, LPCOZ is Npaw, mpl MPl 10 PE544, PS44R, P8418, P11188, PSISSIR 17 FBS"A, PBSM IIISSISIS is PSIVe'Fil 19 P044.18 PC48-18: PCAB-18 PC64-18. P0815-16, EPC44.16, EFC-48l EPC4&15, SOC84-10, EPCMiS 20 PC4Z, PC;4R7_ PCSZ, Pl Fill Pi EPl EPCARZ, EPl EPC5RZ EPl EPCWZ 21 FPB44-4Z, PP13i1l N RPRZ FLj11I 0111116•ffi 112a Product Model, Number or Name I FJA, FSA 2 FRFP 3 GH413-6 GH46-5, 01-114", GH48-8, GH41 0-0. 0441 " GH66-6, 0 HWD, GH68­46, OHM 8, GHSI 0-6, CH61 0-8 4 GLSGA, (31.868. GLB5CI GL85D, GL87A, GLO78, Gl 0L87D 6 GLBT812, GBI-7617 GLOT510. 09081116, OWTSM, GBLTS20 0 HOLBA, HGLSB, WLVC, HGLSD 7 HGT-2, HI HGT-4 a (IFPIO-SOBS 9 IJRFP Pmduct Description Adjustable Post Base Adjuaftble Post Base Adjustable Post Base Past Cup Post Cap Embedded Column Sam Embedded Column Bass Bolted column cope with W1 ranging from 3.1W to g,412"and 1W ranging morn 3-WI to 7.112" Sirtavred column caps YiM WI ranging from 3-11W to 9-117'and W2 ranging from 3.98'to 7 - 112" Concealed Post Tin Base Embedded Post Base Embedded Pool Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Pot Cup Polo Cap Post Base Ratrofit Pear Bass Product Dersedgl Foundation Anchor Flat Rouraft Foundation Pialar Girder Hanl Giulam Bearing Pleats Gilliam Bearing Flarris Harlotry Glulam Bearing Plate Heavy Girder Tiodown Onivenia I Foundation Plate Universal Retrofit Foundation Plarts, 4--1 U) > 2 Simpson Strong -Tie 2020 FBC Approved Products OPiVOCI 12FWA20 MM Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Forwelt For dWi links to 0 SST approvals little d "IrM ��_ I 414W-." Per drelt limits 11 Al 58T airict,ril,,rill, islil tl-lo,l Lic. ll 14 r, Inks to all 88T approvals load belowl QWQK_Ljjl ehl For a4dirlornalrillistration regarding Floride's Stelanirldre ProductApprovoltystil and MwV4)sd*Cmnly Notes ofAcoliptrancir (NON. QWI;YH R mc, 14uvi or li, N:.r~ () Cll FL#10446-R6 FL004ft-R5 Il ­S.' Face-ril tiarcern avallahlo Iri w0flq rairgIrighon, 1-51fl 1. 41111 3'and nieltrits ningng from 4-5tl 6" to, 11 Corroaaled flange 70 -0 ft" Product Product Description JW Product Model, Nlunber or Name Product Duciription es�cn -1VULIll� Ql 1 A21 A2.$, A33 A34. A?b A44 pll�jres 1 LT. UTL3. LIT I I Brook Ties C c � I , j : , ! ; 4._; , ' ICP 0 -= (3) -rl hai -7: '1 0 0 0 2 APA21 APA4 APA04 APVA21 Ill APVAS (;indoor Acx eln0f; Angles 2 Clffl,,71�1 Clvl!�714, CIOSTC18 Coiled -Straps I(I "sil rilairr fl Avalable irr,virl vangw, ffror, I !,"to 3 APLIA4 , AP list, AF lVb?d6, APBOOR APLA68 APBWR. Ail U1 Q, A, -11111 0R, APV�A, Outdoor Arocarrits Post Bases 3 C514, i U520, C-522 Coiled Slaps ;-,d inn tir.)nn 19. 1 Wtcr 16' , , = - 0 U_ APIVE144H. APVWA APIVUri APV698, AFVDIl APIA31010, All L1191 JR 4 171SHPI(1, CSHP20 Coiled Straps n 1 5; r) I S r) 1� Face mount 0 -4h- it 4 APDl APDJT2R-4, Alol APDJT2R-6, APVDJT2A, APVD. T2RA, irl C, Outdoor Accents Offick.luist ' rin, 5 CT5.118 CoorripressioniTension Strap l C) > APVDJT2R-a 6 DSP, SSP, 7SP Srs;d to Plate Irn I lc­:,�-( l -Z) E 0 LU',,� be: 1" llan!,�l 11 la 4 APHH46, APHH46R, APHH810, APIHH6110R Outdoor Accents Heavy Hanger 7 HI, H1 OA, H2,5A, H3, HO, ­17Z, H1 6, HIM H16 2, H I 5-2S Hurricane Tell (j) a) " 6 API_4 APL8, APT4 APTC, Alol APVLA, APVT4. APVT6 Outdoor Accents L and T Ream -to -Column Ties a HGT.2, HGT-5, HGT.4 Heavy Girder Tieduvin r, 17) - 11) .0- B 7 APLH24, APLH24R APU426, AfIl APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tor 17 Z�,JS, Ml `Xt% W.ClUlI .X6, MIGU7.W-SLz� I f�e wo, t � ix . el - C lilrad Shoo 18 N111.1 series riangers I­Ar0-nn�,,,M"r!,T'.�.er,? Al'arl I'l wlth�, ran0,1qto-, 1-lrVl� 11 a BVILZ Brick Veneer Ledger Connector II) HSS2.SDS1 5, HSlI, HSS2-3-SDS3, HSS4-SDS3 Heavy , 1 -1 ". U) 9 CBT2Z G6T4Z Concealed Beam Tres 11 HST HST3 HST5 HSTO Straight Straps I A3' and heI tin ping fears 1, 1 ,P I C' it, 1S lQ` 10 CJT3Z, CJT4Z. CJT52. CJT6Z Uoriceraled Joist Iles 12 . H I S'16, HIS20, HTS24, HTS28 HTS30, HTS30C Heavy Timist Strap tIlills.,6 wvsaFace-moi hangers 11 DiT 14 Deck Joist Tie 13 HTSCISKIZ HiS=KIZ Heavy 7wtst Strap S R�, Skcrill facc-inourt i avclilable in ol Tariging ITor), 1- 12 US Dry Wall Stop 14 LFTA Lipht I,ioor 7 A Anchor Ffl 16' tc, 1 4,11 fl t- 1 11 C't-, 11 114' 13 FC4 r;C;6 Foaming Clips 15 LSTAQ, LSTA12, LSTAIS, LSTA16. LSTA21 LSIA24, LST.A30, LSIA36 Straight Straps A,, r,, +Tr 14 PWANZ Foundation Wait Angles 16 LSTI49, LST173 Straight Straps X 'l -IV! t.r -,e o 1, �eikl 15 GAI GA2 Ousset Ari 17 1 TR20 LTFAC andilling 21 11 series hangem I ,,,• 11 1;[ t "! - ; - <_j 'Io,I , I I I- Ii 16 H2A, H2.5T, HS, HI0A-2, H10S, H14. HGAID Hurricane I iris ih I 1"ll 1I LTSil LTS20 Light Tvw.1 Strap ftorni 2--1518" W, IN 17 HCJTZ Heavy Concealed jl !ue 19 Ill I Mail m Girder Todown "is H.H4 HH6 Header Hangers 20 MEST27 NIST37 MST48, NASTtIC Irvi Straight strops 19 KBSIZ Knee -Brace Stabillizerr 21 MSTAQ, MISTA12. MSTAI 6 MST A18, M81 A21, PAL T A24, LISI A31`1 fill A36. Ii A4W %tall Steps 2D 1.30,L50,11.70.1-90 Angles 22 MSTC28, MSTC40, Ill Irill MSTC78 Straight Straps 21 LCE4 Pl Cap 21 MSTUS83, MSTC8683 Pre -Bent Straps Sep fr Product TIJOtll NUM bef 0; Ifli'll Product Dz,,,cl 22 LWO, U5150. L670, LS90 Sluerwabler An gars 24 &1 MS7136. MST146, MSTI60, MST172 Straight Straps VA -res ;f, ­."'. le ., ''ll"'l,le It, I-Ol 23 LSCZ Adjustable Stair Slinger Connector 25 NT512 k47S 16, NITSi 8 MT9-70 li trill Iiii fillediumIrwistStrap 4 j, It - ""' [.i rip twirt it) c,`�" 24 U�SJXLZ, LSSl LSW28LZ, L5SU28RZp LSSJ21OLZ, LSSJ21 iRZ I"Ad writable Jack Hwgef 26 NCAl Ill 12 NCA�o�l Ill NCA2xl?J 16, l4CA2x12-16 Birdong LK;BF tranes hang" !)at-, ­cnp, fril 7 jers a%ai4rr'e;n,,vccl r3n, 25 I-Sl 81, I­SSR2 Ii L:;SQ7 57 t SSR:1 'A ISSR210.2, ISSR410 Field Adjustable, SlopeabletSkiewable Hanger 27 RCW1012, RGiii Wall rii acing 113 widnei0bi ranging noirn 9 114" to 24". 25 LTP4, LTP5 Tie Platers 28 RFS16, RPS22, RPS28 Report Palo Stop L.f e ip- Top fangs o har:lers evara-1 woJzns ranging from 1 1,7'tcr 3 27 111 Nil 11,411-267, ll frl1,2107 Angles 29 RSP4 Stud %, Plate Connector 5M, and hail I'Allwg Tum to 24" 25 Milli Root Tie -Down 30 SPI, SP2, SPl SMSPe Stud l"Italki er H - I sp Hanle T, f - , , I L, I c n r n q,,. ." -to c 1J, t4' to 3 29 Mar Hinged Root Connector 31 SPH4, SPH45, SPHII FleavyStud Plate file j , (j v, 30 MINIL11.120, IIIIIIIIIII.I.J26-2, MMLU28 MAIL11,128-2. MMILJ210, MIM1.0211, t.1MLU13Sf, IVIlvILUQI I Face -Mount Hargors 32 SSI 5l SS26, S53, SS4.5 $Wd 10 oe z I 1c. -r.l 4c r s ii,), o n ''I; ri, III 'ro T, to 15- 31 RecRBcP Roof 63L,ndafl/ C:IIIPS 33 5 TV, ST1 2, ST 16 ST22, ST292, ST2122, ST21 15, ST221 5, ST 6215, ST622 4, ST82W 51all Straps 1glo�, fir) r, t:;T1Ir­ 32 RST-3 11.0 IM-DOW11 34 rB20, T827, TB30,7836, T842, TB48 7664, TB56 T860 7 onl Bridging In l' 33 RTC22Z, Rl RTC2Z, RTC44 R1060 Tie ColinArtintil Ior Tlil TW612, TW814 Wall Bracing 3,11 STC STCT, DTC, HTC4 rit(i VGI, VGTR, VGTL Varriall Pitch Girder TwHovot, r, a ngirm 0 1, c pl I l 35 TJ=,TJC57 Truss Jack Clips 37 WBI 00, VM OOC, W8126, WB1 2eC, W6143C OMI Ekooin g 35 Z2,24,Z44 Panel Stiffener Clips 6 _r0,,ranqnq from 1 1"Itin 3111 FL#10531-R5 fli FlL;ser es, lial"gl i up flenjer liarrigl jilable inwdtriss iaupiriff iforn I Q11S' to 7- FL#110447-RS 112" and hal ran_.r g to AW Product Model, Number or Narnar Produl Description I,j r 3`11 r §11511 Product Model, Number or Name Product Description 1 CBH2 37x5 5, CBH2 37x7,63, CBH1374,75 Corcclaw hangers flit, f-,,r,. 1 AHEP Adiwilibble 1-ilp LrId Connector DU, DHU, DH UTF sectors hangers Farce -mount (DU. CHU) and top -flange (L)1­101-) hangers 11 li(_,LT sils hangeN Topfrange Iiangets ava.rable inwdthb ratigiril ricom 3.1/l 5 2 r),SC.2R ' r)S3. DSC21 Sl rW-5R-SDSI, DSCSL.SDS3 Drag Strut Connectors available in widths ranging from 3-9118" and hill 7!6" and heights tarigAg from Ic 3 GBG Gable Starts Connector ranging lrorssig-iff' to 23.15116" 3 1 4 HCP1.81, HCP2, ACP4 Hip Comer Plate 3 Hrl 63-SU,- 25-SDS W-SDS H0U'5,e2-S[)S, HGU7 MSDS, HGU7 25. Faces -mount hangars j:liar 5 HHRC2.2, HHIRC42, HHl HHRC*l 01, HHRC44, HHRL;5 251 s.2,, HHRC;1 371312. Heavy Hip to Ridge Connectors SDS, HGU9.00 SD$ 13 F1 I te';elc. I I IQI 1y'l I HHRCW 4 HGUS sorkso hangers Face -mount hangers available To wroths ranging from tl- ;­j I IT 4 0 HRC1 91, Hit C Hip Ridge Connector 3/8' and heights ranging from 5 6116"to 12 71W 14 I-I.FS ,,, tie('ce hjl w-ly. �Gll, " 1. �`_ , 'IT 1� I 7 LRU216, I.Rt.,123 I. RU210 LRU212 Raftr Hanger !i HHGU5 2"DS, HHGU5.50-SDS, HHGU5 62-SDS, HHGU7 CIO.SDS, Hl 25-SCIS, Face-mountitairrol 8 LSJ;V. 1.561,120 LSW210 Light Sloptablort.5kewrijUlt- J Iforigeli HHGUO,D"DS 15 jl�llf- Hi_�;71� ,I) rjl� lill JOT I,, I, Illo I, I i It" 9 TBF4, TSF6 Tom Bearing Enhancer 6 HHUS2.l HHUS28-2, HHUS21062 HAIS46 HH0948 HHUS410 HHI IS5 5010 w 1 c III, t,7 �,C 10 TC24 rC28 Tms,Chp HHUS7 25,010 It 11 THAW, THAM, Till TLHIII THA222-2, THIA4113, THA418, I HAC418, THA422, AdIristill Truss, Hanger 7 HSUR, HSUL, HSURC, HSULC series hargerf; skownd race -mum hangers ovarlobts in widths ranging Ill-1 �esis, Von 7 HAC479 THA426 THA422.2, THA426.2 I 18r, to t) 11$" ind hirrighilti, ranging from 4,V4" to 16.3f4"- I) 1, 1, ('-Ili I(� 11,­ 12 1 HAI I 8Ir22,7HAI2 0(1=, THAll THI THA1372, THAl THA1422 Adjustable Truss Hanger �;,iircvrl for 1-401slis Currce.kl fral v,-tNl (I iStIR0. tltll_I[C� awaftble for A q I ITtr 13 THALA22, THARAr Skewed Truss Hanger double eX and 4X Fool only acirts, farigin it; concealed 14 1 HJA26, L I HJA26, LT HMA Multiple Truss Hangers 6 HTU215, HTIJ28, HTU210, HTWO-2, HT11.128-2, HIU210-2 Face -nun hallgers 15 THJ1rrr2-"DS3, THJW.S-SDS3j­IJU26, THJU28-W Multiple Truss Azriqt�rrs 9HU HUC series hangers race. moil harrigmrs.7rialiable in widirris ranging from 1-9'1 F' to 1- -1 tall)I'l, 7op flange hal n l 't-1 I to 16 TSBR2.24 Truss Sparer-Restiorit 112" and heights ranging from 2-716" to I9-114". Concealed rang© heights 9c _ I, rl,w, C.I.L,", ar I -' 17 llvi VPA25, VPl VPA35. VPArl Variable Pitch ("orinectl version jHUC) revallaba for all models having wroth equal III, Top TI;m4e rial r l, r f I ' h-qw-, is WGR Valley Truss Clip greater ban 2-9116" ranging Irrinl IA' to HU001 51M-l5TOS HUCOI 81111.SDS, HUCO210-2-90S, HUCO2104SCIS, HUCQ3110- Face -mount hangers -lip fjnrticn I 'Afj), I'r, SOS, Hurl 50S, I ILIOC',oil 4lIDS, 4UCC '2 U 1 2" &11 q0s, H Coo 0_ SUS, H Ul 2 -t;01, r�qFor Simpson Strong -Tie 2020 FBC Approved Products Updated 12iXICV20 dir�i Inks todl SS174porroyallsisfedlislow, CLICK HER . For Izddtwrnel ,fHpmation regardYtg Ftanda's Statewide Product Approval Sy,lem and Marini -Dade Ctxinty Noo:e ail Acceptance Slnr )A ,.L,'�;"p;'._',(i; FL#1 1146111-1115 ,Mj Product Model. Number Of Name Product Description I HHUS210-3, HI-Il ll Hanger 2 HRSQ, HRSl HRS12 SUAP 1,06 3 HUCO210-2.SDS, HUCQ210.3-SI)S, HUCQ31ll Joist Hanger 4 THG82 TH!083, THG8H2, THOBH3, THIGBI Joist Hanger I TPr:;W PDS3, TH00341;,S, THGOI-112-SDIS3, THGQH3-SDS4 5, rH5QH4_sn`A Joist Hanger 6 THGW3 ;4, 1 H01,"lil THOWl THOW44 out Hanger FLM 14?3-81 Spa g jamduc:I: Madell. Number or Name ItictDowdortion I CETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHi, I-GTRHR (Ill dim Retrofit Anchor 3 PIC, H15S, HI&2 H Idl I iIjrr1::ane I'll? 4 HETA12, HETA16, HE7rA220 HFIA14 HF TA46 Embedded Truss Anchor 5 HETAL12, HETALIO, HETAL2fl Embedded Truss Anchor 6 HGAM10. HMO filestrill refit connection; " 141177A16 HHE-TA20 HHETA24,HHUA4D Heavy Embedded Truss Anchor 8 L712. X, r 3-SDS2 5 LGT4-SDS3 ("It'drif Tiedown 9 LT A2 I.iteral Truss Ancoul 10 META12 NlizTA16.MEIAIB.ME-fA20,META24,META40 Inrithoddec frusgAnchor 11 WrAM24, MSTAIIII MSTCIll WrCNIM 'Strap To for Masonry 12 UTSM16, WSM20, HTSM1 6, HTSM20 Twist Strip for Masonry FL11111149B•R5 10dag PirroductDrasorlodon 1 CTTIZ Dock Tension Tie 2 HD12, H019 Frol,od Holdowns 3 HD38, H05S, 1­1075, HDl Bolted Holdovi 4 HTT4 PITTS, HTTS-M Tens on Ties LT T 19, L7 T 2V6, LTT131 Light Tension Ties FL*13M-R5 I 53518*24, SB718x24, Sl SS Anchor Sol 2 SSI-916,SST820,SSTe24,SST828.SSTB34,$ST83e SSTE16L. 3TU2lX,SST824L. SSTS Anchror Soft SST523L Fjj3M-R4 AM* Product Model, Number or Net" I CMST12, Clip Clil CS14, CSIO, CSIA CS2n, CS12- 2 HR!W HRS8, HRS12, FHAS, FHAP, FHAl2, FHAIA FHA24 f HAXI W4;r 12,8 MST136, NST 148 MSTM, MSTJ 72. ENST27, SIMI VMST48 3 11 HTS20, HTS24, HrP,28 I -I HTS30C 4 LSTA30, ILSTAW, LST149, I-ST171, M11'ri IASTAI?, MSTAII), MST 18 MSTA21, MSTA,214 6 LS7A9. LSTA12, l LSTA15, LSIA0: LSTA24, 6T2192 SIX __' 5T21 16: ST2215 0 M,FFIHI !'l SUPH3 25. MSU SH3 25 7 LTP5 8 LTS12. LTS16 LTS18, L.TS20 0 NSTA30, VISTA303, ST021tl, ST'll ST9. ST12, ST18. ST22, MSTC28, MI MISTM.) 10 USTOSS, NISTC70, ST8238 11 N7SI2. MTSIO, MTS18, MTS20 MTS30, MTS24C, VrS30C 12 fti 156, Sill 81, SM.06, SIB2,37, SISI Sl S16312 Sill 16, VL13 r32,:VB4,D5. VS4 I2,SB4 28. SA34.75, Sli 50 13 SOBA2.1218, SIBA2.121IC. OIBA2 12112 SIBA2.1214, SeA4.1818, SV A4.18/10, SUA4.18012, SIBA41I '14 SfH I A 15 9l SIH0811, S41I Fli`HDIDR, Sl SM0158 16 S4HDU4, SRHOU6, SfHDQQ, VHDIJI 1 1.7 9,101. Steil Product garwription Coiled Straps Sir" 97 mil (12 go) Heavy Twist Straps Straps III (1m Ila) 64" 33 Fall (20 fir a) Bridging Connector Lateral Tie Plate Lght'r,w4l, St raps Sli,04A 54 111111 (1p ill Straps 1% "1 (14 go) Medium Tell Straps Top Flange Joe Hangers Top Flange Joist Hangers, Hurricane T to Hoklowns Holdowns Joist Hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 1 Forroltral in" tool 88T approvals N*d below LQ4. For additional infohniation firigarding Florida's aule*00 RTo1jCrAM'(v,dl Ulb Us r�ml Il ofAcceptance NO I b tiVLIJVI 55, VLBVI.81 . VLBV2.06, S4-OV2.37, SfWV2,bl S&Ul SILBV3.12• i up I Lange joltA i ix(Tpers °JI.BVIW VLBV406 SfLEV412,SAj3V428,S1LBV476,SILBV550 19 Sl l;Xl f:7Ulla SAfI"l14,H_[T4.Hlf"5 Holdowns 20 SU ST60, Sill 17 7, Steps 118 mil (10 go) 21 574, SPO Stud Plate Ties X? SSP, DSP, TSP Strad Plate, Tier, 23 StC, DTC "t fuss slip -4 Tin- 1 ru t. Fsr am 7 agonal 25 TJC37 Truss Jack Connector FLM 3904-R5 JW Product Model, Num ber or Name ZMAIIIIanfil:11=1 1 CCOW,52-SOSHCG.CCGM462-SE)SHDC3,(;(,ON15r:OSL),;Ht7G CCT:)NI19e2S)SG, Masonry Piet Caps Cr_-TQM4 62-SOSG OCTQM5,50.SDSG. CCCQM3,62-SOSG C=01,14 62 SD SG Cccl.;Nl *..0 $DS4.' 2 EXLOM3 6PG.KI l-(X:l 01V4626-KI. FCCLOW5.603-0. ECCLLQMD3.62G-KT. miliscrilry Pet Caps ECCLLQIi 62GAT LfUrL.1X0L;,.AY3 KT LCCLRQW3.62G-KT. LCCLRQMD4.6M- Kill, EOCLROrl 50G-K r I GUV6 25, IAGUMS 50, FIGU rvV 00 f IGIJ M I G 1.11,19 (XI Heavy Masonry hangers 4 I011M26.2,LGUM213-3,LGUM28.4,LGIJM28.2,L-.';IJP.V.f',.'-f Ithemy Beam Hangers L(IIJIA710-3, LGUMI LGUMS, -GUM48, LGUM410 5 NISHA3 12il 215, TV8HA3 12l 25, kVHA3.56f1 25, MBHA3 56Al NISHil :ibd I Mationtry Top Flange Beam Hangers NUHA3.6Wll,88.MHHA35&14,MBHA35&16,MSHA35618 ?481il N3HA5.50i9.25,MBHA55WI125,PMHA55011188 Va1­iA650fI4 MUHA.55l NEHA5.50fI 8 oll N6111t,13.50II9.25, MBM3.50/11 .25, Ml 5511 1 88, firl W3.505114, MUH Us 66116. Masonry Boom Hangers N1311-11.13.5611 8, MBI 5Q19 25, MR HIPS 5k11 I 25. MEP %j 5 ta410 1 88 Ill U5 5(V14, 111,41BI-111,15 50l IIIIISHIJ55V118 FIL111113975-RB &W Product Model. Number or Name I SDW22300, SDVVl SDW22438, SDW22468 SL)W22500, SOW22e00, SOWl SDVM834 2 SOM15450, SDWl 3 S.)WHI9=D8,SDWHI940ODB,SDVVHIOOOODB,SDWM1g80UDB SOW 191OXC)b 4 SDVVII274WG SWIP-1275DOG SDYVH278=,SDvW271000G.SlYWH27120DO 5 EOW3'16212, sLIMIU-JUQ, SLIViriS16312, SDWS1840) a SDWS19800, SDVZ19712, SDW8224CO SDVP322500 SDVi S0iiii,13229M SDWi SDVIS22900, SWf`,;22100) -,rWS221100 SOVirl SDWS221500 7 SDWS223000B SOVIIIS2240008 SI)W672300013 SLYW322600013. SDVVS72800DB, SDWS221 00008 8 SOWM3112088, S0VIS225120118 P SiDWS27300SS. 8DWS24740OSS, SIXWS2 75l SDWS278008S, SDA5271000SS, SOVii =&9 -'0 SIDWV113400 M22 Product Description Strong -Drive SDVII EVVP-PLY and TRUSS -PLY Screws Strong-Ofirre SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HO(Scrow Soong -Dave SDWH TIMBER -HEX HD(4 Screw Strong-ClUver SUV4S F RAMINQ "Brew Strong-DrIlve, SE)Wl TIMBER Screw (Interior Grace) Strong -Drive SDWS TIMBER Screw (Exterior G all Outdoor Accents Structirall Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drove SUWV SOLE 10 HIM Screw Outdoor Accents Herit-Hesto Washer FLUISM-111 ,jKfi Product Model. Number gr Nan" Product Dmiliptign I AS IS, AS I eS5. AS 1850 I$ go Truss Plates 2 AS 20H 5 20 pa, High Stiongth Truss Plate 11 AS-20 20 go Truss Plate 4 ASHP Heil Plate Connector FLA45730,114 jdtl Produat Model. Hum bar or Hamer Product Description I FT HIP Adhesive Anchor for concrete 2 rAr_ GDP, QDPM50. GDPM-75, GDPM-100, COPS, it C41, (:4th 75 GVV 11.4. ''!H Gas -actuated fasteners and seesembliss, 3 POPA Pr)PA K, PDPA-MG. PDPAT. PDPATA PINW, PINWP PINWP.;N. PDPA-M. Powderactuated Fasteners threaded studs, and ass ''into % PDPN,l Ill P`M 1. PSVLSX, PCI.DPA, PECLDPA, PTRHA3, MHA4 4 SET. 3G Adhesive Ancho, for colicrete Orf-Z"t, Simpson Strong -Tie 2020 FBC Approved Products J�lllasr Mr., rordI k14�; to ell SST QKll I�Ald uelq, i. r; or ntddit,arai ,clrxmaown ce, .4a,dino lul `ujlewide;lrorll Approval vytlrl al V,,tvi, AdlesIrl Anxior I "Ttc:olv I�; W..r T- Sir long Coft 2 vVel Arichor for mincterto al, hilable, in carbon ..beer and Typed, 04 and 314 ridairitiril 7 T.t,., lr; 14 rq f;: r. r: I II I I If", T;r I -it, n FID p i: n,rvor 2023 1—, -1, 1; Ill TRDSOq'34pr7l 7icel 71�: rt,,d­i run. I" IIII . .�F Ir"I" :l I I,viri-i I '_lJ­Ictil(, I I I ILT:' I IL Z livin HD I-hroadred.riIed Hangar rfo C-orlwilift "NIT _,I:Tll "Alrejoil Anclic rul tj­j,-,rjjII VR/ FL#116230-Re, Virtual Review Assist, Iftc $(,,a is Pir"Wict Moldilil. Num bar or Nam A[ XP Pro4I D,.-cr-otion. (", X-, :14�] 'I'l I, -'."I P1IPPP,r A§Yj9W,WMpleted and apj r ved F � -HP �- rrlc�-, A(,, ­,& P ry r-nr6, compliance with the 2020 FBC 7 ditionF7- "'11Y'N'bra Anne Klahr 1 tri i"t Stracq-PoIr 2 Wedge A no r w for cT,-,'.o4 r q PX2301 13 I[, . I, it In•I !'I I itipm 2 ScrrtrvvArr,:;nur tar Coqi:;rete "nen HI) HeAvv.nity Scr,oriv Anchor .or roncroto avAllsible in :YA Wrld r1teet'l Tlt,�ri CIO 7 Twbri 6747) CIO FL#16537-B3 > fEggIIIII, tj- Nunj per or Na:rlt Product Description I X3431016-5K, XIS1016, XI 61 01"K, XCA1 SIC Ill XCII81 01il l at 1-9 Fscrev^- ,vith *1 rIh > CL XI Stro'll "'OX, 4vad rTId:il Ig 1, 5jews with 05 Dicil: loi and -.4,go I iox Vr.)9rnq Head I %l 40'll, *11 2,1 S,,o,-q Dri,* XM Modiurn-Head Metal Setil 0 a< jpp, a "je As will #t� Drill Point and Modiwirn Diameter Flex --4 XQI 14BI 224 -11 5K X1 14 SI -_�4, X;:� I I _SLj 2.241 XQJ 2BI ' 24-2l< _.'r'l L:rjvoX1,AMISoff-ClrjIi[ng, 7appingscrawevvith#5 00 -'cirt =3 #1 Drill Point 0 F03532l Product Dow notion P.1:6,is Bypass Framing Ing Sir.jt 0crr1If<4:11 (D t Hypass Frarl ":orrectrl 1P, I I I 14i it 16 1 1:.06 and * 12-14 Strong-Orlyt! r arn -,j I,t ' C: Fi l Ill Grilling, Tapp Sc,rvr, I I ";I"I *,;'feel Frothing Connector S.1q_1-,­ ,'.YLA 116 &V,(I 111 2, NASS06 2!i StritelSlud ClorriscAcill fr?Cri,013 r'a I ll Rl Knee Vial 7 14:,84�, r, �647 5 1 Till c'J_' 5 F,vl,,.,. Flirt ..,j 0- �,,9 7 SCSl bril '6C -'ri'd 16 1 A , "j WlX,dIj1'-"`0" L ,;Il qp Steel Joist Conroll Bypass Frorn:rl Sli.:e-Chp 53ill Comirill .1 414-14 SlicvCc,,* XLH ShoudvfI ipurj; p , I'll I.- � LU Xni$111116 XOIR1116.41< XOII731214 Xf:�11711214:�15<, XC)7e,�1:12,�4,XQ7&G,",�,41K, IX 1:�l Il!il-, ',: C- ;IK X3er,1016 Tapping Scs"Y'. < AIF-00r,.-IK XlSI:'!A XIFI-11?114�3151< Z __j _j Cl- SHEET NO. March 6, 2023 PA 1.3 MMI %UAW-DAD>scot NTY s PRODUCT C aNTROL SECTION 11= SW 26 Sweat, Ra= 2rrt DEPART&MNT+Or REGULiTORYA14D E+CONOWC RESOURCES (om) M>nut. F"londs 33175-2414 BOARD AND CODE AD3tIMSTRATIONDICISION T (7ti6) 31S-23D0 F ('t6) 31i-2"f NOTICE OFACC'EPTA1iCE (NOA) Y PGT Industries, Inc. 1070 Technologr Drive, North Venice. FL 34275 SCOPE: bisNOA is beiagissued under the applicable rules and regulatieuts go`^eming the use of construction materials. The documentation submithed has been reviewed and accepted by Miami -Dade Counh- RER -Product Control Section to be used in Maw Dade Caumey and other`arreasv tut allm edby the Awbo ity Having 7usisd ban (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In. Mianu Dade Uunty) and+'ortbe AHJ (in waaso6er dwn.Mami Dade County) reserve the right to have this product or material tested fca quality asmance pusposes. If this product or material fails to perform in the accepted manner, the manatictuser will incurtthee expense of such testing and the AHJ may inimediaoelyrev oke, modif3-. or suspend the use of such pteroduct or malesial nithin their jurisdiction. RER reserves the right to revoke this acceptance. if it is deterauned byMiarru Dade County Product Control Section that this product or naeenal fa its to meet the nequiremensa of the applicable building code_ This product is approved as described hesein andhas been designed to comply with the Florida Building Code, inc tuding the Htggh Velocity Hurricane Zotte DESC PiMON: Se ries''5578r2770" A'inr-1 SNIng Gla ss Dow (Reinforced) w.*o 900 & 1350 ewna--L_M.L APPROVAL DOCUM -ti?: DraveingNo.-MD-5570.0 Rev B. tided "Vinyl Sliding Glass Door NOA(LK' sheet I through 21 of 21. pnpwedby nutatdacarer. dated 10'05.115 and last revised on 02,'011-11. signed and sealed by A. Lynn A61W. P.E., bearing the Miami -Dade County Product Control Ronision stamp with the Notice of Aceeptancenu tuber and expiration date by the Nfiartni-Dade Coamy Product Control Section 1i`IISSILE he AC? R 4,Tm.. Large and Sm al111► bsile Impact Resistant Limitations: I . See table I (sheet2) and table 2 (sheet �) forappheable SGD unit sizes. design pressures. reiafo rcements types. glass types. sill riser(see tables B-1 nit B-?. sheetu 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC. Tan (Aron -white) Reid PVC and B ronaa coated (Painted or Laminated) white Rigid PVC to be labeled per re£erenord NOA's requirent. 3. Egress operable do cos crust comply with ruin cleat width of hek*t per FBC requirement- as applicable. 4. Pocket wells under separate, approval to be sevievmd by BuiW=g official L:42ELLNG: Each unit shall bear a penament lebel with the mann5ictuives name or top. city. state and series and followmS statement: 'N. is ri.-Dade County Product Control Approved". noted herein. RLENER rail. of this NOA "be coaaidereda8cr a rewm%l application has been filed and Saar has beenno change in the applicable builtfiq code negatively affecting the pace ofthis product, T E R-A ATION ofthis NOA will occur after the expiration date or if these has been a re%iston or change m the materials, use, and of muaaaafltcture of the pirodutct or procresa_ .Msuse ofthis NOA as.anetadonemetat of any product. for sale;,. advertising or any otberpurposes shall automatic allyterminate this NOA. FLilure to conrplywith any section of this NOA," be tense for tern inatim and temaosal of NOA. AD«R77SEME_N?: The NOAmumberprecededbythe worm.Nhantt Urde County. Florida andfollm-edbythe expiration date may bedi*avedinadvertimaghteaatu>te. If:�pomonoftheNO,r'ltsdisplayed, then it shall be done era its entirety. INSPE(110N : A copy of dais entiaa NOA shallbe provided to the user by the n>antsfictuter or its disc utors and shall be available 16t inspec lion at thelob site at the tequeGt of fie Building Official. This NOA ret-ises & renews NOstl#20-0429.05and ccmisti of this page 1 and evtdence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approwJ do: -um nt nwmoned aboss. The stetted documentation was reviewed by Ishaq L Cbanda. PE. titA:1 No, it l.4. 021 EspintfoaDater Aprill�.:4:` �'_ d" t'�s M.� Approval Datt:ll:areh Parr 1 PGT Industries. Inc - NOTICE OF ACCEPTANCE: EVIDENCE SUBN1rTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. hill-5570,0 Rrr B. titled 'ti inyl Sliding Glass Door NOA (L),I)sheets I through 21 of 21, prepared by n3am racturer. dated 10 05+15 and last revised on 04,2 20, signed and sealed by A- Lvmn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test. per FBC. TAS 202-94 2) Uttlifoon Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Reststamce Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along with marlin d-tip drawings aa+d installation diagram of all PGT Industries. Inc. representative units listed below and tested to qualify Dow sf1791 and Dowsil 983 silicunes. prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: FTL 7897, PGT PW75520 PVC Fixed Window (unit 6 in proposal), dated 0910334 FTL-20-2107.1. PGT SGD780 A.k imtinn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2. PGT CA740 Akira. Outswimg Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PN117620A Ahtwisrum Fixed Wwdow (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed Windows (trait 10 in proposal) dated 0713i20. all signed and sealed by Idalmis Ortega. P.E. C. CAL U'LATION S I. Anchor venfication calculations and structural analysis, complying with FBC 76 Edition (2020). dated 0 ,22+'20, prepared by manufacturer, signed and sealed by AntiattmyLynn Miller, RE ?. Gluing complies with ASTMtE1300-04, -09. -12 and -16. D. QUALITY ?iSSLI'RANCE Nliatni-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-03014.02 issued to Kurara;t• :America. Inc. for their »Trosifolt Utn-aclear, Clear. and Color- PAB Glass Iuterlayers'. expiring on 07 0924. 2. Notice of Acceptance No.17-0808.02 isojed to Kuraras America. Inc. forthteir "Senn,yGbs1(Clear and White) Glass inlerlayetx'". expiring on OT-04.23. 3. Notice of Acceptance No_ 18-110610 issued to Vision Extrusions Limited for their -Brown Coated (Painted or Laminated) White Riegel PVC Exterior Exn-usions for Windows and Doors'. expiring on 0930r24. 4. Notice of Acceptance No.18-1106.11 tsstred to V Lgon Extrusions Limited for their ser es.-VE 1000 Tan 202 and lighter shades (tion.4%bliae) Rigid Cellular PVC Exterior Extrusions for 111ndows and Doors'"_ expiring on 12,29,21. 1 `1`7 � / /" ` LkagL Chaada, P.E. Product Control Unit Sapen-isor NOA No.:1-820S.0s EspirationDow: April 14, 20:6 ApprovA Date, lllarch ::, 20:1 E -i PGT Indusuies, Inc, -NOTICE OF ACC EPIA:NC'E: Ei"IDENCE SUBIMTED 1. Evidence subrnitted under pretiiou `OA A. DRAWriGS 1. :v-lanufaetulrez's die drawings and ections. i.Stibmid'ed under N-OAN& 11-t107 04) ' . Drawing 7o 1ID-5570.0. titled �'tsvyl Sliding Glass Door NOA (1 M) '. slicers 1 through-1 I of 21. prepared by mwufactuurer, dated 10.05115. with revrision A dated 04 '05117, signed and sealed by . . Lynn Miller. P. E. B. TESTS 1 _ Test report on 1) Ulniforin Statit:- Air Pressure Test, per FBC. TAS 202-94 2) Large Missile impact Tesi per FBC_ TAS 201-94 3) Cyclic Wind a ressune Loading per FBC. TAS 203-94 along with mantes -up drawings and installation diagram oftirinyl shduig glass door. psepated byFenestration Testing Lab, Inc.. Test Report No. FTL 8717. dated 12107.115. signed and sealed by Idalmis Ortega, P_ E.1Tes report revised on 02115 16 and 02`24.16) 2. Test report on 1) Air Infilttatios. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94- 4) Large .Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6) Forced Entry 1 est, per FBC. TAS 202-94 along with marked -up drawings and installation diagram of %mN"I sliding glass door prepared by Fenestration Testing Lab, Isle, T,-st Report No. FTL 9546, dated I I 015. signed and .sealed by Idalmis Ortega. P E. (Tes report rm ised on 01,04,16 and 02 11 i2016) 3. Test report on 1) Airinfiltratioi Test, per FBC. TAS 20294 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Roesistatiice Test. per FBC, TA 202.94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 20.3-94 6) Forced Entn- `. est. per FBC- TAS 202-94 along with marked -up drawings ate installation diagram ofrinyl sliding glass door,. prepared by Fenestration Testing Lab. Inc., Test Report tio.FTL 85477. dated 12�04'15_ signed and sealed by Idalnlis Ortega, P. E. (Ter, repon revised on 02115 16) 4. Test report on 1) Airinfiltratiot. Test. per FBC. TAS 202-94 2) Uniform Stati. Air Pressure Test, per FBC. TAS 202-94 3) Water Resistxtce Test, per FBC. TAS 202-94 4 1 Large Missile impact Test per FBC, TAS 2101-94 51 Cyclic Wind f ressure Loading per FBC. T.AS 203-94 6) Forced Entry -rest, per FBC, TAS 202 94 along with amiced-up drawings and installation diagraul ofviikvl slidmg glass decor, prepared by Fenestration Testing Lab. Inc., 1-st Report No. FTL 8548, dated 12 'U4:15. signed and sealed by Idalaus Ortega, P. E (Tev report revised on 01 0416 and 02' 11,16). pp Ishaq L Chaada. P,E. Product Coatrol Unit S%ptrri!or N'0A No.:1.0:0;-N4 E *ratiou Datt: April 14,10:6 Approval Date: '►larch :;, :0:1 E -1 CGI Windows and Doors, Inc, NOTICE OF ACCEPT.0 CE: EVIDENCE Si63kffMD E. 1LAIERIAL CERTIFICATION'S (con tinue) S. Quanex Past Super SDacer Stand, o rd complying with AST1+ 1 C:5 18 Mamal Conductivity 0.88i BTU -in' hr.-8 `F, ASTM F 1249 W'ZTTR Pass. ASTM D3985 Oxygen -Pass, AST11 E 2190 I-G_ Durability -No Fog -Pass. (Subirr itted under ,preiieus 70 4 .i v.15►4409. 05) 6. Quanex Part Durase complying with ASTNI C518 Thermal Conductivity 2.22 BTU, -in M_-W-7. ASTMF 1249 UTIF Pass. aSiM D 1434 Argon Penueance Pass. ASTM E 2.189 1.G Durability No Fog.: ASTM E .746 Dew Point Deuelopment -2W in 4S Iris.. (Subm bied herder iVO- l Xo. IS-0- 0Q.05). 7_ Vision E trusioos- Ltd- Parts con plti ing with PV(-.A.AAA 303-13. Vohudary Specification for Rigid Polyvinyl Chloride (PV �2'1 Exterior Profiles for Vision Exhvsions, Ltd.-VEX-1 by AXA4A Fenestration Exterior Pro -ile Certification Program. (-Subtttirred uuder.N70.4 A"a Is- 0409 #5) 8. Vision Exrusions. Ltd. Parts coMAyiug with PVC AAAINL4 303-13 ("Subm hied under .Y0. N& IS-0 49 OS) 9 PVC :AAMA 303-13. Vohuitary f pecifiication for Rigid Poh tnyl Chlonde (PVC) Exterior Profiles for Vision Ex:trnsions. 'Ltd_-VDC-1 by AA?4iA Fenestration Exterior Profile Certification Program_ 1.0. Notice of Acceptance No 18-121-14 issued to Eaergi Fenestration Solution- USA. luc for than Tan 3040 & light shade loon -white) White Rigid PVC Exterior Extrusions for it'iudoivs and Doors". expiring o:102 04 '21. 11. Notice of Acceptance No, 18-012:.02 issued to Etlerp Fenestration Sohition, USA. Inc. for their sees " t►NUe Rigid PVC Ea tenor Extrusions for W widows and Doors'_ eacpriang on 02 "28123. 12. Notice of Acceptance No _'0-0203.03 issued to E>.neargiFenesuatton, Solution. USA, Inc for their "Bronze ,Sr hi& shade cr p coated Ulrite Rigid PV( Exterior Eitrusions for Windows and Doors". expiring o--104 16,25. F. STAIEILENTS 1. Statement letter of conformance to FBC 7a Edition (2020). dated 0422120. issued by manufacturer. signed and sealed b Anthony Lymn Miller. P.E. 2. Statemmt letter of no financial interest and of independent_ issued by nnarntlfactuuer. dated 044 8.20, signed and sealed by Aitthony Lynn Miller, P.E. 3. Pm ate Label ig Aft do(trmeut between PGT. dated 03 30)15 and signed by all involved parties. G. OTHERS L This NOA revises NO-# 17-0420.06 ,PVTw*rCGI) and updates to FBC2020 (7'h Edition). expiring 04i 21 ? 1. 2. RER Test proposals #19-1155 dated i 1 10120 approved by Ishig l _ Cbanda. P E_ eVinng 04,114 t21 Lh,aq I, Ciandx. P.E, Product Can" Unit Supervisor XOA No.:1-Nof.03 Expiration Date: April 14. !026 Approval Da to: March :F.:0:1 E •r CU M +� PGT Indic rr t. _ Inc. 2 � PGT Industries. Inc. _ 0 � 2 'NOTICEOF a t_ CEPT.a N t E : EA-IDEN (E SUB_NIJ_1 TE D 5 s� 0 NOTICE OF ACCEPTANCE: EA-IDE_NCE SIBI,IITIED v N (D D . QV A L I Tl AS SURAN i. E - ,_ � cat : t.3 rlrrt D .id e !1>p : tt nict:it of !` r i. ail l[ �:fv sand C � „ ,- ) (Ii -tom 0 0 B. TESTS (continued) � .. _,.., .S..taia: Reiner,_ e > � n..._.R .� -0 5. Test report on 1) Au Infiltration Test. per FBC. TAS 202-94 0 O L- Cll 2) Urnifonn Static Air Pressure Test. per FBC. TAS 02-94 E . `IATEE I I o E F1 TUFIC -1T IO S 'S 3) Water Resistance Test. per FBC. T_AS 202-94. 1 Iticr:. Y :rj�tance? I >-{i�?8.I-i i >., :! to Vis:on E�t.1� �n ? tniited f .r i:,: u � � 4- � ,� Pa' `�� lure Rigid PVC ]E%+ t-t iol, Exti tt :i:�tt, fo1. Windows +tat! r),:,,ors". date:i -., ! � 15. c/� �3 CZ © O 4 Large litssile Impact Test FBC. TAS 201-94 5) Cychc Rind Pressure Loadingper FBC. TAS 203-94 e� t � :r. _ of i16, 30,19 � � L- fr Forced E gTest. X FBC, TAS 202-94 t`E y0_ along CL5, withmarked-up drawings and installation diagram of ,-mvl sliding glass door, prep : .' 1004 Tart ;t_ F t.,turd lighter Trades (lion-N� bltt Rigid P1'f_ C 1ter%or Exri-u<tlyrtw for by Fenestration Testing Lab- Inc.. Test Report No, FTL 8549. dated 11,&15. signed ant' Windows anti I)oi:.i dotal a ' )&46, 2;29:21 sealed by Idalmis Ortega. P. E. (Test report revised on l21044 5 and 02/1146) 3. ', of:,t of Acm%,Ln.- " o. 1= issued .n; Extnisrtoii 1-a aired for then 6. Test report on 1) AirInftltratiou Tesx, per FBC. TAS 202-94 I31=�« ,a C rated (Faiti(�d o1 Laliiu►.ntecl) �Chite Rigid PVC 1 stet ta,t EStltrsinti> for 2) Uniform Static Ai' Pressure Test per FBC. TAS 202-94 Al intli r� and Dool•ti ;red 08,15 1 e _p mg errs c 30 19. 3) ZVaver Resistance Test. per FBC. TAS 202 94. i otice caf .._.: ?any" eNo. Io-11 12.0: ;o EN-Er&'(_j I Fenestratwn � 11ittons USA 4)Large N11ssile Impact Test per FBC. TAS 201-94 :t:c for their, T_ \ 31.140 and Ln6iter Shade- oNoln-Wblir) Rigid FV( Lxrer°iew s) Cyclic Wind Pressure Loadingper FBC. T-AS 203-94 L vti r:lions for t� iircic�cv s and L�,: Doors- dated ;c,) lb. exlnir}i on0?10=t = i 'ti,: t:�' �i t�9CC` t.il'n�:' `iU. 1tf t)'l :,ti.1 iSiiietl tC1 t'.� 1:RGIFet1Y:,7..Q'ItCrdnS�SlUtit.r:i:. ,, iA. along vt�ithsuatioed-up drawings and unsrallatiorn diagram of vinyl sliding glass door, p'reP"<,1 , �- eP byFeaoestration Testing Lab. Inc.. Test Report No. FTL 8552- dated I210VI5. signed and Ii:. =or their --Br out v and Lightri Shades of C ap (oared Rid of PVC Exterior sealed bylr� ldas Ortega. P. E (Test report revised on 024 5�"2016) Ern ttsiotls forWinclows "and D ),.,r ,,,, dated 0:9 1 � 1 ^) e�xpamiz on M.+ 4 16,20. 7. Test -report on 1)Uniform Static Air Pressure Test: per FBC. TAS 202-94 a. Nor::A c,t .a,�ceptmce 16--0712,03 :>sued toENTERc_;I Fenestration la:ttan3 USA Large Missile Impact Test per FBC. TAS 201-94 Inc fol. illelf White Ri rl PVC ExaeriorExtrusions Joi Window- :4nd [:tours" do of gper FBCexpuing one _` '�18. 3 ► Cyclic Wind Pressure Loading . TAS _' 03-94 08 1 �:� 1 8 along vvithmabed-up drawings and uMaliation diagram ofvmyI sliding glass door, Prep ;red Test per ASDIF 8`4 by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A 22). dateu; :'-_��T11D1929 xid .I `S ;%ID-r_ Issued by' )=XC��' { toVtsioi: >: nrsiosn far Cr1it:Iot;lC 11 19, 10. signed and sealed by Jorge A. Causo. P E. (Subutirred under.V0-3 No. Il- :1171' rnnzlenal. 0101.04) iSubtrdi7ed wi tt r NO. -I 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 Ixrc. f6i :lieu 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 I �rlitlt Glad (Cleat -ind `►lliiit-, Interlas-ef - r�:��:, rig on C. IS 3) Witer Resistancer Test. per FBC. TAS 202-94 16-111'.61 'sued to 11�'J:t;ti av Anner:,: t I:r:. for their 4) Large Missile Impact Test per FBC, TAS 201-94 ..Tr ttsil=:,l t U4traclem . <: tear anti ( dor PVB Iaterlayers . on 07 OS 1 5) ( vchc Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC TAS 202-94 1 . STATE �1T: along with rnuAed-up drawimgs and installation diagxatnl of vinyl sliding ,glass door. prepaier l I. :tera,ernt letter tttor7aaai.y a rim FBC-;'e F �lition {2Ca14 r .nr.�� FBC-dt� E alitrort by Fenestration Testing Lab. Inc_. Test Report No-FTL 6337 (samples A-1 thruA-5'), dated ! (=u1 : ,tied bya,n.ii,t.fa.°_tuner. 0314.117, - Teed d sealtt!':­_- LvUUN--hirer. PE_ 12 0610, signed atld sealed b� Jorge A. C'auso. P. E. (Snbnd ted under .Y0.4 A0.11- of no f uixicial ' ere dared W i a issued by :n.)nufactturer. 2 red RE i civet :: ± :.: c c aupiiro~c rr'zn of the ,,, e test reporr C. C .ALC°L�1.ATIUNS i I . i ¢: 'Yc,l000sal Ns. i--087.. d ,,cn! urn ,u5-'17. sr ne,,1 ,, Ishaq Ch,)n 1-i I'.E.. 1. Ai chor vrenfication calculations and structural analysis, complying with FBC-2014, prepared by PGT. dated 1200545and last re^iised on 02/15:16. signed and sealed by G. t tTHER Anthony LMrliet, P E. (Subvifited nrider.4YO-3 No. 13-1210.01). A`wotice =�' .�.: Y_ _ace?�,�. 1�-I:10.01..:},e_i to 'a Indus.tnt . , :,r rhea Sene. 2. Giazirtgcomtpliesvv-ithAS7ME-1300-09. a ;5?fi'_--t.t ua`1 Slicliaig a;la`sD+oryt tRt°ialff�rikMall-L.:il.l, t_ irairng turf,°w4 a 4'l. Ishaq 1. Chanda, P,E a'' d Ixhatu I i:,;U+t a Product Control Unit Suprrsisor I Produt t atrol Unit 5u1e1 i-or NOA No.:1-0,10t- '+o.:l-0:- I; Expirmtion Data: April 14,:i :r Espirati,:.0 liate: April 14. _'026 Approval Da its Match M Appro, ! 1) „o March ::.: ": i E-2 E-3 PGT Industries. Inc. N 0 T I ( E OF ACC EPTANCE; E1DE-NC.E SUBMITTED 3. New Etidettcte Submitted A. DRAWINGS 1. Drawing No.-NID-5570.0 R#%-B.. titled "Vinyl Sliding Glass DaarNO A altff-. sheets l Through 21 of 21. prepared by Manufacturer. dated 10 0515 and last revised on 021 01.? ? sizied and sealed by A. Lynn Miller, P.E. ?Tote: This revision. consists replacement of same existing installation screw with flat head. B. C. 19 TESTS 1. None. CALCULATIO' S 1_ 'gone. QL ALIT4 ASSUR.A`C'E 1. I hami-Dade Departrla w of Regulatory and Ecoanonuc Resources (RER), E, 1.L4,TERL41. CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. fortheir "Trosifoit) 11tracltear, Clear, and Color PVB Glass Interlayers", expiring onOTOb 2. Notice of Acceptance No.1,-0808,02 issued toKutara} America, Inc. for their "Setkn-%-Glarus (( lear and C111ite) Glass Inter•Lavers". expiring on 07 04,t23. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Bl ._Av-n Coated (Painted of Latmivatedt White Rigid PVC Exterior Extrusions forWindovt s and Doors expiring on 09,30,214. 4 Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their sent:a "VE 1000 Tan 202 and lighter shades (I on -White) Rigid Cellular PVC Exterior Exttrasious for Windows andDool-s­_ expiring on 121.20.21. F. STATEMENTS I. Statemmnt letter of couforumsce to FBC 7" Edition (2020). dated 02/01121. issvw} by manufacturer. signed and sealed by Anthony Lynn Miller. P.E. 2. Private Labeling Aft dated 03'08:21 between PGT Industries_ Inc. and t_ G1 Windows and Doors Inc.. signed by Dean M RuarL P.E.. V.P. Engrg. on beh 1 L' of both companies G. OTHERS 1. This `TOA revises & renews NOAN 20-0429.0; (PLA w CGI). expiring 04,14n6. 2. The current ,associated PL A CGI file ;•21-0205.01. expiring 04;14, 26. E -6 i Ishaq 1, Chamb, P.E. Product C ontrol Unit Saperrhw N-OA No. :1-020 9.03 Espiratiuon Datt. April l-t,:0:6 Approral Date: 3fareh :5.:0:1 JUL 2 12023 V V �" \ Virtual Review Assist, Inc\ Plans Review completed and approve for compliance with the 2020 FBC 7th Id by Debra Anne Klahr PX2300 i i i March 6. 2023 (n Sttat�. (D 1 O 4� z O L 0 Q O s` CU CL 0 Lm w Q z � z a J :- SHEET NO. ) PA .4 4­0 to > MIAM"DE MIAMI-DADE COUNTY 0 C: 0 Q) PRODUCT CONTROL SECTION DEPARTMENT F RECtR.ATORY AND ECONOMIC RESOURCES 11 $05 SUI 26 Mucci, Room 209 Cast -Crete USA, LLC Cast -Crete USA, LLC (�'ast-Crctc U'SA, I,LC 0 (RER) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1-(786)315-2590 F(786)315-2599 NOTICF OF ACCEPTAN( E: I.,.VlDENCF SIMMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTR F 0F' I'll, 1.04 1'\ IDFACE SUBMITTED C/) NOTICE OF ACCEPTANCE N wwmmiamidad&goviec9nomv Ki_.QA) a) —0 0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 Z, "I'El.) UNDER PRVVl( ()S APPROV�f 14-0903-03 C:) C) (3) Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 A. DRAWINGS 1. Drawing No. FD4612, "Pr, Prestressed Lintel Details ".shevl I 1, A. 1 DRAWINGS "Precast �k I'S(,S CD_ C= U_ titled cave and (?f 1. Drawing No. FD4612, tilled and Prestressed Lintel Details", sheet I of errs � I / o M prepared by ("roiv Parrino, A E datedkforch 24, 2003 and Drawing AV 1.14612, tiled -ed b wigParrino, P. F., thiledAlarch 24, 2003 and Drawing No. 1, prepat y 0 daled 03/".- 4,0.) t1ted I �ynving, AV L 746 12, tid,,� I 0 L4.— M C) > SCOPE: "Cast-0 ele 4 ", 6 " (V 12 " Lintel �qft Load Tables ",sheels I through 3 of 3, prepared by LT4612, titled "Casi-Crete .1 ". 0 " de 12 Lintel Suli, Load Tablc.r ". sheets I ilt,!! rl,re) rcvb •o,,i rc i E,o� ioia d (�t5 Y2, 14, till E a) 2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ( raig Parrino, P.E., dated Marc,'t 24, 2003, last revision #1 dated April 28,2003 both through..? o/3, prepared hY PUITI;10, P A', dated A,larch 24, ?003. last an() ;C0/i 0 " 'I (7;:,� Pinrino. 1' 1, , oil cf) 0 0- The documentation submitted has been reviewed and accepted by Miami -Dade Count), RER- Product Control drawings signed and sealed by Craig Parrino, P. K z -aig Parrino, P. E., on revision daled,lfarch 11, `008, all signed and sealed b.), ('1 C- 42 l­— C/) Ci Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS Alarch 22, 2012. 13. TENTS (Al-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 1. Test report onflexurul testing ot� 4 ". 6 12 " Precast Concrele Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared ViWA' B. TESTS (...ALCULA 11ONS Section (in Miami Dade County) and/or the A FTJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboralorio Y, Report No. 30404A, dated 04)'I 0103. signed and 1. Vonv. philionsfi)r Cast-O'eli., Lintei�, dwed 08/1912014, pqgvs 14.201 through 14,236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealedbyChrislopherA Ilarnews P3_'. C. ALCULATIONS m I /)v Crmg praig Porrim), A hl'� accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ 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. Calculationsfor Cast -Crete Lint, Is, dated 05129103, 207 pages, prepared hY C'rai•l; D. 1. Alone. Q I I A I, ur V ASS 1; R A N CE f I i 1,, on oin ia Rc,rurci,s (R P�) fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed fry Craig Parrino, P. F. 4v Miami -Dade Counti" Department oJ"Permilling, Environment, and Regulainr),,Afl�firs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MA] ERIAL C VI I'll"R A FRYINS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS aVone_ Zone of the Florida Building Code. DESCREMON: (Cast -Crete) 4", 6" & 12"Ifigh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: I. None. F. 01"I I F R APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality Manual for Cast ('.'rete Machine Made Precast Lintels revised onAlav 1, F. OTHER I [(wer �,nml (rcw I int dilli'd 0,�, I t) %-igned and sealed by Craig z prepared by Craig Parrino, P.E.. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002 1 Letter from Cast -Crete Corpormion, daled Februayy 03, 2012. signed and sealed ii ina c �t!ih (hi h oi ida Building (,'.'oele, 201 4.Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 200.3, last 2. Cast -Crete QuuhtVVsrem Manz,alfor Prestressed Products dated 2002. by Craig Parrino, P1., ceriIti)ing conipliance with the lqorida Building Code, 2010 revision dated June 12, 2014, all signed and scale(] by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 11. \' 11) V N C I 1 13 1) t!!'N 1) FU PR F. Vil 0 1 S A PPR 0\ A 1, iJ 7 1 821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER, PREVIOUS APPROVAL # 08-0320.09 iA. 1) RA Vs I date by the Miami -Dade County Product Control Section. A. DRAWINGS .4. EVIDEN('E SUBN,1111TED UNDER PREVIOUS APPROVAL 13-0321.07 1 None. z MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, filled "P vcast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared b ' v Craig Parrino. P E. fated Marc! 24. 2003 and Drawing No. I T4612. fided .1. None. it, "I'K,"A S County logo. "(.'ast-Crele 4 ", 6 "4, 12" Linlel.',qj� Load Tables shccl,� I through 3 qf3, prepared bY Craig Parrino, P.E_ dated March ?4,2003, Iasi revision dated March 11, 2008. It. TESTS 1� None. RENEWAL W ofthis NOA shall be considered after a renewal application has been filed and there has been no C. ("',k LCU 1, ATI 0 N S change in the applicable building code negatively affecting the performance of this product. B. TESTS I Alone. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. C. CALCLILA*nONS 1. None. 1). Q(.1ALITY ASSURANCE` product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS Cmm(y Oepw on, m "I Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. 1). QI+ALITY ASSIRANG E iVIA1 ERIAL (41101FICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L By Aliaini-Dade, ('ounty Department oj'Regulaltoy tind Economic Resources (RER), i the expiration date may be displayed in advertising literature. If any portion of the NOA is d:splayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. M ATE, R 1A 1, CE 10 1 F I AT 10 N S INSPECTION: A copy of this entire NOA shall be provided to the user by (lie manufacturer or its distributors and E. MATERIAL CERTIFICATIONS ter wilh )de, 2017 Edilion, issued,l) V Cavt- shall be available for inspection at the job site at the request of the Building Official. L None. Crcw Inc., dared 08,/08.i17 si,,,,nc,i scaled ky Craiq.Parrino, P. K This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and yt Z, 0, E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ifelmy A. Makar, P.E., M.S. -11elm.v A, Makar, P.E. M.S. �Melmy A. Makar, P.E., M.S. Zlt C Alehay, A. Makat, M.S. NOA 20-0630.15 111roauct Control Section Supervisor NOA No. 20-0630.15 Pro Control section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 No. Expiration Date: 09/11/7023 2023 Expiration Date: 09/11,1 Lrxpiration Date: 09111/2023 Expiration Datc 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08120!2020 E I Approval Date: 08/20/2020 E-2 Approval Date-, 08120t2020 Paget - .3 Cost -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE suBmiTTED NOTICE OF ACCEPTAN( E: EVIDENCF SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. Alone. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS L None. 1. None. D. QUALITY ASSURANCE 1). QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Bade County Deparlme: it of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- I". OTHER 1. (.ompliance Letter with the Fl,)rida Building ode, 2017 Edition, issued by Cac -I- C_ Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete L'S11, hw,, dated 08/08)1 7, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED ]UNDER PREVIOUS APPROVAL N 19-0130.14 Letter 2. Compliance Leer ivith the PY wido Buildiissued bC ng Code, 2020,Edition, ssuey ast- Crete USA, Inc., dated 061111.'0, by Craig Parrino, P.L. JUL 2 12023 > 0 A. DRAWINGS signed cYr scaied 1. Draiving No FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of > 0_ 1, prepared by Craig ParrinO, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 0 0- < through 3 of 3, prepared by Craig Parrino, 1. E., (kited March 24, 2003, last revision dated June 12, 2014, all signed and .sealed by Craig Parrino, P.E., on 20 9. Virtual Review Assist, Inc. I Inc.til 0 =3 January 22, Review Plans R908W Completed and a r ��rnp r _0 B. TESTS ed for COMPlillInce With the 2020 FBC 7th Editiort c) L None. by Debra Anne Klahr PX2300 < CL C. CALCULATIONS L None. D. QUALITY ASSURANCE j co 1. By Miami -Dade ("ountv Department qf Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. Y. L LU elmy A. Makar, P.E., M.S. lIclmv A. Makar, II.F., M.S. (D Product Control Section Supenisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 2"630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08J20/2020 E - 4 SHEET NO. March 6, 2023 PIA 1,5 /V---T Z . . . ... / I ILI ECO ir-ic. TILLI'T TESTING a EUMNEERING COOM WA 11fa � -H-L—LFT, IF 1_1V - . ­.. ­ - __ . . ._­ ­ M. =!_.1_.17111 Pt r ,� L­.', N�, (041,05 PRODUCT -EVALUATLQN RF:-P-QR-T REPORT NO. - 20-0728.011 GATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU43-CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANX AC I I)REFL GlQbat PrOtactlon-Pnduas I.L.C. 4800 S.W, 51 Street Davie, Florida33314 !_?A)WQWqFEVALUATION: This is a Product Evaluation Report Issood t".I,,.( Walter A, Tilsit, Jr., F.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I n of the Florida Department of Business and Professional Regulation. I his product is Doing issued an Evaluation Report as described herein, and has t tepn verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose initendoKi at best equivalent to that required by the Code. This Product Evaluation Report shall be SUbj,tF0 to review and revision in case of a Buffiring Code changer' that may affect Its limitations and conditions 2. EVIDENCE $1.115MITTED: 2, 1. PRODUCT EVALUATION DOCUMENT (P.EADIJ: - Drawing No. 20-176, titled '120 GAGE GALVANIZED STEEL STORM PANEL" shoots I thru 26 of 26 prepared by'rittal Inc; signed and ';;ralecl by Walter A Tillit Jr., P.E.; dated 07128/2020 This drawing is an integral part j EvMu3liori Roport. I 1J, m"S", 00110%kkil 'A. t�4 � Si�. 41 - 40' . ��, I , I �'i;; - - �v ,,\ Z � . 'N " , e"...l? 1 - . . *: , Na:No. 44167 ': : -I*- :* - I- w., ., '.. �,, us,, I - LAY 6355 N.W. 36th Street. Suite 305, Miami, Flonda 33166 - Phone: (305) 871-1530 1xuk, jAPI PIZOIN(A Ll ALL4114Li_A 2 2.2, TEST REPORTS: Large missile impacland fatigue load 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 b,y Hurricane Engipleal & Testing, Inc., Report, # 96-569 dated OSr)i)1996, *(;-570 elated 0911 8/1996, 096-T30 dated 09/20/1 )961 all three signed and Baled by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reporis II" 2032 (lated 04/150998 and 0 2126 dated 10f05/11098 witnessed by Gilberl Dlalr*nd, P.E arid R+tie,rt Nr: 0219AI-09 dated March 4. 2009, signed and Sealed by Edmundo L.argaospada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2049, signed and sealed by Frank Grate, P.E. STRUCTURAL ENGINIE;61309-CALCULATIOM - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind 1080, as weli as maidirrium anchor spacing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with suction 1616 of the Florida Building Code. Calculations prop are4d by Tilteco, Ill dated I 110ai011 and 03112115, signed and seallecl by Walter A. TiNt, Jr.. P I- 3-MMUFFEAMPACT REMIANAGE. Large missile lmpact under section 1626 Lit the Florida Building Code, '35 per TAS 201 Protocol Fill WIND LOADS 13-E$1.5 J AN.QL- 20 Gage Galvanized Steef Storm Panel lies been verified to sustain wind pressures. Maximum panel length shall be as Intl Gated on sheets 81 10, 14. 115 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.O.), drawing No. 20.176, Maximum Anchor Spacing shalt be as ind"ted on sheets 8, 9, 10, 11, 14, 15. 17, 18, 19. 20 25 anul :"O o!r,^,!o, If Pn-.,dud FviYltlofior, Doannent (RE D.), drawing No. 20.176, 5-INSTALLATM; Installation shall be performed strictly in accordance with details indicated on sheets 3 thrt) 7, 1 1) thru 20, 23, 24 and 26 of 26, of Product Evaluation Dtocuinerit (P.E.D.), drawing No. 20-176. Minimum separation to glass Shall be as indicated on sheets 8. 14" 16 26 and 26 of 28 of Pi,odict Evaluation Document (P.E.D.), drawing No. 20-176. to's t,IT11010111sk 4, �� A Tk,7% 1�1. " - - ;� ts, :. . \�\� F NSF , . ik . *�.- . I '.-- .. S It. - " I Z�t;li__44167 .- I r , � i " : * = ., � ,,Or,, , ��,_,de�.. � r.t,� ETC . c STATE OF 2`,QP I ;I %.,� '0O, -* I- � 10R� . ..", - ,,*­.1­1­` I 'Lat. I ,44616 'Iopmltsi"00 . ___ :, ENERAL NOTE : .------- .- 6 J) 04 I-ASIL r'"! FWU,04T 51(14.. 04 PRIECAST CUMACE PAMtS, SnJrCFJ OW W" IT0APOS Pt "4D OAr 49 Wo Am. X Gra. GUMMMM-MULMM jariltim EXIStWC- WALL. OJI(D"S SkIlAtt BE LONG 00001," tO 4AC-1: 'Ht MAN S?411COURt f4PAINO Sl-rl. PANI-If I TOAM PMEL`TI- ,WP.rI � In',; F-Rtxxocy ntLz(Arom �o�vvo,rEa�0A,n14 0ft fi,1�41fFOR [701^4"A f :��IICD�M'L W-MORAQ SSNAILK AS MENTIONED IN 9, 1) AND IN Q 2O W-1k 21JW'J !?,n EOIT*N) OF' 714 ILOPTA AitFiTANG 0DC 1F._ (C) TC_rAWO11Q0 iW(-IPLCJFK-OAAM-.;.-�-QZ.Vol, ')FS4�N AANP L�V�V- 9OLL 9i OMRMNO AS PER SECTION Ill TILE, A&MV, WLW04W COOP, - 1/4-0 IAPCON ANCI�DRO, AS W*kFACTURED BY 11W 8UK00, - F-P A WIW SOto) W, FIT-OLIOnP W. THE AFAFROICTICM *14M t"M SKVMRS Wal BE INSTALLED AND - 114-10 044ELWIE FLMOA 10W PLUS ANCkOCS AS MA ACTL,KV FAY E]Cn (1(14" AND AAM&MA " ., P,)CTJON PpODOCIS Ff* A titW UNALATV FKIEW Kd�085 USING ASCE 7-16 AND $KAU NOT CMETC THE MAXPIKAM (A.SD) - 1/4*0 LAG SCREVIS PER N D.S. G. S S I THRU 12 14, I!,. 161 19 a 20. - 7/'I" ,, t/8' 00100 OVS140C. 05 DISVISUron RE Alk PONT s,*REW IBMT & SKCIAL_T1 CC N ORDER TO YERIICY TIC ABOVE DO D1140", LILTOWTE Or" WOO LC04DS MMWWJ PERASCE P-74 C 1) NOMMUM TWO= PONVRADON "O FROM Of TAPICON A,RCIFECTS SFCI" Or 1 l/2- AND 2' FOR pinPANcLWA1E PWS "It Off0m RMACED TO A.S.D. OE•SrON wwo to" BY MULTIPILTINE, rMEM BY a 9 N 06" M PIRO PANnAMI FEMALE ID COMPARE TAM W/ WAX t*SDoi DtV;N PWVWW RATW.S INIXICATM OR $HEM I TRW I.'. I., IS, 116, I I BF 70 IN ORDER 101 VEWY THAT 064DWARS L'N THIS PC 0 AS TESTED WORE NO' ,A" . 141ISSIt, A 1.1% 01,ACRIA50 A ^LQ"& F C O) MINIMUM PLIWAOM POICTRAnUN Of LAC, 'C", WM ME WOOD VRAMC LW 'SMALL K I 1/7' NO rHREADM P01117111ATIDW INTO STUCCO SFKN_ BE COAAWCED AS PAR' ,N rHJ PJ'0I,Wn, 10EADW PE"rTi4ArDA, VfWl FOR WORD LOADS WAS bQ1_ USCO AN r14A AP64LIC31% fA5ToNER5 WAGIV, IC *)(Al .A5 IWEN OrCEPARAIM IN ACCORDANCE WIN WDS MIR C 1) MINIMUM TIM (11"i'k1ICE Of LAC; SI'KNI, F4t(I *0013 %F'At Ot AS FNC�_Att0 #I ­f�j LFRAMFiC STCFPW PANG, 4411�.)A��:% �UP IMPACI ANLJ *%%1) ft"SnAIPEE -0.5 BEEN AZIFIft IN XttN AQYCL .Iw .UCIII00, icti CA IIHIE ABONC VCNTICRI•l 100 Ai pip WkAw"Ahr iW1,11-EFRORC A IE51*.; INC RLPOR(5 SO-UO %,F70 * 94 I.W AND C 4) WWWIM PEFONAICINi OF WOOD AUSW,G 4!NhLL OEi/A. 1/" A. 2Q ISCAtTICI Ov r, S*A I At. + I ", te'no UIN-V,AI FUNESDAMIK)" h"q"W, LAO ..C:. OTPORts W31 & OZI.16 A4 PROTOCOL% TAS 20'I. 'AS .JW AND TA61 -.�E% StYtMO A7!1K170 CACIT AND I' WMWAJM 1.0 ItAiLl *I W J�J�",, As AI AS AMMA04 IFSt LAM OF Sk"H FLONI(A WPM 00219 OF .09, AS PEN ILAS 20T, fAS 202 AWY TAS 70J 51ANDAPPS C ') IN CAS( TIHAI MET" STORK. OR PWCAS7 CO"rTr. PANELS STVC,:rj QW W,0) WAfti)S K PINAM) OR IM EXVVR.0 n ��ACFA.Fm "IftnoOKS fO K WOO -TO AUQV AND TE10PEII, IWALES3 OTHER"!A NOtEM m SWrI 2 WALL Ad-C-0111 SIM& OF LONQ EXCLA.41 TO N(Ar- I-f MAN �Ihll,'IIPI (l i,W�11 -Alpo'_ ANCADVAnt SHALt HE AS MENRIONIF0 IN C 1) C 71 41 C 4) I ALL ALUMthIM 900 M(lAt USED Al CtkSA'Rl SHALL HAA 3105-hI4 NADI. (U) AR`;HQw% .,MA" RE INSTALLED rOL1.Q*R.K'. AA1 Or ­f k1(XA,`WNCAIA"1: �O �,Kcsk'ANXN'b 150 I"I m4cmNT's VA-WrACTLIREA + ALL 1ITTE). $iREV IR1AL PAKELF, 90it HAW. 1.7RIWFLORAL QUALM 1,rEo_ ASrW A-Sl CA" % W,,F1MUL# I',,.. 6V 04-NAW"i ATME1 C"14'sAtION W�rr- 4 I!, "I IMTER ROLLED) 0 V`Ahr-1 MAY Al W K INOAULE HQRXZVOAL." FOLt'�W NC, 4CFTAoJ%" VDAALS SHOWN C" MCIFION T TWN,n" to (SHM-M A JHRO;4 0 tyc"IT *WAI ,-EADErts (I&* SHALL W,t RE USED $ ALL SCREW"TO Or STAIF4155 SIELL J04 OR .1$5 AM SERIES Q11 CORROSICIFFY REC54SIAN'T C(MtIE� CARBON IVILtL e, PEP Qk SOO�d P X RIK IFIELD STIBENFOIH AND 00 kal MASILE SVJEMM 44 9FINt COMPLY *1 FLORIDA 5LFftVKi4 CWt FA 11 %HAt Ih WE SIA. ut TO OF, FHE RESPON"ABIl Of THE L114`001MICTOR ILI YETVV THE SCOND"E'tiL OF IK 51 XIlJRF AMFQF PIT IF K SECTIONI 2-1 II` 3 3,4 ATTACo) ID OCIURE PROPER ANC�CR.0 TEAS WJTT" $HALL CNIV OF AIAIVLCD TO COWCM BLOCK OR OnOD FRAME RAM DOCS 6 WEIS TO BE ASTM A-307 CALWAMJED Mt. OR Aill 304 SERIES SIAO,LEIS STEEL. WM 36 6w 4MNoM "EX SPRENW14 10 EAC. REGULAR STOW PANEL WV*- ,E*GTHS OFFR A -01) A k, vo stcTions oL, 8. 9 aALmIlIoaKs,ow, I ANCIAM TO WALI L,14i 01 AL tMo,41t, " IF ION Oft VOWS , . 6 # 2� WSPEtFNU Y� tHA, I 1"VI A _U.,'�At I AF,V OF -0[ I 01.1ftl MAAKIN6 IFMVR�ft, r0*0 �MIJIER OR 11 "N"t 70 Sr.w PANELS "T, AP1.1,45E "E"faftE1Mf4f :10I,m, CrIFICIVII co •10ROK'At" .1AW0,1. 10 '11'.T,N6 r1A,!A.i1 COW -ALA 1, Hot "tilki-ArOw CCAR7:­ 1, , 'FAL •.k AIILP L SM"ER CVMP111404T MU NHFCI,I AtVAA1 IN 10+,,'16:, ,Ml�l xl.,• - , I *: 10CON 410'.ML*Y!, AS OAANWXtt)01,0 Ll IA "I k-(V- Ok - "­',I9] - ' -,LEF,0"MR, It,g. 0,�, _t,ZI. ,.,.rjr,. _ ,/4CAO�-ft A00C1K1P-,, AS MAIFLOKIURf,r.- to ')EWALT W JMN 9".3EOC '..) ,.,7/�- ". ti -5 I." k'"O �tl ANT, IF CAII-IMOLV 51 Ali PIVIIIII $tCRIW. GQ.1 FF ',Fr��11 C' ` ',TO W F`AftEt �W,INIATFVI, I-A,t VOW I •.!IF V'ECS *AXATri) IN rHM DRAMFIG PLUS AW SUFLUNIO 410 ZnNlm. Rf6t .11o.1, It (-1 I.-J" Pet.) �=L, b- '4 J01IC<T.04 -,1 RE t).RMII I- APPLIED TO - #14-10, PANILLAMLIT foikE ;n A PANFRIKA11 PIPS ANCROK A$, MAR,)FACFDRCD By EICO Lj,OiRSTRurrxA pPGO1X1% (FAIR , C.33,W PA.) - -tl� I 1.1 (0) INS PPM)Lt EVALUATION! DOCUIVENT tPf Dj PPr 'A!.Tu� 51* IHI, tN' 1 GFIN AI� ANO Xf�, NOW "MoOk NFORCKAlIoN '% - 1/-'. CC TAP-Akll.01r.. A.� 0IN"ACILFRIED I" MV-FASI OAP(RATW�N �"­3600 ,.I) I,V A YrIE "Cox PQOXrT. I. WHERE IK $,FI !�*'",:­Fl !,­wr , w,,;� 1,1� F 1b) alINTRIACTOR TO OE ABESFONSAW FOR t4C SELECTION. PURCHASE AMC WSTALJ,A7" 0NCtWK 0Y[ "V47Y �4` tIin FN.'l'-L I 1 I I A",,-. ­0,�,.!"��­ ,,,;,QQ AW�'F`4m 40-� PUATL C60<10L'i o�44. (11. 4 " II14 PAYFI�if 4MAIF BASED ON IN" PED. APOVY(O HL/SRI,E 0= NOT DEKAOt PROM THE CONDITIONS :KTAKO ON t4t,, omqme"T � AKI F-ANEMAJTL ,. I J'� AND 1 014" ff,A% �F kW_QRTF ANCROpi tws,-RLACTFON VAFFIV AT IiOT I U4. CQUI-ACI.IA'S RESPONSIBIrr, XP C"-IN AF %NlLil AN(DORS SkALL 01 EMBEDDED 7/0* 017419 tI41t PMAIN CONCALIL RIO V*AUA*NI FLIC I'l 1-1 `00MIC; tWj.W,104 LIX-ViNI PC,'. IK CW111 fNITI II&AIC: 11 9,'k­1­ STIFneo S"", BE OLVAr"E'D I 0+4, 4-20 .yCIRLW" k"r qWL 4r I 111r LEND 6111441404 %AN" SrLFCGO EX'S", 10 I' WINFIAN FOR WAL, 5 *111 11:1 !;TQL1CQ AWWx I:W I1.rlftl �CRIIW'; OR ^.; THIRLAND SCAM W/O 'WAD, kW SM SPL%#`%r `111O,XCn SHA41 ER PREPARED By A FLIODA Kclsttm F.GONttA OR ARL"'Jr E, A- " *A0EC­j I,., Wf WAI. wink RIOS EHG*0[17 Or RECM (ED R ( FOR IHE PRO*(7F AND **G WILL Or AMPOWISITIF, rtV rW A40W.R JU V ME Itil 4I4[INEEP OF RECORD. ACIW, AS A (WLFrATED rNGINQE* Tr) 114T A!I' N 01%F II.! -LCA-;I t,Af ' '�Ili ,At' (110-1 It P-ul. �.,Tln. !-!txlo .R KRIX) 00AADS K rouw ON `,1, f'C D FWAKER VIFAI ZJ64III III I- WIT 0 THE VIC SPECIFIC DRAWINGS TOR R,V*W CKATIM WALL. O+ ,000, )M'.t*a 7+,k; i4i 10W. 1400G� M AFAF-14 THf MAJI# 4,TPLXTJW KMftU SVC,- PA. 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X t9f $OK .1, i $,Ill S T-010,1111. *� "'ir, 0 11AIN- 0! �J 104111 P "04901 0) I(( IN a tw.14. aj� 0 a CLIUNG AND-FLOR-10110UMM SUILD 1H 11111ITTING ALTERNA 111OLINTING Wee SECTION 2 SELTM 3 5 E.Cl � W 04 it" 3A.0 sC..Lf J/n­ SCALE 3/9-l' 'A, I. ,,t.,. ; I 10 I I " J,ANL " I �; E.D. - IX V= DWAN 0 WIL 504IMS I SEE SCHEMI ON 112- I I -IFS v ­,01 �j i SHEETS 0 & 9) � i I i - I ! I � : I I = VI AiI - ,� I I � 2r. MOTL-aULQMNMMBQN-X-3,L'.1r��',, � EV" SIM 0 1 1 1 1 &;t A&W. ! ;12 Ilr CC "#' Pis"INNININ Top BE BOTTOM MOUNT#" CAN fit- � , i I .0'�r , r/� 4F % INSTALLAT4 DO : � � , �R A . COMSANFn qN ANY WAY TO F",I,[TT ANy _.- M_ � - ­ _. - I L+1 0;.��*­- /x% . _1 .!� il #., � � , I I I �, .- EN ". ,E�% 1'� I F; -1 * 11� .. f S, FLO$t)DA SUILDING CODE (Ifigh Velocity lil.rrfcvne Z.ne), U(SPING POURED - -F . � - COW -Am - 3/..- � - - - . " I * - I 1E =24 ftnm W- "I i I I ACOURED , 4 PANI A. Ic�.l I .`�*5_ I . 20 GAGE GALVANIZED MEL SIORM . I * : I - ­_.­..__._______ L--,-n _� IF`, WE OF .'" t 0/� ,�,,­. , ".­. �.. ", %• .". -_'Rt�, k,'�--___ �, 'N 1�"�OGAL PROTECTION PRODUCTS. LLC_� - COUNG I;yp 7iNG � �,!�'S't ctlq��.:.�, � . 11LIECO."It � AFFEW L. F, "'Aftl , , 4, AS - _OFiLUR1Q0_r0._VA_1r ­�, , 1,1 1 20-176 SEQTIQK-ZA I LM- 0"V AKZ - ..A" A, SAO ­",. � , , ­ �,,�', � " V.kt 3/t- '' 6' � � -.�.­_ ­ I DAM __ �� I." RIA-LAIN . L", � . - - 9. I- I JJ - � ... ... � " �� ze�­ __ � 1_�All` CA - ."" .;,.r,� � ­ , - , 1, — f."F_', X, ,._�10141N,17. I r"'o NI .W , ,_ _! - _��,:61:.11 , - , � , _ ., , , - � �-.�.,�', --- MQ0I=XYALLJAT1(&_&EJ=X_ND, 2114.72111M : L.1VATERJAI,, CHARA(JERISTICS AND SP CIFICAMIN-8, Shut be strictly in accordance with General Notes and Components indicated on she, t 1, 2 and 22 (if 26, of Product Evaluation Document (P.E 0.), drawing No.i(IL1176. Anchor specifications shall be as indicated an sheets 1, 7 imd 21 of 26, cf Product Evaluation Document (P ED.). drawing No. 20-176. 7. LMLAMNS-AND AWNDMONS. OF LISF: 7-1. ',hW be stnt,tly In (;ornpllail with Gurrittrall Notes No, 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on si,oet 21 of 26 of Product Evaluation Document (P.E.O.), drawing No, 20.176 prepared by Tlltoco, Inc. and signed and sealed by Walter A Tillit, Jr., F.E. 7.2.:Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as defln A on section 152D 2 of the Florida Building Code 7.3, Product small only be installed Intu poured concrete, concrete block, and woo( frame StRiCtul Prod ct Evaluation Report prepared by Wallnr A Tillif, Jr., P.E. (Florida License No.,24167), President of Tilteco, Inc. (Florida CA-0006719). ""1060010)", %,,*I," ;k A T14 "10 � ", --:, - .1 1W *!", , ,/ . 0 ' � 0-, ��L;;`� - - * I C E h S, ;P '-,- ,�� V ,- ....- S 9 ., . I _LIt,44167 ­. , .*= . Z --,,,I, 'A ,'- F *!,.. STTO- .,.I,r- I I I -,I4- S, ?I.. .,..... N 1, "P""'..., ., . II `1,1',eS1vf'JA0� ,I%,, `a1#1#t#0I,m%A%tVN VVA T'L D A Tr [ PC 0 AD MON RECORDS t P. S. RLEFOR T 20 L 0 L 100 AL PIRO T 6 CTIO N v t i't - i : i ,. I I I C C. A (i P " VA I 42ED STEE L 67 ORM PANELL ORWO * M 1 78 1 REPORT 0 204 M.01 /T-----,,- -,- 1 1 Ll ECO 1r4_\c_ TILLFT TESTING & ENGINEERING COMPANY LV'011+ 1n 1 1, IL_.-Il I FF 111tevogaolsoul FT 1.4ivta,F'4o 440. PROD , EVALVATIQ .101"OR ,L', .A I.Io%I X1006119 REPORT NO.: 20-07 27.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAIIiIII 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection IDro.du.qt&..LLC 48UO S.W, 51 Street Davie, Florida 33314 1, PURPOSE - LUAMM This isa Product Evaluation Report issued by Wafter A,T`IIIIt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regullation This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Sovianih Edition M thc, Florida Building Code, mxi to verify that the product Is for the purpose intended at least equivalent to that required by IN- Code This Piudr,t;l Evalua[iurs REjpuri shall be subject to review and revision in case, of vi Building C.-ode change that may affect Its limitations and conditions . ?I. FV.IQ1_E_N0;E_$_tJ_SMIT_rM 2,1,, PRODUCtIEVALUATM-DOCUMEN-T.A.P,ED.1 - "' Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL, sheets I thru 18,A 18 lgelparocl by rmeco, Inc,; signed and sealed by Walter A. Tillit, Jr,, P.E„' dated 0712712020. This drawing is an integ* ,is , ajt�106,0 Evaluation Report. %.q� - ;I , " !", .9�' 1% ....... 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ALUM TURt OR V, : , I .- 0 1� �1. t ,��, , C, " CA (_))� ctmo SlUcco" IAI wow PLAIT owfir ,,T� 0 I. 11 / � $649 VIBI.1, " NEW 1, WIDE . YAMES , 1/4* � I ` - ALUM. FOR( OR I' I VARICS I ­ NQTL-;,jp�--,ti��,,.Dtk,�tl,'.�,�.��� -\\- wom BLAND : , , I.. .. , ,- � I , . _�L�!�W!l P I VP)o) PLAIT SPAM I I I Inp & ;I`iT _r u vl-�!,I, ri*„'.,. � -1. 9t 111041,01 IFFAm wmaitin PRILFRot I CQQD1TYO�' "I AF, .41 li 101, AN" W" (PLAN) - MEL "mAdt tKA - I , t 7 1 � NSTALIATION .44'r 11�ifl_�' I ­ yl� --- - _I IPRCTT , i � , I .0,­ � fl,"A" /__"� � It 4444rIlm t) i I 1w - , A CIKII I �,Ptw. - I "rLIR �r 14� "', , ,J , r �, - I ., /,�, �­ 0 , .1 A , 1, . ­ —11 ins,*Nc pow .., FLORIDA BUILDING CODE �Hlith V,Ivory Nw0cone Zane' . � Own% oven — - coNcNErt 0 kj=_� j� 4 A` . L E I'd , ,' . v1, 'S '. 'I __ - im 110,4015"Ll I ,CNFC _.. N1W­ V a ... S I I ,!,- - nor D,m MAA. OR GALATIA THAI, 4 � � I` �,� "'I") •- . Llw FA A 1) , 41. A.FwAED -Ort 4KK`T .1 ., NID 44167 " S ; 20 G41 GA,VAN ZtV STEEL STOW PANEL AFKAP, r . Al. x�xS. - . * - r I �11 I - ,Irkr 31q.­ � __ �311/� � , , _­1 - W_-_ ­ ULDBAL PROTECTION PROOMTS, U.C. IF"Ic i I.. S if or. :�> "' 11LIECOomt, ,, - W-161L EQR SPACEEM REOVIRIED AI 1QP Q8 - , - __.� — $I TTR,11 al� v,�,-,� � "Y'r P� - . - " , ii, ��,csn" 4 OFbim-w;�aoiW-, BOTTOM, TRACKLAD tIDS , RID 0 '" _.A7. - WARNA, AFAWAA ', - "_. ;.I. LK-11.5 '."IAA,FA%L­61FF� �, 20-17� ­-­05`��C> , .:�, '1411, '!1r* I I - . , ,11 , . - r-.1-1 . — iFFIFIANNE. ."; _6 LN � 1w 14i,AX I .14IAO. IF - 'r It - " A, � A..IWkMArt ­ -1 1-01FRIT19 ­�=-,,t- `�45EE—:=:-� -1 --- .... _ ----.--- FF � ,two vs f. L-_..1_.lF!!s ar"J I . _ ih1!L2"_()RT NO --a -412 4l 2,2, TE$T_RtP.QM: L,irj�, inissile impact inad ititots, were performed under SSTD 12-Sari standard as per . secti(mi 16091 2 of llo Flo,olz- Building C,odc Uniform -tatic, load as per ,,",ertioni7n9.R.�l,pmrASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-011 dated 03111102 witnessed by William R. Mehner, P.E., Sir,)riz Moron, P.E, rind Henry Hat0m, P.E., aric, Report No 0219 01-09. dated February" 25, 20014 signed and sealed by Edr,,undo Largaospada, P.E. and Henry Hottc:rn P E Large missile wilrant and cyclic foading-, per Prato(:rl TAS 201 & f!03 as per section 1609.1.2 of the Florida Building Cods. Teal Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 201101 signed ant; sealed by Juic E. Gonzalez, P.E. Tensile test report No 9CM-198 by OC Metallurgical, lric . 0ted March 13, " '001.) signed and sealed oy Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per Ot' MolWlurgiGal Report No, I OKM-1318, dated Decemihor 1 2010 siqnw aW sealed by JwTy.Jac,KAano, P.E. as per ASTM E.B. 2.3 STRIXTURAL EN91NEERINO CALCULATIONS: On 24 Gage Galvanizer] Steel $form Parrot for maximumpanel longirti V6 des gn wind load, as well as maximum anchor spacing vs. design wird k)ad and panel length based on rational and comparative analysis, and ire accordance with section 1604 of the Florida buiWirg Code. Calculations prepared by I ifteco. Inc., datod 12r11 8110,iir)410�1.,27113 Ifor fts revision), signed and "riled by Waltov A Tillit, ,Jr., P.F. I MISMENRACT RESISTANCE! Large missile Irl under sectroii,100H 1.2 ni the Flo(IOA Building Code. as per SSTD 12-99 Standald and TAS 7L) 1. 4, WJND. Lf TANCE' _K#AQJ P E $* . 24 Gage Galvaniz, - I ;:;10(:SIC)FITI Panel has been verified ,,r, :sustain wind prPtssujf,,s. Maxinii pulit,il Ianijlh zhuli bo as Indicated on sheets 3, 9, 10, 11, 12 arid I 7 or 18 of P)o0tict Evaluation Dc-curyient )F E,D.), drawing No. 20-175. Maximum Anchor Spacing shelf be as indicated on shoots. 5, 9, 10, 11, 13 throe 16 and 16 of 18. of Prodkio Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code cornplhinot.- to work as a non -porous stoirmshutter assembly, as per SSTD 12-99 Stardalrd 1/4, 2/4. 3/4, A14, 5/5, 7/5, QL_tlQ18.PJMQR1 No. 3-012j,il; 3 5. IM-TALLADOR' Installation shall be performed strictly in accordance with details indicatr:.d an Rhef)IS 3 ihrLI 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum sepal lon to giaq,, shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of PrcjiJut:,i Evaluation Document (P.E.O,), drawing No. 20-175. 6. MATERIAL C HARAICIER) $TIC. -SARQ_SPE01FICATIQNS� Shall be stricUy in dkx,o,dancewith General Notes amt Components lndir:;jkt­ or; sheet 'I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing 'No. 20.175, Anchor specifications shall be as Indicated on sheet I <)f itJ. or Prolo'[ EvINIuatkm Document (P.E D.), drawing No. 20-175. 7-LINITAVONS AND CONDrriONS OF ll)ft; 7.1. Shall be strictly in compliance with (:;eriw,�t I NcAes No. 1. 8 thru 14, Indicated on Sheet 1 of 18 of Product Evaluation Document (P ED.), drawing No. 20-175 proparad by Tittem, Inc. and signori and sealed by Walter A. Tilly, Jr., P E. 7.2. Product shall not 1)e installed within HIGH VELOCITY HURRICANE ZONES as defined en section 16201 of the Florida Building Code _ 7.3. Piot)tic,i shall unl,,, be installied into poured c:on,.mte, i,lorgcreie block, and wood frame struclurt,is Product Evaluation Report propato,) by Waller A Tillit, Jr., P1. (Fictida License No. 44167), President of T1lltecI:,. In,. tr-111-0A !'A-(*O8719) *..., 4 *11 - 'tk ­ ""`r_-- --_,- - t I . - 6, 4 . � "C -, 4 4 1 f3 7 !. �,,�,,� - - : * WATU I V . �. "pk-', I O'I.TILTVC0AOr,AC?JRFCO4V5AP L REPORT.231CLI,MAO ";I'(, A:�'!4� 'AT,41, , rz -1 S_rrMll PAN.t � DRWO N WiYb� I111,PC ­.1 I , . , I. GALVAMZErD STFP MI 0 11 (7 I7*. " , oR , " ,�, I,. I ............ CNSle, llwlo. 2*110. 3w/il), 4w/10, t�. FL/ " - 5W/1!0, SW/11 & 7W/11 w� ANCW.)"S rOR CONCRETE Stf SCIP41MY CPi '+Ilf' '� '. 0 ,�..' -3 ': - ;* 'OP W1,0C sc� f#1.111�6 ON �'t" '' I , N 1 •1 " L ! l, F­. - - ___-__'__'-----_a a " J III ,� ,_�1 -1 . " A i . ­­ I � I W1.4 �-QLIEOP­ i , SEE SLCIIOI! _'. I I AP-, CAr_iY i I ! I I I I I � , V . 0- � -1 - - .- - I. ;�- .� !1, 1. �� 0 i�,, i I ­ . I 1, 1,11,, � / 4, 2/4. 3/4, 4/4, 15/5. 7/5, - V VAIK , I L,J�I,l 2W/110, 3W/10, JIVV/10, ­ 1 , -, �'W"1'1. •F�IFV­t " ­6r­� 011 '! f 1 L 5 & R � I ­,UT:ioall I : 11 I I . ii �R F G U �,A R _5TQRM_ PANU. $ I I &__!,� ELEVATION � %IS 1/.' .,I:, r.Ii- ------- . 71 ; .. , ", ., / ". . _� —wo � �- - - ,,%it , . " ,11 . ?, ii. ,,-�,,ot� �� � 11_�11 "', 1 ....... � ,�, � I �,' , - ,-,, �Efij., �� ,_ FLORIDA BUILDING CODE (Kiih VOL,61'L N."',­,­ o , , . - ________ ­­._­_­.­_­__ i 11"10. � -1.1--­ - I—— -7 � �! t1 - � 1­1 I - 4r 2D _, , - GAGE GALVANIZED " Ff. MPM PA111i, " -, � KC 001`4 ,A --A - . . - � � * � � � , , " .� ",T� " , 1_`­ -,- - 11LIECO __ - I GtOBAL PROT[r.'ION PRODUCTS, 11C. iI , - � 11 � � - �,�,_ --� Dl,,��-4 VZ:_ D * F F"T", , t.__. " - ­ I.. '1­ . , ­ I ''I , " , ­ - 2 a-, 76 14.4" ITIPRAC * V`*R`MW.O c'", I. - I. - m — — I—— 11 , 1' ­ - -V','�';It, i r�� , , .._ -'r-J. . "_q=� , , . '. , 1111" : 11.11� ­ � - � ­ . ,._ " ­­.. . , I � I � ,,�,." 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RAILE.", t/A#­7CNF1I I S S Buis AiNo@ a EA CA-ERLAP i EE SECTIONS AS APPLACAI1 , I., [.� 1! j I , , I TI, � - -] � � III � � ! ,i I , �j � � I I " I 110%. I OF " I I � . low I TO '4.1�"�lk--fl--i�-4-�"4,t�—�-4�t�'--4,"�-it.i�J_L1-71"tI I I ' 'i .L .-JJ;_ _J_ I..LJ-_L_IL _j _j -I �___. -I_'--._,,k_- l ___.--­i . ,-.--,---..- ­" ­ . _ -I-t: CIEf4_-1,I .. ST I Y",a-II 11 ASCI4001, - .I-.-,- (SU IECTICA E21 At AJTIANATW Lit* ON sArri Let - I *EZI/18, E71W,/18 I Ty, PCA L. ELEVATION FOR .�R!-L-5- 2000 E-Z HANG STORM PANEL f 1) SYSTEM M , "111:1 A-W E 11`13 u_ahIl"I IL 11::' I 1I 11 ,III 1 -, ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT Sopoloormej 15 2020 ��' policaliort pluffili L7P_91 - R2 E X fl,qecl NtAHNAw 4 31543 Prodixt Idanufacluier, Ali American Shutters And Blass fItAnufrictioar Address 1540 Donna Road Y'Joia Palm Beach. FL 33409 � I, !I I i. ,, ,­� D"'C'sFAII'l, 24ga Galvanized Steel Slitionn Panels Large IA"MlmpoO RaMant Scope of Evaluation; This Prodkov Evaltirstion Flai is being Issued ire,,(,:I,Yli WIT, th-� ­,joifF+n,,,;IHv, of The Florida Npartatent of 8u&wmm and Pratessionnal Intaguistion (Flar0al BLIFIIIIHI CJItUlll.%'-.4()f.) F1411H Chaftiol � ­,20 I 00, A 4 I , Fix statewide accepicanicalp per loollialhod lidj The product noted avow has I .... it, 1n1,1, I I+ j III ,valuated *6 $W"*ft2odHerein toshow corrfAsocov6th the FloindsSuolding Code Sew,li I Ldouoo =20) and is lot the Inaposs, mloorided. all lows: equivalent to that required by the Coft Ro. evalorthon of this prui stall be it-quoved ltillovoirq peitioltint r1r4iia BIATIFIng Code rroOmbore or I EvAsions, Substantiating Data ` PftODUCT EVALUATION DOCUMENTS 1A diappolig 02113t.3164361thold -24gloGaelanized Steal Storm PonoF&tHVHZ& Non-HVHZI IIII I '. rompailed by Envinerif,119 EVITHrms %ignold At sealed try Frank Brentuardel, P E is an Integra part or this Evaluation Reproil A TjsT!R.eP0RT$ � Unit oinislink. s,FFict,im ortcomaiwo has been 10,511*1 in w-ci-FrOavir 0 w0loo AS 202 fast standards 1eal norpoi OBT-ASG 17-001 by Stackwatief Testing Inc L;.,I.I,- III 1IIL41II,tIF!Y `SIAI'�I:4 dmicyck loading pe1bournioce has been tested it, aL,, owan­. .ith TAS 201 and TAS 20 Ali Wandmils poi hirill hqrfton(s� OBT-A$G-17-001 by Slackwaterr Testing Inc . STRUCTURAL ENGINEEfUNOCALCULariONS Slaxtural engineering calcula4c7ra have been propalecl Which evalwale i plod-1 base, on I ,,,IvarallYpi andlor rallonal ankilloss. to quillootto the lWoolifflng design criteria A hilhox4noriAllotannoor Spans 2 MilrorrittinAlIc"alAoSpans, IS Niin,in"lyF":,hOSSSnfmrat,on 4 Ami $oAcing - - - - __7FjW11TW_I7` AVENUE SUITS 106, CiAlEaviiii StAcH, FLOP;DA 1144, (954)354.0660 1 4066) 396 9994 TEA "Or"'I"'I'll", "I oles,'.1, EIAGINIII.11,111.0.41, COO ,= ­­ - �j 4 I - . ". IT- , . � �7 / T_ IT' . A , - -A, .. r �,A .1 - .NH, I , I Y, a � I . - � 11.1 I I O. A fi* � I I,!; � __ __ �; III �L !wI11TI: � -11 -1. k t � 1� .S I I " - I **", I L IIII - . --- I . I, :. .. , '. . � i, III, I'T. " . ,� �,I XHO I 4 I .m IN �.,. � 1. T. . RI Tt� ,.I", - 11:11�.`-_LL I _r ; - "I (�Ajl .01H) 1I-L.,I romirc *Iln HDIIIII, - � ,�,�"'­­ IF- - - H. - 1teLL&LiaxiiI oi� � ,_. "Aft. _ate - I -.111 t I i � ol. `( ­1 " . I ..I- � � - ., 71 _1 .11 -W , � 1, I I I ,4x - U. 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E-Z 14MG STORM Pi "YSWhA Ift* % TRACKS 70P & 90701A "I } END PAMILI SIFALL ALWAYS R CONNECTED In e(,1T(lIP ;ICFCk Or,irPAIII A �,Tli 1AAR4,VSliA;_L BE AFROVIOtb IF LCH' IPF SA,9:14 , FANIFF 11 0) it' II INAMILL5 ARE CONNECTED 10 oNDA­IOAI TRACK LQ1MNEi:.1Pt1N $449 I CUAII OF 1/4'0- 20.3/4' INIS III ?/S`*.VjTi7" HIIII,C, 04141 OR 1/40.3,'4* 1I THWIRSCRE19 INTO TAPPEII EFICTICIM IRFCK LOCATION OF FASTILNERS. eW 61 AT EITHER OF TWO EXTERIOR PLAT rLANGES Or END PANEL (4D IN CAST"' THAI END PANELS ARE WIT CONNECTED Ali LVITOM MA I, I,. A �.Toi, W IS ONLY USED A! TGi At ILAI III rkt,4 A S SFAALSf CONAIIECT11171) TO 9DnOm MAI wAlNr, SPF:C', IFIFF]JEAlitt, 1)1i ILIIE (3) AA0i A SUC- CASE "YINII6C710N OF PONT,% I-' i,',W I&I WAY OCC',Ilot AT AI AlIlL lii),'Aililol .__, FI l�: � I I , 11, LIL _­ ­71 11 C, QFft"_^ llau'- , A' All Aminnew ShAtiovir, and 61aso, -:4)_.-Ar (oak auii/ed Yi�e)'Oolrlh Pa rick No 33% increase in aMonobler stress has been used In the design at this product Separation room glazing IN ,,Of IMAIred fo, Intratislinna, ountirfill, of world zone 4 and essential facitirips Impact Resistance: Large Impel Rolosistorwa has been drornotntillualri CANAL 4tviIjOii(oci in preyluaillie Ii lost rooporlioll and Do i�counted too in the Noto,neoving dersign of this produce World Load Resistance i­'],,1I­I1II-I1 ...... pi'I,J I" ­., I ,yr,t Jr ,0 - A,,,,0.,iAI.J I- 11he span schadWiFIFF tin the ,wq.,, NY, III Y$", f L ,,II J'a""I 001 00 "I'll il I I,IL1,r'jIj,Ii,!jijiaAYuAg) Installation Thi pitkKincl St,oll W oriAIaI[,J,o Ill., I 4TITIFTAPINIFITCO Toodih lits vespectiver Product Evaluati Docim<,oil ii ung,ruiannij rhavoing) Hong,, 6t-LLT HIporwitht rotshi thisierm 11"i'll I I ­1 "II"t I 'I 11 ,,I ImoIII lrlt IIIAlelial BLIKLAnd in ihat pvtoducol's respective Product Evolluribi L. I ,,, ,r)i ­.r1I,1j CuriVio Limitations & Conditions of Use: I '.rise of III product ishall be in Sir" accufolance Hi lito joeapective Pr Ids Evallualuo" Donownrient IF is CIngiratenni; dfaworry) I" noted hereon igoeMt"LUf nI ,IAil suphot otuUistloll desT$Oi Nn ksted In this products respoeme ancloor 5010dwie H, !,I ,Lh,F, ti conditions which are III isocounted I On this IxOdwAt S 1ANNETIRTA" anchor schaduke show be closignod for all a site %poe,AI hAi fiv 'i'i'lliFteto'll pfroteI,F'onol qaqi,,OHI; OUloornponentswtvchaiepelrn"nft'iliVI"Slo#od%haht)epratecWngsinMcmfcks�on conItuirtorult.on AAIP rother Such damage at a1J Alan" This product him been designed lot ,SL valto ... jildt outside the High Vottv TOY Hottl,Ati ZrATIF 414i lotiespectnilk. I.- .,t I . I Frank Rcrinardo. 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PiPPICNARIAIE VA" TO&I ANI VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS) \ 1,/ NTS ELBAITCA ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: ,A 1"Q1U :,i � ­ ­­ "AIIIJI1. O(IIII.I. �11,IAIFr'l I. � ' �; F " "' a ... lII t III'. I 1­1 - - - "III �' ';' 41 :1-' II.N I I AHO,'t 1,11ACif -, I ��, 2 It- � - 0, " I "BAF. I JI, � � ",:I, I. .." . Is,' ­ I � "I - - "? �­_ -1 - - __ 1� ?_6 I, - - _. - .. I Y." , R to J,I ... 1 6 Ohm 7 IC,I, I � 406 :n .1 1, l„ I 11 I 1. I 11 ne .�, ... - . I 1, L,., , �i - , , " pi, ,,. �,, 11 11 I .* :;PAN SCHEDULE NOTES: - L LWt- 5--N SCHEMA WirWNItGATI'4 D�. Lko'L '�).o � PANEL FASTHER SPACING TO 14111FAItAof MAIIIH,11,1 ALLOWABLY, STORM PANIF SPARSCI,Ai IS At-CEIII`Afli A 00I IIIE Yii * POSITIVE LOADS LESS THAN On li %J NEGATIVE DESIGN 1,OADS 2 -OAf4E-L FASTENERS' ARE 5rJi USED IN i CONJUNC711014WI-THALA MOUNTINGEIrlivElON1, 1 4 -p-TRAI 5TI-INVE171 II F � FTI: i WE* I, ) 5 0 C "', - PANEL FASTENER Srg: pToof. 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I RIMOVAII 0ACTHiW,i AAC Vil A III 1,11,4I ALL-po'.ATTS SCILID-SE1 6 ENCASE, ti JI PX2, 1! q . ,Ii:­ , 3 AIACHNE SKAIEVI WALL FAI 3�'T" POWNILM ENUAGtMEW 1�1` THREADS ]INTO THIF OA517 -zl�lm-tax"loxr_ ."I" wet,AI -IAVE EITHER A PAN HEADTRUSS HeAD CIR WAFER "CAD (SIDEWALK SOI a AVI, :'�'j !Alloi.t��. lIM"I'VITAPINT AND vii r)Es14pI EXCW&&5 $11-I OlLOTHEP, WALLIFINISH ,,, 20-31543 . i : ­ ,wl,i AN ON,11DITIONS W111011 ARE NOT ACCEPTABLE USES. or "I I — I L,ls.i,cv ,,�Ajiniw. oEx,,,NAIx rTDN_, M_.!hi . L UNUIA "Ille,," I, ,IT IY 41 1-, ii 1, III F1 rCR II WITH THE ANCHICIA, 5--HIEULILES W5702 :IN thiii si-c-ul �t­) . (n a " a) (D 2 v+--i +--i W I M > 0 " W 0- 0- s< ^% W -+-a 0 = � M 0 %_ Q_ O a) L. (n CIO L. co = LIJ Z :- - ZC :;� = < f-) I LL I SHEET NO, SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/r CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT INSIDE EDGE OF WINDOW FRAME A' WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND To WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT 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 APPROVE D HOUSEWRAIP STRUCTALATH TWIN TRACK 2.5 314* CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER HESISiTIVE BARRIER WEATHER VE BARRIER & 1ARILY SECURE WOOD FRAM EXTERIOR SELF -ADHER H " JAI SHEATHING By LAPPING D()WN OVE PRIM JOIST AND ii WA[ I RY 6 IN WEATHER RESISITIVE BARRIER SEAL I UPS Of DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FWP01 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COIMPATIBIUTY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions in each detail that corresponds to the Refer to the number marked as numbered items in the list of Instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps -adhered flashing can be substituted 3. Self for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8' CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SELFADHEREDFLASHIW'� 10 a WP04 AM WP07 V-4" PER PLAN .'NEAT! IFR RIF Sl!',TINE AV- WINDOW UNIT 13AHRI1 k FLASHING REQUIREMENTS DOOR ROUGH OPENIN6 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3J4"- I" BEAD OF CC 14STR_ ADHESIVE TO BE A )PLIED UNDER THRESHOLD OF D( OR AND RETURN UP JAMB 6*. USE LI 1UIlD NAIL BRAND OR EOUAL_ WEATH! R PROOF CAULKING SECTION -A (SEE DIET 4 SELF-ADHEREDFLA3HING SEAL TOPS OF J')ISTS UNDER DECKING: (SEE DETAIL WP)7) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SHOWER SEAT WP 1 1 SLOPE 0.3 in: 12.0 in R703.1Genera! F','t:lici v,;alis sil,i!. pinvi"'If- th'- bu("lny ovith <i veather-tesistant exterior wall envelope. The exterior, wall envelope shall (0.6 cm - 30.5 cm) include flashing as described in Section R703.4. :94% 1" BEAD OF G(ft�'f N ADHESIVE TO BE APPLILU UNDER SELF-ADI-IFRED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6'� HOt 110 R703.1 � 1 Water resistance. The exterior wall envelope sriall be designed and constructed in a manner that prevents ttie accumulation of water NAIL BRAND OR EUUAL WEA I HEN EXIERIOR g as requirec PROOF CAULKING CEMT. FIN. within the wall assembly b% pioviding a water-resistant barrier behind the exterior cla.,Ildiri I by Section R703 and a rneans of SLI F-A0HI RE[! I I ASHIN1.1 BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -rest of r,,Jr) J:-) j,',phflt 'c't fie(-, fi(-),,Ti holes a,id '.)!(akscomply rid Type 1 felt or othei 1) AST M D112C) for a roved L jifk -[ 1 h ill t)e i j ) )1 td OVel Skids ot shii- "athin of ail exteiior v lal; No 15 a halt t il sh ail h l d h ll PP , _ , . j ; _ g . p pp f y, with the upper layer lappet: T)(': lov"'er 1,3ye; wit itss then 2 in.ches ',Nhere joints OCCUr. felt shall be lapped not less than 6 inches. Other approved matcirials sip ll he wstj;,ed in ac�ordaiice witti tilt_ ),tinter -resistive barren manufacturer's installation if)StILJCt1OI)S. The No 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 R703.7.3 Water -resistive bamer�, Wae tei -fsistive I)aweshalli; s!1 be installed as requited in Section IR703 2 and. u0E)Fc,, rippked ever ,Aiood-based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper The 12H i 0individual layers shall be installed indeoendently such that each layer provides a separate continuous plane and any flashing (installed in accordance wit-1 R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER WP03 Exception: -)"!hare the water -resistive barrier that is applied over wood -based sheathing has a vvater resistance equal to or gieliitei than that of 60-i-ninute. Grade D paper and is separated from the stucco by an Intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer- or designed dialnage space INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE Fl. ASHINGJAMS & HE AD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing self adhered menibrairles anc, mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING---�, F I.ASH1NG';r'L shingle -fashion or in accordance with the n­lanLjfaCtLJ1`ef"; instructions Metal flashing shall be corrosion resistant Fluid -applied membranes FLASHING WINDOW (SEE DETAIL AlL Wr`0 1) used as flashing shall he applied in accordance with the waF1U'3Ctui er's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into thie).%';-111 cavity or penetration of 'water to the building structural framing components RELEASE PAPER Self -adhered men-inlantis used as flashinq (BEFORE rOLOW0. SCORE , i � shall comply vvith AAMA 71 1, All exterior fenestration products shall be sealed at the juncture with SELF40HERED FLASHING. the building wa I ,v:*1, -alant complying .,vith AAMA 800 or ASTM C1920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXT17ND A IVIINWIINr," ADHEWEAS!-H(,%VNj contraction, ASTNIC1281, AAMA 812, or other approvedstandard as appropriate foi, the type of sealant Fluid-applieo membranes Used as VERTICAL t Y ROM 13011 0ml 0i flashing in exterior walls shall comply 'vvithAAMA 714 lhe flashing shall extend to the surface of the exterior wall finish Approved fleshings shall be installed at the following locations 1. and door openings Flashing at e)denoi­.,.indow and door openings shall extend to the surface of the exterior wall finish or to the ),vatei resistive !"_'If i lei c.omply1f lqvvith '4--ctiun 703 2 for subsequent drainage. Mechanically attached flexible fleshings (2) shall comply with AAMA 712. Flashing at exterior window and door open ngs shall be installed In accordance with one or more of the fol low! - I g 5 i he Fenestratlon n1antifaCtUrer's installation and flashing 'instructions, or for applications not addressed in the fenestration -e .vith the fiashing manufacturer's instructions. Where flashing instructions or details are manufacturer's instructions in accordaric ri,'-�t provided, pan flashing shalt be m5talled at the bill of exterior �,vindow and door openings Pan flashing shalt be sealed or S loped 4 such a manner as to direct water to the surface of the exterior wa:1 finish or to the .vater resistive barrier for Subsequent cr--jirage Openings using pan flashing shall incorporate flashing or protection at the head and sides 1.2 1.2. In ac, rd a rice with the flashing design or rnettod of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accoidan�'t; .,,,zth �' ')thes app;oved methods. WP05INSIDE CORNER WP06 1.4 In accordance,.vith F MA)AAMA 100, FMAj AAMA 200, FMA/WDIVIA 2,50, F N-1A;:AAN1Ai WDMA 300 or FMA/AAMX'WDN1A 400 2.2.At the inti,.,i se,J;on of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings Ground 3.3.Under and at the ends of niasomy, wood or metal copings and sills. 4.4.CovtInLIOUsly 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.Atv�all, Ironfinicrscctions Water Resistant Barrier 7.7.At built-in autters 5 H4 �7 1 F-ADHF RED FLASHING XCH I +RFD FLASHING (2 4 WP08 PLASTER STOP yV CON If I NUOUS BACKER ROD& SEALANT .4 4 4 4 Foundation WaII'4 4 A FOUNDATION WEEP SCREED C' )RAINAGE PLANE WFtB HOND BREAK WREI SF LATH WRAP DID WR8 ONTC I HL VF RTICA1 SURFACE TC) TOP OF FLANGE AS AN AIR BARRIER <1 3.17 INCH FLANGE tNAS GAP IS A RESULT OF - - NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND SL LF ADHERED FLASHING (SAF) URAINAUF PLANT ((-)P) WEATHER RESISTANT BARRIER iWRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLAS TER ACCESSORY SHLATHING,'OSW, PLYWOOD. DENSC21 ASS 3TER STOP WINI InI 19 BACKER HOD [AIANT w11 N Ill IOUS FINISH L8th Sheathing Stucco WP09 CTURAt FRAMING C I U11AL SHU 101`44; 'OF SAF IAG[ PLANT WRS BREAK WIiii TH WP10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7)'8" Cement Plaster in arroidance with 7/8" CerTient Plastei Al I M(2E III accordance with AS I MC926 latho in accoidam:e elt b'jckod nieta� With A' S 3TMC 1063 _f VIC wi I h AS, 1063 'A Building Paper F-lashing Weed Screed yI Inst'.0ed Ab LI 'Ict Specs Starripede or similar cauk bottom Weer) Scr�.ed Initil oriv 1 1/2" to 2 Abovp Ron \/VeepSoeed installed As Per Manufart Specs 1/2" Cernentitious Cement Decorative Finish In accordance With ASTIVIC426 All inside and over Wood ?{lit A. floor outside Corner will need to be miter cut and (JL00 0'1I �, !i?j , ��r �' •� v / �, 6.J butt joints need to :,ecajlked using 1 Ipcde or Sirn caulk for all JUL 2 12023 f virtual Ile% N o t e: Pla "s Review c I he building paper and metat tahrp%tq ; A installed over the top of the wee Plaster jj bl( j., over )ck "' .11 I(.)() r r '- I L WEEP SCREED DETAIL SCALE: NOT TO SCALE w Assist- Inc. V feted an appr e 202 C �VE,�e,,,,Oq K 0 a) _c_- CU IF- 2 ia> CL Ca- 0 L_ CU CD O CL C= 0 (I> 3: a - - LL C:) -.#.-0 CU %.I.- 0 CU > U) -0 E 0 Cn C_ CIO C= (/) co CU 0 o< -6-0 o CA CU CIO LU z z Q_ SHEET NO. WP1 so TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---� WEEP SCREED-- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--- ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"= 1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED -- HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" co z 00 HEAD WALL c0 d_�08 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER 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 NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS — ROOF UNDERLAYMENT TO \ TURN UP WALL MIN ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL C� TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP----_---. CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" ROOF SHEATHING CO z p PER PLAN RAKE WALL WP12 - ROOF T WALL - 3 =1, -0 , TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 00 STARTER STRIP -- HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL--- /11 CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS I"'] ;0 'Z' CLOSURE \ II I I I STANDING ETA ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL - R, A LL WP 14 - 3 =1 -0 `v 21 HEAD WALL 0 HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS ---- WALL SHEATHING PER PLAT` 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" :::7: N STARTER STRIP RAKE WALL STEP FLASHING TD 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 WEATHER -RESISTANT EXTERIOR WALL ENVELOPE, THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED Ca - AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER � O. O,, L WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C Cu -p ' 0- EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � V THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. O O O CQ .O R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C 2 O HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O O_ C WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C _O L - EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co `� O UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O O °p JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES, OTHER APPROVED U) (DCD- i MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � C5- BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Ci) 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 °p ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE It BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER _ WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. W P 13 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: c0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A d 00 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. ��) 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. W P 15 THESE FLASH GILS ARE AND WATERPROOFING IC AND MEANT TO SHOW METHODS TO BE USED. GENERAL VR/1 Virtual Review Assist, i for roPlans Review completed and pliance with the 2020 FBC by Debra Anne Klahr p 7th Edition X2300 SHEET NO. WP 2,0, 0 Im 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----r 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" 311_11-011 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 (TYR SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHIN CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN----` ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----- pwl�_ 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING NOTE: PER PLAN — ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 'kYMENT 3LE OVER 3E IEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW )M BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING :F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE L COMPLYING WITH '556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL R' • • FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING -- STARTER STRIP -- HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN --- !N I .. I\ HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING-------. COUNTER FLASHING PAN FLASHING 6" MIN-----, ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN CONT SELF ADHERED FL, TURN 3" UP BLOCKING — TILE ROOF PER SPECS- 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL EE 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/AAMAIWDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. JUG 2 a VVual Review Plans Review Assist. Inc. for com completed and approved pliance with the 2020 FBc 7th Edition by Debra Anne Klahr PX2300 -0-0 L cn N 0� Z5 U L Q O O C .� cu V -O CL- m (D0 cu a _O O U_ O M N S Z3 O Q 0 cn ca. <C a z z W J V w z z J U) cu 0 L_ CL aC U O L N cu m SHEET N0. WP 2.1