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HomeMy WebLinkAbout36657 Garden Wall WayL ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC - CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER tt�` NT ELEV NUMBER O = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER l ELEV NUMBER A9 ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1 <-ELEV NUMBER SHEET NUMBER LEDGER CALL OUT - SEE SHEET NUMBERARROW LEDGER SCHEDULE 4 A15 2 �-SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-O" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. N NAIRM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1 ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS RECE NE 20ZZ AUK Z N ZOZZ Editiu, 1 0y (NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N N v Lo O 00 Lo z w O a w z t� N 10 F (� > O 0 12 CID a ai E " r o 2 0 2 0 •(A s u V w O N z; W L p E�? W LI..I 0LLj Uj WOH F-Q X �¢zx X� �03 w LL 00 L_j 0 Q Q V J x �QO¢zx 02200~QQ Z) I— I— Z aWxxozoWoomzj v LL - W W 7 Q J <LL Q- U)zmwOO20IL OQ O �QQ<XQ O= LL LL O O Z04 W 0� L_ M O Q � Mr-- �LL ti W F-�<M oo Z V F_ W w CO A 00 i N N O N o N N N N N N CV M M � M M O N N i z 1 0 D LoW > O _ O N O M O 4Ln O V I rIT, Cn } �'7 QZzw Ub oO o- (uUWELo �� O -� z ara W Q Ln = mew '/)j o 1171114 �V � zo= CL 2;� . r Q 0 gwO � �- w z az .. z 2 U 00 .. m =1 z z '� _J w 00J 0 N LAST PLOT DATE April 25, 2022 z6-0 0 _l COVER SHEET M 0 v 0 0 v (V d LO LO 194 �l I _U- �00 L a ELEV 0'-3 1 /2" 30'-0" 15'-4" It 6-0" 8'-8" 2'-6" 1&2'-5 5/8" 1. T-10" 1. T-6 3/8" L T-4" - 64" T-2" T-0" 2'-10" 2'-0" rl HB � li ^GGl� S3 13'-2 3/8" BRG WALL J N �cl� co 1 13 I m U �w I S3 L I F�l 13 14 15'-5" SINK \ ELEC 10 — — II �� � II o �9 — — — II II .II II ll 6'-2 3/4" TOs SHWR O II II 04 II II - 5 Ili II Ili II � 00 II C`>00Y II Z_ --�-- o �j------- --i U) 4 II 0- cc -o`O c II S3 0o I I I I I I I II t D ELEV. (-) 0'- 4" U� 1 c I t:bo 01 B I �cc S3 o - L0 13 T 0 C.J. N 9'-4" 9'-10 7/8" SEE DETAIL D/S3 FOR FRAME WALL TO CMU CONNECTIONS o J ao 1 S3 cU II 33 B 0 J 0 113 1'-4" � 16'-0" 20'-0" FOUNDATION PLAN A 1 /411 = 1'-0" 30'-0" M 1 C.J. 0 M 14'-6" REF A A B cl 4 4 Q 4'-2 5/8" BRG WALL 9 I i 0 v sl io M It S3 I I C.J. C3_ I I 4 - -- -- I rn I o I 13 I O 4-0 u- I \-I 1 1 I 1 13 I ( v o I I IZ Icl 1 0? �O B0 1 cl 3'-5" 1'-11" 3'-0', A - o V M ELEV. pr 1-4(-) 3 1/2" 8'-8" " 3" 4r ' 2 U- 10'-0" ~ 00 a. ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N 13 = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB - :` N = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) 1 LO (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS \, ', 00 ul m= WINDOW OPENING ABOVE r ¢ PLUMBING NOTES: °4 - w t . Ptv FBC 7TH EDITION (2020) PLUMBING SECTION 604 _ 0O 1. TANK TYPE WATER CLOSET VOLUME 4 ,� 1.6 GALLONS w 2. WATER -FLOW RATE. o z ¢ PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY _� i� O M u CHANGE DUE TO JOBSITE CONDITIONS. } M M LICENSED PLUMBER TO VERIFY AND HAS THE V) V -0-0- t m c AUTHORITY TO CHANGE AS NEEDED. E _ Eo E� s v V) w Q N KEYNOTE LEGEND L o a KEYNOTE ANNOTATION 1� 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN REF WASHER W/H 2 w °H W W O W _ O IY Lu (r� w �O� 9� UNDER SLAB ELECTRICAL CONDUIT Q Q U jaox<,oo0-oom°Z3� 10 LAVATORY U Z a<WowyozLu wo°uj �oQ LL H 11 WATER CLOSET o a ° a ° < ¢ ¢ LL 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O 14 (3) BUC W/ HTT4 ON BOTTOM O z N Lu C FOOTING LEGEND 0 14 0� ti TAG TYPE SIZE REINFORCING M O C THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q C!) J � j C MONO FTG 20" x 20" DP (3) #5s CONT. �w�� C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY < Lu < M C MONO FTG 16" x 12" DP (2) #5s CONT. Q >- Q 00 Z U W W mi qq O QQQQQ O O — N N 1 z O Lo W O N cM I i 00 Z U) ¢Z w W coo O U UULn :)Zj Owo Z a�a ~~O N Zo= ¢F•� . N 0 Z=o Q V gwLL LL z U)Z Z AUG 2 4 1W 0 U_p � z A A 1 w fc�P_w w Cl Edltloc0"i.SvO r LAST PLOT DATE April 25, 2022 Z 0 MONO FOUNDATION —I PLAN A 30'-0" OVERALL 8'-5 5/8" 12'-6 3/8" 9'-0" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 2'_�" � 3 1/2" SH 25 HB HD AT 6'-8" 00 LO LO EGRESS 5068 SGD BEDROOM #2 10'-0" X 12'-4" GREAT ROOM 8'-8" CLG I " X 1 1 1 000 12-7 15-11 8'-8" CLG o - °D o v CV 7 5/8 5-0"1011 6'-10 1 /2" 16'-0 1 /4" 2x8 HEADER 6" WALL SEE Q/S (3) STUD (2) 2068 BF COLUMN BE R & S (4) 12" DP SH 0`O� �Q6� 2' 3'-7" 9'-2 1 /4" 11 12'-10 5/8" M 2X4 KNEE WALL, TOP AT 34 1/2" KITCHEN n 12'-7" X 7'-0" 8'-8" CLG N w lln BATH M § � " 11 1 DINING ROOM 8'-8" CLG co Y d p N 15'-11" X 17'-9" to z O n ° r 8'-8" CLG TP nl o n RANGE ° o0 OO W/ HOOD TB -- nl WI M In I In I t] Jn L s rn _ - - L__ N 1y '-3„ - fV p L 2'-3 1 /2" " WALL o 7 5/8" LO 7 5/8" p�q' 3/4" `ti 8'-8 1/2" -3 7/8" °n 6'-3 1 /2" T-4 1 /2" PANTRY N PLUMBING in REF STACK 1 6'-7" iv WALL A3 B.U.C. r- 4 16 N 2668 S/H 4 INSULATED BRG WALL- S3 PROTECTIVE 3) STUD 77 �OLUMN - ---- -- BELOW BOLLARD 20 i�IIIN FIRE N ---- -- RATED DOOR W/ 00 WEATHER STRIP FOYER (2) 2x8 8'-8" CLG --- - HEADER SEE TWO CAR GARAGE 18'-9" X 20'-0" --- - 8 4" INSULATED BRG WALL _--- - BO N S3 LINE OF GARAGE IN--- __________ C I OPEN POSTION I �M E I I I I 3 1 / SH 1/2 34' 111 TIE BEAM TIE BEAM AT 8'-8" AT 8'-8" HB 16070 16" X 16" X 20" 1 LINE OF STRUCTURE A.F.F. CMU BASE W/ 3' ABOVE (4) #5 VERT. TYP OF (2) 1'-4" 16'-0" -4" 0° 18'-8"uj m� ¢ 30'-0" TIE BEAM AT 8'-$" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH EN FIRST FLOOR PLAN - ELEVATION A 1 /4„ = 1'-011 5/8" 00 LOCD N 0 2 0 i N N D AT 6'-d" 111 HU28-2 o T MP.GLA�S 00 ENTRY 1 5'-8" I_ 2'4I_1'-4" 1_\ 1 10'-0" \L \ M w �Q TIE BEAM (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC LO Cl) 0 N 0 o� 30'-0" 2'-10" 24'-4" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS SH 25 D AT 7'-3" HD AT 7'-3" _ EGRESS d EGRESS 4" 13'-0" -3I 3/4" '-3 3/4" Air 11'-8 1/2" 4" ;- m 00 f U) I C I LL m I00 I v BEDROOM #4 N I I N BEDROOM #3 12'-9" X 11'-11" v I I - N 10'-3" X 11'-8" 8'-0" CLG 0 8'-0" CLG lop' � N � oo 11 1 /2" 13'-0" 3'-8" 5'-7 1/2" 6'-1 " (V 2668 �' 2668 LO 2 TP c0 6'6�' BATH #2 o _ 8'-0" CLG `" W.I.C. Yn " WALL I u_ M - N 0 0 C0 o,e ego TB d N CO ; r— N BEDROOM #5 R& S W D HANSE 11'-7" X 9'-10" BOX ENT N 0 8'-0" CLG 2" DP (4) ��S w m Q wr22"x36" ��,', 0� = 6cP \Y 1ATTIC `vR' LAUNDRY ACCESS 0 Cl) LOFT — �� 10'-1" X 15'-5" N`_1' Oro _ 8'-0" CLG 00 = Q ;t inp 10'-3 1/2" T-8" 3'-4" 4'-8 1/2" T-4" _ N 36" LOW 1 BEDROOM #6 WALL A3 11'-4" X 11'-0" o11 `? U) 8'-0" CLG DRAIN11 N r Lu m N SHOWER DN _�-� m HEAD& ---- �ow _ N ,5 VALVE 1 ---- _ CO 16 4 2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW-\ eo OQ TOP AT 18'-0" LCl V-5 1/2"-, 13 7 1 /2" 1 1'-8" 4'-2 1/2,, T-11" 1 ---- 2�G 2'-1 3/8" 1 79 g M 6" WALL 7 ---- ti pU) ---- O. BATH 6---- $'-o" CLG O° 5 OWNERS SUITE 17'-0" X 13'-0" 4 T N 8'-0" CLG W.I.C. 3 --- `r 36" H. CONT Yn RAILING TP ih (2)2X6 HEADER06 _ SEE M/S6 - TYP. m m 2ND FLOOR SH 1/2 34 8" EXT WINDOWS HD AT 7'-3" FRAME WALL - 2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW SH 1/2 34 SH 25 SH 25 HD AT 7'-3" HD AT T-3" HID AT 7'-3" EGRESS 6-10" 6'-10" & 3'_2" 3'_2" 2'-8" 7'_4" 13'-8" 6'-4" 10'-0" CANTILEVER 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /4„ = 1'-0" N N 8" EXT FRAME WALL 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. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 0 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE JAI 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) AUG 2 3d h I - -- s _. r EdItlCii 1 dJY 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 30.0 -33.9 N O 00 0 0 Lo z O Y � w 0 z a% > o ° L C -O �? U M 4- - (� U O u a 2 M oo E c r m p O o o S t U p O a< 'N U Lli Q:;� N L 00 Ec) 2 7C)a w pw'w w w2,0 Q L.L -U �-ouoxoOoo-000z QXn 0O�OJj:n O LU�Lu 0O D Z U) (nZ F LL W - LULd QOU) ~WO J paQpQZQ 2LL pw 5 ow o D oQQ� Q Q LL O I- LL i O Z CN O� U) ti � M O Q w M � 2CY)�ti z < W I—Wa-M EL 00 - ZUFa w J CD 00 I f I i I I , O o0000 O O N N N N N N N 1� � M M � 000 O O O e- CV O N O I ' I z O ,^ V ! w > o .- 0 N o M O 'q O Yn i z W (� ¢z w O z -�--+ O W o z z woo Lo O or< Z a -a QLn ,--� = w LU a N w ono zoo W IL <F-D CV Q O zwo Z V �z LL Wz J 0V 00- W z A2 z ww z W 00 0 r LAST PLOT DATE N . April 25, 2022 Z 1 ST & 2ND FLOOR PLAN A 36 LOW RAILING ON OPPOSITE 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. — — — — \ — — — — — — — — — f ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS I I 1/2" DRYWALL NOSING 42" H. SLOPED 101, LOW WALL rn ti \ ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 2 SHALL HAVE WALLS, UNDER A3 STAIRS SURFACE AND ANY — — — SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 I I STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 t. loll Lcj" NOSING CD RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER--J STAIR DETAIL 1 /411 = 1'-0„ (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING \<\. d a a _ _ d STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1�D STRAP C SIDE) CENTE�� /Od NAILS AND (8) 1/4" X 2-1 4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W O z w W U) 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. f, AUG 2 4 20 li JJ N O A Lo N Lo 00 un L Q L uj cZ L :.: .. w 0 z Q nN > O� o co N ff'' V co 2 m L t M o Q nN` Wco E QN C V co V ^ N ui W CD W LLIC0 W Lu O �Q � C9 I xi �0 0 Q Q U LL00 )xxEmoouoO00z< Lu—zWAp a =0W O W Wo�OZQpwQoZ � �zQO LLJ �YLL Z o � Q �ZH ox LLQ o ¢ O ZW =l 1 ` z (M O Q � M � LL z < W F-�<M Z U W ,J O 00 O O O O O .�- 0 O O O O r N O N O i i ' z 0 CIO w O CD O Cl; Y, W > r N c M 4 6co zz uo- Q O zW -i--+ W w 0 0 Lo o o > 0 Z a � 2 � Q �--I L F- = W= Ln co F-�o N zo= . . Lu <�� N O Zwo �- �- Z 0-Zu- Z �z F � V J p m z z Z W W J co W O LAST PLOT DATE 04 O z O J STAIR DETAILS 0 N tn co 0 bo r o _� SIMPSON HTT4 FROM TRUSS TO BLOCK L SS 30'-0" GABLE TRUSSES ET K 3/4" (TYP ON I BAC ,BLOCK BEARING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /411 = 1'-011 0 M O , CJ1 CJ3 CJ5 30'-0" M U') 0 M U U U U U U I I I I I II II II I I II iiEJ7 II I� I II I it I II - II I I I II II II II II II I i A9G L_— L__ _J U= 1016# Lt P I A7 li l DROPP d FLAT TOPS OF I I HIPS FOR FRAMING A5 (GRRDE OTDROPPED) �--- -------------------------- �I II II ---- _------- ___� I I I I -------------------------� r---- ---� I I I I I i A3 BOTTOM CHORD CAN BE Li REMOVED IN FIELD OVER i r Al AHU IF NEEDED (SEE ENG) II II I II IL_____________JI II II Ir-----------r--- L----------«—sue A1A rt i i I ------------------ II II II II II II 1� II II IL--------- u I 1 II C-----_____--__________________ II >rt -------------------------JL- ------ II Q II II II II II II II II II II II II II II II II A2 jj II II I I r—------------� r---� 77 A4 II li II II II II II II II I� II ---------------------------------ij II I� — I II II A6 DROPPED FLAT TOPS OF HIPS FOR FRAMING rf I I A8 (GIRDER NOT DROPPED) I I I I 11 i U= 1329# A10G --_J L-- I HTU26 I r B1 2'-0" I I I I LU 241 B2 II I r— ---- _ ---- I J — 1 I II I I LU 241 I 63 II 'it 1 0EJ7 II II U 241 II U) I I I 64G I j r 1,_8" 4r-8" e. L S241 Q CJ3 M U U U I I U .L I N v c� S21 i Lu CJ1 n CGE 13'-8" 64" 10'-01, � 30'-0" !l\ ROOF FRAMING PLAN (ELEV A 1 /411 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O 22"x36" ATTIC ACCESS O STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS CJ1 CJ3 0 CJ5 v 0 r O N CJ5A O CJ3AF- CJ1A 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: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 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 51 12 HEEL= 4-1/16" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r-- 3/4" SUBFLOOR .., WALL HT. BASED �E `i� ON 9'-4" A.F.F. �I 1r-AW100 0y USG SHINGLE ROOF LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION /S8 0 CJ1 U V-0 5/16" 2'-0" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING (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 1) 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 HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI-81 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to SCSI-131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 14-D ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 50007 AND UPLIFTS OVER 1000# ARE SH01VN ON ENGINEERING. r LOAD DESCRIPTION INIT. NEW MODEL SLC JDATER/01 RA01 LC8 RDP REI01 REV LOAD FOR ACCTG HMT RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRAVERTONFIATRUSSES ® EXTERIOR wW ARZ 10/19/18 RF01 Rev hangers,dropFG'S114',rv'dcan@garage rdg 9/24/19 RGOt REVISEDLOADING ON FTG5 ARZ 12/17/1 L____ CARPENTER RS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT AAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/255I /A ALT DESC: OTC LOT BLOCK rDESIGNER PAGE SLC LDATE / 11/15 # SCALE I�T317638L 1 4 "=1' ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 3Q BV THE PEAK CONSULT BCSi,o 3G' SPen ar I ea tP P0" SPrea Bar 6a degroee less 1rz I ti3m1n I Ta One r ^ °pprax. Tj.ne 1 �e aPpox. 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. N N r u� i :i o co Q z LU O w 0 z Q ^` - 0 am 0- o W L - ' C*') M N `1 V) V -0 0D o U8 0 0�8 aQ Ua� ._.0 V) V W C, H E o LU Ur w W W� W J W i 0 X 0 Q Q �— U �— —_j WLLU0L_j0 <�oazW�ozM0,I—aQ 0v>—ZtE00mZj�} U O O O Z U) LLIWIYOLU _j CD a. Z YLU < LLI� Z Z LL w 0� d CL ¢OWO��-� �Uj 0 o oaz� < LLQ O �QU_ O 0 Zw OI­_ 0 M O z Q w CO � a- (/) U� 2(/) z < W < Lq W CL 00 ZU f�- LU W �� ' I I r I I I I I I I r I I O N O N O N r N N N O N C)O N N O N O N N r- O r r\ M ` M N r O o 0 o NO NO r I I I ' z O W w > O r Oj (V CD M C) C) I i ti V/ �t 16— zz W C)Qw W EDz00 - _a O U ED UUU Lo -0 :)z5; ow- 0 Z W_aa w Q L F- N zo= . a�� N O ZWO Q Z U gwLL LL Z Dz F- 0U 0 W Z z z LU W J tl- (/�0 O T_ LAST PLOT DATE N . . April 25, 2022 Z }+ O J FRAMING PLANS A :z N Co Co 2 LBS. EPS FOAM 1 1/2" BRACKET DETAIL 5 1 C —1- =N 2 LBS. EPS q FOAM 04 6 BRA C� DETAIL 2 LBS. EPS FOAM 'v l 0 CV 0.4" 4" 4" 4" of 0101 1, 1'-4" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 8 ; I I , L-1„ ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED � ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 9 �FFIT D� ETAI IL 3/4 — 1 -0 2�c 7"XV THICK SMOOTH "I "I STUCCO BAND 4"X1" THICK SMOOTH 411 STUCCO BAND a� n� 12" X 1 1/4" THICK SMOOTH STUCCO BAND M 1 8„ 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 1. 4" SMOOTH STUCCO FINISH a -8" SMOOTH STUCCO OVER CMU 14 " 2' 2" O 5/8" SMOOTH STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" V-0" 2"X2" THICK PAINTED RAISED TRIM BAND N 6"X1" THICK PAINTED zo RAISED TRIM BAND 5/8" STUCCO OVER c� CMU iN Co ELEV AT 0'-0" FIRST FLOOR FF ASSUM D " THICK ITED RAISED 7 BAND A5 A5 0' - I I i I I I DRIP "V" SCREED, I z_ (- BAND TTOM OF I I z LD I N = 5 I A5 1'-4" 5'-6" o MID -WALL WEEP SCREED, TYP. 7/8" STUCCO OVER FRAME A/C UNIT AND PAD _ NI _ C FRONT ELEVATION A 1 /4if = 1'-011 SHINC ROOF REAR ELEVATION A 1 /V11 — 1'-011 SHING ROOF ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" -MID-WALL T.O.M. WEEP SCREED TYP. -5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF 4' OFF RIDGE VENT SHINGLE ROOF 7 A5 12 15 10 A ■■■■ ■■■■ MEMO • 12 15 ITI fim$ELEV AT 18'-0" T.O.P. CASING BEAD W/C.J.ih .J. Z J =C.J. ELEV AT 10'-0" PAINTED WEEPS 12 7/8 STUCCO r` 2 O DED TRIM OLVAESHING 4� OVER o = 2ND FLOOR FF FRAME _7 — - _ - _ _ - - - - - N - - - 12 ELEV AT 8'-8" 1 T.O.M. MID -WALL f�-5/8" 2'_0" C UNIT WEEP AND PAD SCREED oo STUCCO io TYP m ON CMU _ _ _ ELEV AT 0'-0" _ _ _ _ _ _ _ _ 1ST FLOOR FF RIGHT ELEVATION A 2'-0' 1 /8" = 1'-0" LEFT ELEVATION A 1 /V11 — 1'-011 FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. SHINGLE ROOF I I I I I I 11 I I A5 - _ - ELEV AT 0'-0" 1 ST FLOOR FF - - ELEV AT 18'-0" T.O.P. ELEV AT 104" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PE (METER OF THE OPENINGINCLUDING CORNERSDO NOT REQUIRE ADDITIONAL FLASHING; , JAMB FLASHIN, G 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) Y 24 16'-4" 6'-0" 9'-8" Edit;G o w a 0 1'-0" U) GENERAL NOTES: _ o — — — — — — N — * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF a SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. O� cn 6 ROOF CRITERIA - 12" OVERHANG U.N.O. 4' OFF RIDGE - PLUMB CUT FASCIA VENT - ROOF PITCH PER ELEVATION C� - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LU Lu LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE 0 0 INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 S Ow pw SLOPE 5:12 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ > 5:12 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. W THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE Lu O AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE _j 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 W VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, a l WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY O EAVE OR CORNICE VENTS. �II►�_' W CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. LoSLOPE p J t2 (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) ' RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. 5:12 _ cn * 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 SLOPE APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION 5:12 "' LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE SQ. IN. OF NET FREE AREA / FT. FOR TILE A PFJ�N36 NOTE: '-O" EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N O N i N • v coo ! r x Z Lu w z Q to-E i/��J' i co O N N V -Q m M C: ` = M 0 2S o 0 �• O g Q Z U 'V) �� a < V W a: E L Q co a 'a wH¢ w �W W J W 2 O0 O �.O�of cn, zo L Q UdzE,0zm0J U0Z 0 RooM-p I- C, w wOzOw w¢�OZn a <nww z_jW< LIU Q LL -L uj ~ z OOQ oQ¢�¢ C2 O= U- t 0 Z W O1.- �U)o 0�(MO Q Lo 2 u) W 1-- W I- co W 0- 0�0 Z U z W W J O O It 00 I I I I I ! I I I O O O N N NNNQ N N r- , M 0 0 0 0 O � N o N o ! I ' z O '^ V/ W > o a- 0 N 0 0 0 co W vJ Qz CDw - O W 000 UU �5 Lo -0 O -0 Q Z I•-- a -a a Ltd = w = (7 m w [V O Zo= a- mgm OU � Q z gWLL az`L U)z J pC� _o W z Z Z w W J � co N LAST PLOT DATE O • April 25, 2022 Z O EXTERIOR J ELEVATIONS & ROOF PLAN A I Ill I I f I 1 11 __ _ ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4ll = 1 1 -0" 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 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. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to rooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM AUG 2 4 2022 viATUA L for ccri � .r-,: Edition oy DEC NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH-,,— SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET ai TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 0 STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER -E�- SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER ,08 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -il} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 - UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP - D-36 - DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F;:24:;9 24" VANITY LIGHTING 5FvF36:7mR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION ,NiZI ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER THERMOSTAT OB SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. <r ^l , E UU W >1 L `0 cl 0 co v 6 (n In 2 V -0-0 45,M M .O 2 8 _� O "g 9 Q .N ^` w Q� V N C EM W 7C) 6.00 � •� a ^ � ;-0(1) LU W U� W 0w vi WoF- LU F-Q lY _j 0 g za f z 0 w���0x LU00 QI— O0 OZO0Q awyOZOR0mZ J _HJ< Ucy OOE cy Z Cl)Z LU W �M LU CL O aow0�~ ) 2Y2_5M oQ o o¢za Q < LL 0 LL O Z W O� Z ti M z �_7 O Q W M � W w ILLti z < W Lq F--- W 0- cM �a'2 o Z V ~ w W J O A co i I I i i N N N N N O N O N O N O N O N N O O Co O z O ,^ Y , W � e- 0 0 N 0 M 0 4to 6 i z W (� z w C)Qz co 0) -1—+ O W U � O _O UU� owo �zLo Z ~ w-Q_ � WWI 0�o IN zo= . . W <�� N 0 zwo Z dZIILL �z OU o � m z z W ww C1 0 LAST PLOT DATE N O April 25, 2022 z O 1 ST FLOOR ELECTRICAL PLAN V 6'-5" I 5, BEDROOM #4 BEDROOM #5 o BEDROOM #6 I � / 6'-7" OWNERS BEDROOM v in 5'-11 " CS 1EDROOM #3 CV V CO 2. 1 7„ BATH ROOM i #2 j �O GFI i A h i AHU /\ GFI GFI M CS .�. 3'-9" L _ J GFIA LAUNDRY 4 \ LIGHT AND SWITCH IN TT IC S "o _ N W.I.C.- Lo F LOFT 1._7„ u csii�rr� GF OWNERS BATHROOM TO 1ST rFi 1lFLR ELEC SECOND FLOOR ELECTRICAL PLAN (ELEVATIONS A & B' 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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 AMF RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. AUG 2 4 2D22 JIPT b l ar ft; r )0 Edifio; ti 1J ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH 0 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S r SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR Er 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 -69-- SWITCH AT 36" e 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: o 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 8� 50W PAR20 NFL 4" MINI ROUND RECESS oo 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR os1j SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:R 24" VANITY LIGHTING gFuF 36 -F� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND ti 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER E3 CHIMES (DELETE W/ INTERCOM) MASTER STATION Iffi&:1 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER (Z THERMOSTAT 011 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. E W L 10 `q o ma �(y) C14. CN V -O v M ` = o 2 O g u < .N V w Q� 0 ` � E M 070 Cc) NN'W D u i cn Lij�Q -1 Lu W� ezW LJ� Q �- U a�X J(o��0(�LLOC2 ocnwwozoEEoomllav Z �Oa�ZYOZZ�pW0Wd LL aow Ow o �Yi3 < o�QW LLL. Q O LL O z N OW z F.:M O Q M � LL W F- W IZ (M Z U w W J0 (o co I I I ! I I o0000 N N N N N N I� r M M O N N I I z O Wo r 0 N 0 M 0 0 In i qq 00 cr '^ zZ v, Q z w O W "loo O U VUv5 Lo � �zj two z W-a Q F-- w Q Lri = m=w L ~~o N zo= W <� D N Q O r z U gxo Wx CLz LL Q F� 0U 0 f- m z Z 01 z J W M W 0 0 LAST PLOT DATE N . April 25, 2022 z O 2ND FLOOR ELECTRICAL PLAN 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 NU LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CCNTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS : 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2. 4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. T HALL BE ASTM A615 / A615M-12 MIN. GRADE 60 f = 60 Ksi REINFORCING STEEL S y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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-1-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 FCLLOWS : 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1 -0" of the building side wall. 4. FBC-R R318.7- 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 dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete oyerpoulr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and 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) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. At1G 2 lk 2021 Y � 1 7i JIR7lr for ccn ip r L 0 Edition Oy Del N N N ._a i LO V W �. O W p Z Q n'(D L 0 E /11 ` 0 M O i VJ ' r) M v Gi a (N V M C A� c �c o C Y/ O U o LL g Q t �d� � N U LU 0- u, MO E M W � a-0 Ur LL) L Uj W O~ W� W � W20O 0a<<WY00 0�2 Q F0U)X U �O OJu_ Zti-Z20 �O2 ZZzm Lu `r,_Q OZIL QW W WX QO 0 WpdQZZQ J<aWQ- LL OW �I-� iYZ o sQQLL Q Q oQ 0 iR O Z W O F.. (-/) 5 ti CM O F. Q(/.4MLO � LL ti LQ � a- M T- QUaoo Z Z LU w O J O d' 00 I I i I I NCD N CD N N 0 N 0 N 0 N 0 N N r` •- M M 00 0 0 O N o ! I Z O L/ W CV M Z ¢Z W O W Z LU zz M +-� O U O O UU5 Lo O pOWp Z a�a W 1..1 / W ~ F- 1- L / (� 1.-2 N O Z o7- ■ ■ LLI Q�-p N QO ZCYo Z U 01ZLL Q �Z H � �L. � pU ow W Z SNO Z Z Z J LLI 00 N LAST PLOT DATE O Z O STRUCTURAL -- DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A-TACHMENT. METAL LATH— - WALL SHEATH':NG II I 1 1 -24 I `; ( j I =, 16GA 1-1 2„ LONG (3/4%1" CROWN) �J�JiK STAPLES (c: 6"O,C. VERT BETWEEN I I I 16Gr:x:1-12" LONG E3:4"-1" STUDS (NC'TED THUS: —i - OF'=SET I I V I I GRO°hfN) STAPLES a 6" STAPLES BETVvEEN S T LIDS AS S-1OWN __ _ �_z.�__�.--.v — .�.. J O C. VERT INTO STUDS v T I.NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3 4" = 1'-0' GETAiL EXCEEDS THE REOUIREMENTS FOR FBCP 703.7.'If LATH' `*ONLY APPLIES TO LENNAR TPA,, AXE 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 6-0" STUB -OUT FOR ' GAS METER O — O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS „ " " 2 X 8 16 „ 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. 1914" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9_ + + + + + + + + + + + + + + + + + + + + + + + + + + +ia+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + +4' (TYP.) 4'-0" ++ + + 4'-0" ++ + ++ + + + + ++ + + + + + + +++ ++ + + + + + + + + ++ + + + + +++ + + + + + + + + ++ o + + ++ + + + + + + + + + + ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ J 15/32" CDX I 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 & + .C. INTERM + + + + 0! 11 C N@CH NOMINAL SHANK D AMETERGABLE END WALL OR GABLETRUSS �d 3NNCH NOM NAIL SG SHANK NALS H NKO ODIAMETER EDIATE RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM W w Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM C FOUNDATION TO HIGHEST -----I BOND BEAM II II BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" a m x. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsm uthce of uis. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh imn Wl incide N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1;or=20 1/16 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o-r.. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over =4 blocking and wall or beam below.* Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Old nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) --ram iD ❑ (D 4 6tt A 1)/2" ROUND HOLE MAY 6"' 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 1' 0" 1'-1" V-2" 1' 2" 1' 3" t 3" V-7" V-11" 2'-4" 2' 9" 3'-2" 3'-7" 12 V-0" 1' 1" V-2" 1' 2" 1' 3" 1' 9" 2-4" 2'-11" 3 7" 4' 2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3%10" 11'-9" 5' 7" 6'-4" 7'-2" 20 V-0" 1' 1" 1"-2" V-2" 2' 0" 3'-0" 4,-0" 4'-10" 1 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0'" V-1 " 1,-2" V-3"' 2'-5" 3'-7" 4'-9"' 5'-10" 7'-2" 8`-4" 9' &" 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. %" 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 1Y2" 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 BearingLocation Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s® BC16500S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT 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 SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. 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. install tight to,top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requiremer's 0.6 X Joist (D 1�z p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION - TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a le. .1 I °. a: a 1=11=III I I I I , —III III-III-III-1I ITT III-IIIR. FINISH GRADE —III- SLEEVE THRU STEM-/ e SEE PLAN FOR---'°• a . •A. • ° ^ FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN ,—;III; III„' NU UNAJt 4" t'VU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L_. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION -PLUMBING LINE i I ----------------------- z ° SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE G 11 ° -- --� . .d --.— °/ °a G ° —I I 1=T //. �� rr 'I ��—a-----'1— Q SEE FND. PLN. SIZE & REINF. AUG 2 4 2622 ,IRTUAL Mlt- r for con IN Edition Dy DL-0 �-, <..a.. N CVO N 04 .. 00 Lu w Of 0 Z Q t^o) a) L n E W L `�M U � co N N m V) V 0 d M E t O A' a W Z) 0 B o ��� 1< L) .N uJ L p , 7W 0 V a �a LL �W viW0 ~ g~W F-__1 WU-zF W �0 WW 0¢�m-X_0�XU00,l- V �OJLLzz-200 OOzo0Omzz C)Q 0 1 LIJ _of 0Z WW0W_ d W W W �' Q J~0O�ow�pQU) < Q <LL u- 0 A O Z 04 OW j�o �U)M� J � U) 2Lti tt') H 01 ia- M ry 0- Z C)W Z�: Lli o J O CD qq- M W 1 i I 1 1 I 1 1 o N ooao o; N o N �- N N Co 0 0 o I I 1 z O 0 ' ^ co > N cM V I I co } H zZ _ C)QW W z 000 +� O V 0 CO -� � O �Zj :Dz5; ow- O0 .0 Z a�a� Ln W r co Ln cV Ono ■ ■ N W Q O Qo? ZWO azu_ � z Z �z �� U 0 0. < a. co z SN1 z z W W00 J 1`_ N LAST PLOT DATE z 0 STRUCTURAL -- DETAILS — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 811x8"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 I'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 (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER cn 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;n MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE .f qT cV00 r) _=1 11=1 11-1 I_- D60 6 MIL VAPOR BARRIER 11 II ,' p ,� a El I I � I p • III= COMP. SOIL. 1 II (COMPACTED TO 95% =1 I I I =1 I I=1 1 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I 1=1 I I —I I III 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS Ti Viiii (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS q. z -,;1, g SEE A/S3 OR J/S6--iL-1 I I I i III 1 1 Ii . FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 �) ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D -III-III-III-I m a D I-1I1=1I1=ll I p 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 101(R302.11) 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH ° D I I -I 11=111=1 I= II III -III -III-' r 8" 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. V-0" A.F.F. c� a . a . ° e ° d ELEV. -0'-3 1/2" ° OL ° ... 4 " .' ° c a a e. ..' a 4 A.F.F. o e ° . A 2x4 CONT. ° 11 CN i' I ; GARAGE DEPTH VARIES ° ° .d. .a 4 . ° d A .. 4. . 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 N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/$"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS w/ (10) 10d NAILS _ SPACED EVENLY �,P `� 2x P.T. PLATE ASSUMED FINISHED i i 1 11GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 FOR CLARITY °I>I=1 I I-1 11=1 11=1 11=1 11=I ° 1 D __ III -III -III -III -III -III z p p ° I -III -III -III -III -III -I I � NOTE: a D III -III -III -III -I 1=1 1= N *FOR BEARING WALL III 1 11 I I1 II I I� W/ UPLIFT ONLY _ _ _ _ — _ I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 I I-111- -III, I I II II I ITI I II I II I II I II I II 1111 I II IJ1TI I II I ILI I II I II I II I II i 11 11-'' lil 111 III I1 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 3 1/2" WWF OR FIBERMESH min.) 4 GRADE °° I -11 EEI-=I I I= -I= - - .° 11-1 1 1 1 I —I I —I = i = — -0) #5 REBAR w/ OPT. ' I=1 I I —III —I 11= 11= 11=1 11= 11=SCREEN ENCLOSURE 411��� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS <V ' M a: �T=11= a I I I_ r I�:IIIITIII IIIIIII� III n.. 1-1II' SEE A/S3 OR J/S6 � -I I I I I II 1i111 I I, IIII= FOR REINF. INFO. 3" MIN. CLEARANCE Viiii (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c_ E ° 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (Ti (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 31/2" MIN. 1 I u=1 I I-r I'3 1/2"(min.)- 4" 31/2"(min. - 4" I � E I 00 ° �1- -I I I -I I -III• -111 �I1_I T=1TI-III- �► I-1 f� I �' (2) #5 CONT. _I ITI�I I— I I I I I IT11 1 1 1�= 4" 11 411 U.N.O. MIN. TYPICAL BEARING WALL na STEP an SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 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. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 10'-1 (R302.1 1) SULATION PER CHART ON FLOOR PLAN MPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -� '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.)47-- EXCEEDING 1U-0" (R302.11) (ALT:NOT 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. D ° . . D d °D. I —,�—III—'31/2"(min.)-4" 00 — — I �— 3 1/2"(min.) - a" =1 -1 I III -_I I -III=1 1 1Ti =III iJ 11 - 1U=1 11-` 11=1TI I I I_11 I I' (2) #5 CONT. T 14 ;1 II=1 If I- 11- lilt -g 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 L� LAYERS W/ TOTAL THICKNESS 7/8" OVER I{ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi - - D ° Dp FINISH GRADE °O M 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy= 60ksi] -III=1 -III 6 MIL VAPOR BARRIER -III III p D -' I=) I I I ° ' III -III -III -III-. #5 REINFORCING BAR ' I i IH I=III=1I1=I11: T Z #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I I 95% MODIFIED PROCTOR ASTM 1— I I=I I=1 1=I (=III=I HITI=D1557) III „III-_III_„III_„III,,,III_„III- 4" 11i11 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0101, e Q < A ° a 4.. d. !` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) �- M 1 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAN INTERIOR CONCRETE m 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-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 E� 6x6W1.4xW1.4 N ' WWF OR FIBERMESH cl) K S3 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 T a =III=I 11=1 I I m' 6 p g I -I � I -III -I I I W lilt 11= n -ITI-III I i I -I ° 10.1 l #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE_""i REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z0 ATTACHED PER NAILING Lu SCHEDULE w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/41 TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L — SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS T FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./ COMMUNITY SPECS ```�i``�i``�i``�i � I �%i"% ;``ice`` . . • (2) #5 CONT.=1 ON 3" CHAIRS 8" 1 -4— (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'.0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, ° p D I -III -III -III= I I f III —III —III—' r 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0° S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 0131 a ° r N I1-1Ii II1-1II,;II11 i I 4, - I SEE A/S3/J/S6 -I 1 „I 1-�� I, FOR REINF. INFO. 1' OPTION #1 SEE Ti WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ., EXTEND FILL CELLS a TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. f ' M 00 GRADE 4. - w o ;III —III ( 1Tf— a °. 1_TI—i I —I I i w I I 1=­I I I -- FOOTING J U I -1 I-III=III=III I 1 -III—�—� I .. I fT BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 41ATUAL 7F .a ,, AUEi 2 It for Edit? _,00 N S 04 L0 w w 0 z Q A� LO > 0� o W 6-L �0 u M N nco 0 (n V m d M '- M 2 0 u 8 0 �S m U Q Ij _° < •l/V�'`i7 u W v, Cam{ w/ L � E M 71 C) ^ a n Lu W C7UJ W ~ J x Q O Z x ���JQO��QWUO2JO Q Q U j C)gzu-u _zi00~QQ ounx�o_Zowo_omzz U � U) 0 0 Z d U) W WLjj N 1Y Q J U' d 0 Z Y 0 9 w z 0 w J u 0 a QOW, �u, �Yi3 o 0< oQ 0 < h W O O Z LLB O� > (n O D�cy) � J U-) u 'ti^ Y f- cM co Z U Z W w� J O Mj co ' I I I I ! I I I o o000 0 o r N M CcoD 0 o O r N o I ' l 1 I z O CDW o CD O CDI I I L/ r N M 41 i zz W VJ zw O o " 0oo �0� LO O �z5; ow0 z awa 0m�� LU Ln N O ZOM o ■ ■ Ld /> � N QO zoo Z (� 0-ZW �z pU 0- _0 W z Z Lq Uj co N LAST PLOT DATE O ■ ■ Z 0 STRUCTURAL DETAILS - MONO 1 I I 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN N (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sl� 12 \��YP) SEE ELEV. 1 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C 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/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN —OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / alla . • 1 • • • .• .- •' '' _ , . •- • �7 ■■ mil:! ::!lam III■■ ■■III Milli IIII� MIEN lii■'■ �I!!I 111100 ■III lii■■ Milli 11lI� ■■I�� Illy■ Milli IIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. \___I;I00F TRUSS 3J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..:: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING Bi BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE ❑ STEELAND GROUT ❑ ❑ STEEL AND GROUT F LL 8 8 16 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ U x x SIMPSON SP2 w/ (12) 10d rl WALL NAILS AT EACH STUDCt DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHIN61 ILG FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL ❑ ❑ ❑ 0/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. FIT(2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) wl MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. SL� 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a e THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS a a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 48. SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET SFF ��l'L 2x CRIPPLES @ — ' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) vvvn i nwr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. DO SIMPSON HTT4 TYP. OA �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 • w ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LBSSIMJ'+ SIMPSON SP4 SP PSON C C P.T. ATE INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 — SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 —\ LINTEL SP4 G C d ... as4. 2X8 P.T. BOTTOM PLATE D 5/8 x10" "J" BOLTS @ 24„ O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U =r z a 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE AlS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE a a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (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 ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 \ ' AUG 2 4 2022 , for Edition oy N N O N co LO ;5 5 z 0 w 0 z � E 0 ; o iN 4! V gyp_ ���a N cn L ch 2 0 E 0 01 < U -2 .0 f' W Q' v, L 0 r2 Oco � a a (i LLI (7 W ALL ui WOE � ~ �4~zo Lu Q z x=0, 0a�atLU0020 �O Q Q H ~ O Z' LL Z O F Q Q U)WawNwwW���¢D Z co OO J�QpWQ�z_WZOw0pa �� W �F—� �Y620 Q OQ o 0 oQz �QU- O Zw O1 S2 ::) ti 0 1- � O L.L 111*1_1 Ln Z V L1J O d' CID I I I I ' I I o 0 0 0 0 N 0 CN N M M 0�0 o O) o O N o I I ' I I ' z O w o 0 0 o I I I L/ Lu N M 4 Z Qw Z O+ -� M O Ll.l 0 z0 0 U U U 0z5; Owo —0 Z a�a f—-Q X Ln 0 �w In � fV ZOO W M a0� ■ ■ N QO 2§g zxo z U aZE LL � Q z .3 OU _p W Of z z z z w UJ J N LAST PLOT DATE Z STRUCTURAL j DETAILS SIMPSON HGAMI( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 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 1-7 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR '2)102x8 d TOE NAILS @ EA. .• BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. L��Txx I THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD I INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. — THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" rT� GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR " X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING `V NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES 80 oo 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF ti EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 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 FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S'J 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 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 1 O/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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"OIC IF >9" SEE 1O/S6 I -WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1l4"x2 3/4" PLAN FOR TITEN TO CMU 04CSEE CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 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 BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP, WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w CL BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING y 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w 0 v o NT Io Luz m o 0 v o 0 0 w — — — — — — — — Q o ----w Q w 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 SCALE:NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION A 2 4 ZI522 1 JIATUAL r N N N � Lo O v 00 Lo Lo d 0 \? w 0 z d /N, (D LO ^ 0 u 0 MN d N V �� d M � t o �� 0 2 o 0)i �� U •N V w Q� W L � EM a� H W U' W ow wpF- I— Q � _j [if z c z W�- Q Q �'- j�G�w0u.002 J0 <a0¢ ZLLLL02�0,I-aQ 0 Z 0www°z°w°�mz� cn a cnww c ¢D 00Q LL Q~wp H�zujz 00Q 0 O 0QagQa 4 0 Z w 0� U) ti M O Q w M U- cn it Lf7 I0 cM a r ¢UQ00 Z Z w wo �o J c , I I I ! , I o N N N N 0 N N N f.- 00 O D7 O O N O I z 0 w � Cl '4 I i ♦^ ZZ vJ dZ w O -Fa O w oO_O U U (o L 0 =)zj CI 0rC Z awaL Q Lr)2 w=Q Lr) 0 F-�2 N 0 zo= w >- IZ aF-Z) . . N 0 2 zoo Q z 0 gZLL w z � OU O m z Sz d z uj ujoo N T_ 0 LAST PLOT DATE Z 0 STRUCTURAL j DETAILS I I l 1 II Illy !'I I _ I — — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSL 15/32" CDX PLYWOOD OR 7/16" BAF E BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING ,2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT, PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d i w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w L/i= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �P\ER PLAN 0 OR FELT PAPER FOR MOISTURE °:" . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 112" GYP WB INSTALLATION PER CHART ON FLOOR PLAN J� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL v c CV co 6x6 W1.4xW1.4 WWF OR FIBEf 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY d a ° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W,'GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) LL 0 4"x4" INSPECTION PORT AT IX EACH FILL CELL TYPICAL a a AT GARAGE CONTRACTOR Lo N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE d e nd FINISH GRADE00 o : ° 00 _—_—_—_ n ° III — I - III—III=111- CD — -I 1 11 1 I I I �-III-� I -III -I I I I.,, STD. 90'HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTIONri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL "SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st 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 1 ST 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 TEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/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) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1""' ^ 2"x BOT. PLATE (2) 10d @ 6" O.0 PRE-ENGINEE FLOOR TRUSS 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 FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 112" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PITS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11�1=1�1= I_I lill I llil= Itlllllll1111111i11I11i11111i1111— (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w w 0 U) 15132" OSB EXPOSUREI SHEATHING Fx x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF uj NOT FULL HEIGHT SHEET C Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X aU C x 6:w x E 2x STUDS w BEYOND. SEE PLAN o O I " -2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM XAJAi I 1-1 rIiA-ri^kl r lAllrIAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" v2° t7r � S 112" 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 VEFi71CAL BLOCKING SECTION X-X SFFp ��w �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) ?b WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Ye"• r Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u- © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. x -OOcn z 0 w coLL © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 11 MEMBER IF GABLE END LL ED LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" 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 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E d' .A n: .°. . N _ —III—I -�— I —III II d a• -1III a. III,�IIII d-a e. (3) # 5 REBAR ON 3" CHAIR 4" I I I 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) 1 (1) LSTA30 9'-16' 1 (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 —I 00 �IIIII I 91z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 Vt 1 tcr I :h Editi(1 i '07 N 2 N N y co �7 it Q' 0. ) w O w Z Q ^' n' E 0 W 6,M V) V -000 � `o u S g0 u-g Do Q U AIC to u Lu d 0 I` COO EM m 13 -0 W uj U'LU oLU w vi wpH �� ix , wQ~zw LU W�-J�O�IxU)LLUO0JO Q Q V f— j000 zl1 L�-0zm0 .- Q O OLLJ pcn�90_z0tt0t-_wOmZz U (nwa�zw ww(n(rll'Q=O w� Z QOwOzmw25 <L O 0x C 0 of Q 0 Il Il O O Z W OI­_ (n O O�MMO J U? It cn z < ui < Ln I— 0� a- CM 00 zv� ujz� W � J O J d' 00 I � I I I I I I 1 ( I O a000 O O CV M M ;73 C) D CA O N z O x w o 0 0 '^ N co I I 00 >_ U) Q Z w O Z 0) O W C) 13O O UV� 0 Lu 0 Z a�a Ww Lu m~Ln N 0=)O zo= W 0- Qom= ■ ■ N 0 2§g zlxo r Q Z U gZOf aZ ■ J OU 0 Z S6 Q Z w WM J 1- W o "I— LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL 1f DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 3-1/4" LONG X 3/16"Qj 1x4 P.T. FURRING 3116"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"TAPCONS FURRING INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO x.. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFERAPPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CON2x8 *qvR P.T. wl (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. &END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w.. 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 CC SCALE: N.T.S. SS 1/4" MAXir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---_ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 7/16" OSB ARCH PANEL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) L INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. EQUAL EQUAL _ BTWN. OSB ARCH FACES W/ (4) 10d NAILS THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX, $ FILL SOLID BOTH CELLS__�d #5 REB, (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS iN SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS h 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 #) 4ry,i r. 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 i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. Al THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F. F. a' p D D I-III-III-III=III=III; D p 1=III=1 1=j I D D IIMI1=1II _ —I I I —I 11= D ° III —III —I' 1TI=11 1 GRADE D. D . D IIII 1I- M p z_ N ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IAIA(`(`CDTAL21 C IAICTAI I TInKI FILLED CELL INSTALLATION rW� SCALE: N.T.S. SEE ARCH PLAN AND PRF rd\1 I F ,ICON SEC NC:J_ E EEs (%'i :'x SIJB €=ASC:IA ALUM DRIP EDGE ALUMFAl�iO[A I t F`Lp,P°d, I 1-14" TRIM PAINTED I SS NAIL w 5+1(" HEAD F : HANNFI._ -4--_ �`ENEG PER I cDIA fn 21 O G T ! : E 2 FEL". \": 1 - I .Ch1T VENTEDOR SOLID SOFFIT r c NT Lx 1 NAILED T(D -.. ix BLOCKING NAILED Ti 0 Y >F' �RD FVFRY O HFf R0,5; S .0 BUILD_ 7C) ERIT­v�'PROVID_ 30E-171r,14TERIAL SPAN C:APACITIES EASED I ;_aN 1;-E D1=:;1!aN PRE_-FUH (X)f-.=tf-'uNENIS AND OL.ALWING s-STECa IN THE DESj,- N i RITErJA C=N SHEET SIN Fr N+; � F ? TTA�,t ',1F11T AT'.'ti`AlI IPFR At PHA Al IPA INC Ft 16Fa4 R5 FI PR7.0 A%PPF:c ,' 6 c, f s I+.ANNEL A:TENED T,,_, C € I_� " ` 1- _ �," p ,1 w`�a N,A,IL C� ^�' �lA �� t � cam. R, �`r<� 1G1Ird, ErBEC�ra1E.�T I Ira CA LEA,P%24'k"1YAX,0C,INDIANIC44v -ATTEFN fit_€B FAS utA w16 GA. 3 4 x ^.: 4 _'RG.^y N S 1: FL r?) EACH GR001/E I STRUCTURAL SOFFIT SF0SCALE- 3,4' 1'-01' /", FLOR ALUNNNUNI SOFFITS WITH SPANS IMF`. PQ_t r:'' 11121 1'-4", iN TAIL 1AIDSPAN BLOCKING PER THE SOFFIT FL PA INS17ALLATION CRITERIA ,.REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.` 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. OI`FRygN TO TRUSS TOP CHORD + + (FNOrH PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP d a EACH TRUSS CONNECTOR SEE LINTEL SCHED. SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: 3/4 CCC CUGGT Il) AKlll z 0 w 0 w LL F— U U) 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A N ' . •a OVERHAN et e. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 51-011 NISH F ° ° D #5 BAR p. 10" ° D ° a CENTERED W/ D . D.;° .•°D s H IN TOP o _ D KNOCKOUT/ N F, , ... CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN I — '• ° D o a AND SECTION DETAILS -I CLEAN FILL -I ° D a . `? DIRT z °.' ° 90 HOOK STANDARD o P N #5 BAR IN FILLED CELL- -o STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION j SCALE: N.T.S. l� AUG 2 4 292 V I A T U A L .1 for ccrn :h r Edition oy Dec, - N O CN s,. L0 <,. O Q j Z ULI o w 0 z Q E 0 ; 0 M N 5 Ln V -0-c- d M /. E c� (V O E o O LL Q u�� ._Z V) 11 Lu U N C E 7a� 1` o 0 ^ a 0 Dui vi w0H LU w _j w2�_0 Q Q V I— `LOOJU)Oti�Zi�DOQO :D Z � o o ►- Orn(rgOZ0Df00caZZ 0 O Z _,Oa�zYOZ_ZLLOWOH O 0❑ a. Q 0 w F~ � w z g Q ow o o¢Z Q LLQ O < 0 Zw O� 0 F.:0 O Q U) M � U) I ti z < Lu < lq i— of Z 0 Lu W JQ co 1 Y Y s � I Y I Y 1 o 0 0 0 o f 0 Cl O O r O i i i ' z O LU O O O O i I z W (� Z Qz w 0 Lu zz 0)O U U U Lo 0 mz5; Owo Z 0�_Q (L n- �� F— X _ Q ') Lu 00 ~ w Ll F- N Zo= Lu Q�0 . . N p Zoo Z U LL gZLL a mz U J 00 CL W Z Q z z w W 00 J W o LAST PLOT DATE CN O ■ ■ Z 0 STRUCTURAL DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6's 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) "x4 FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONEDx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUEOT TOUCH STRINGERS STRINGER CONTACT BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS ED AND NAILED TO STRINGER E YWALL SPACING H SECTION VIEW SCALE:' STRINGER CONTACT\ SIMPSON P LSC EACH STRINGER DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL F PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP i BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0'. -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS W 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Ll GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1i2" NAILS) -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 ATTACH ALL COMPONENTS OF STAIR TO CO NC. W/J" X 2 a' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:' = 1'-0" -3/4 P LY\N ON DECF< --2x8 SYF AND NF FRAMIt 2x4 DRAF' STOP 2x4 BLOCI, 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER--//�T\ 1 rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR El (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" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /-M M UUINO I MUl.o 11UIN Ur. I /AI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2) PSON M 10dx1 u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" AUG 2 4 7_? IRTtIAL 7 -i Editiu. , oj I :-_,Ij0 E N N L0 04 7yy,}gg Lo 0 Lo aay �Ji. Y Q fr ui £=.. Q W tY Z Q E `0 ; o m 7 cL) (7 4— N - 01 co A� E 'C L V/ j 0 2 o �- 0m:8 °Q Up° Uj w Q � cn V V ^ a a W Dui vi W0UJ ~ �Q �Qq�z� Of 0 Q Q W U Irm-�a03rx L000-10 f O - Z o<Z�LLOZ���HQQ cyw w w o Z o x o o m Z cn w a W Un LLI Lli of < Z U U) Q~WpIIYQ-�zwz6 0pQ LL 00w 0 O �Qc �Q� O O zw O� > (n O 0�M1l.- Lo J cn Lo F- w a vi 0- QUa00 Z ujz� W 0 J 0 mi CD co [ I I N N N N N N N N CV a i I I z o IY 0 0 0 0 I co♦ ZZ V) QZ W O w 0 +� O oo U U 70 Lo :DZj �� 0w< z ww a- Ln uJuj 2~ ►m-I_2 N OO Z� w� � Q . N Q O ZOO z U �Z� �Z OU o � �m z ST Q Z Z W Lu M 0 � W N LAST PLOT DATE O Z0 .. O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FRCM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS CAiT-C 94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8 OB 8F12 OB 8Fi6-0B 8F20-0B 8F24-0B 8F28-0B 8F32 OB 89-2 8F12.1B 8F16-1B 8F20.1B 8F24-1B 8F28-1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 1 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 1 2661 3898 1 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1 1366 1846 1 2423 3127 1 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 1 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1 1697 2127 1 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 1 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 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 41CAST-4499" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10.OB 8RF14.OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-0B 8RF6.1B 8RF10-1B 8RF14-1B 8RF18.16 8RF22.1B 8RF26-1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST ;qgq 1596 3063 2992 3968 4946 5924 6904 1756 3699 1 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 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 1 7915 9479 110893 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 11CAM -44144 ,, SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9' -4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N. R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w/ 9" RFCFSS DOOR L1-1-INTFLS C,o mr-4094" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=14494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12.1T BFi6-1T 8F20-1T BF241T 8F28.1T 8F32.1T 8F8.2T 81`12.2T BF16-2T 8F20-2T 8F24-2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224 B 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 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 600 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 4IcAST-4cA4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRF61T 8RF101T 8RF141T 8RF181T 8RF221T SRF26.1T 8RF301T 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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7' 6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931(6).3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 23,, 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 o % c -_ 0 > D > D > D o ° `o LU66f' c c 8F16-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B e 4 > °D °D O C % D O °D C C ° 8F12-0B/1T D C C L Q8" PRECAST LINTEL W/ (1) #5 HOR CONT J BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D T14-1/2" CLEAR C.M.U. cn to X =cn0mN IL F- �Ey° o w w `=-' vi U 0O a #5 REBAR AT o w 0 o w a BOTTOM MIN. (1) � < of - REQ'D QwC7JJm z - ui ° 16 GAUGE cn POWERS STEEL U) I- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF 1 NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J Z U C=� 00 Z L C C ACTUAL 8" NOMINAL WIDTH -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/1611 = 1'-011 0 AUG 2 4 ZOZ2 S ;r N N - Ln LO 00 Z O w Z Q �1 E W M 0 N C� N `1 E •c t co O O CD Q v_i U '�_°. cj u Lu Q cO Eri W L W 0 W wOE- w w _3w M, 0 OzQQQ' X=OOJ��JO � LLQ J�O<zm.0cm0 OO wdwLu -x ZOZ�wv)wpQwZOQCL <¢Q U) LL Ow %F-� gwZ Q OX o OQ wQ O maw 0 0 Z N OW i- � (n O (00 Q �-7 (M O < J � W L! - ti z < W I- 0,-' i1 (M O� a- � - U Z F- z LU w� J0 (O co i I O a0000 O O N N r N N N O C7 M �- C) O O O O N O N O I ' Z O '^ �i J W > O O N O M O 'i O In I i M' Q �+`/ (n z W O Z O W U _ WOO�--+ UU(n Lo I-- :) Z j pwM Q T� Z X-a � Q = W L0 N p~O zo= . . uj i' < F- N p zwo Z LL �ZLL z mz � H O U p W z Q Z W w J 00 W o 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 (01#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' f1)#5L (1)#5U DETAIL'D' DETAIL 'B'&'C' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 156E 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No, 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE Z No. 4 548 1001 1001 979 988 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No, 4 467 853 853 759 843 1014' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1141 10'-01, PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-C PRECAST (2) No. 3 2 No. 5 287 525 1 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 2) 7/16 strand + N.R. 522 522 360 499 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 21 7(2) strand + 256 256 188 262 2 No. S N.R. 1 2l'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 65 229 2 No. N.R. 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No.5 N.R. (2) 7116 strand + 22'-8" PRESTRESSED 121 No.3 (2) No. S N.R. 164 1 164 124 1 179 N.R.- NOT RECOMMENDED .•r DETAIL "A" DETAIL "B" ••,..fir. �.«•r: DETAIL "C" DETAIL "D" TYPE DESIGNATION r.GWER_I �A5Aw1-YA [8xl 6-P-1 L/l U] h IAI.NA-WIDTJ LQUANTRY 1f15111 MINALHEIGHi UPP I JNTTLCAVFY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L II)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 1 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 O D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 34" 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'-6' PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4' PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 0'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'4" 10'-01, PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 1 '- 0 8" PRECAST 2 No.3 (1 2 No. 14 9 3 14 9 3 1075 14 9 3 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 6-0" PRESTRESSED 2 No. 3 f1 (2) 7116 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No, 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 i,lo.5 21'-4" 20'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 720 720 366 716 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 .. Z. -. j7rrl-� DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATJ10N PAIR [8xl 6-P-1 L/1 U] .OInINA. VIDTJ J LO NO!nIJA_HJGHT UP R GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #„5 (l,i U (0) L SOLID #5 (1) U (0) L #5 I U I1' L SOLID #5 (2) J (1,� I_ DETAIL DE DETAIL'DF DETAIL 'DE '&'DF DETAIL DG 3'-8" 2-4 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5�37 4'-0" 2-8' 2-4 PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2- 2'-10" 2'-6` PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 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' 4'-4'' 4'-0' PRECAST (2) D45 WIRE (2) No.3 1193 2290 2085 2085 6-8' 5-4" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" b' 4' 6-0 PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8' 8'-4 8'-0 PRECAST (2) D4.5 WIRE (2) Nc. 4 1300 1000 686 903 -77a f�.' DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - P'�41N JME., QUA."+T17 O` #5 BAR A� S-SOLID JN7E'_ rLCn'ER LINTEL CAvI-Y [8xl 6-P-1 L/ l U] LA....r...BARa ti,..t INA_H EIGa- ,aFE4-I _CAvfI'� 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)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#51- (2)#5U (1)#5LO)#5U DETAIL'E' DETAIL 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'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No, 4 1411 1411 1319 1489 10'-6" 9'-2' PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 l'-4' 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0' 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 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 2 No.5 804 804 529 838 14'-B" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 5'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4' 16'-0" PRESTRESSED (2) No. 3 2) 711 strand + 836 836 426 763 2 No.4 (2) 19'-4" 18'-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED I2 1 No. 3 (2) 7116 strand +2 607 607 317 601 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 121 7(2) strand + 524 524 277 526 2 No.5 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (9) No. S 399 399 217 412 TYPE DESIGNATION l.�A- s [8x16-P-1 L/1 U] NCMINA-L W IDTHj J L QUANTIIY OF 15 BAR AT lCMNAL HEIGHT UPFER LI:'TEL CASJITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51­ O)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL 'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2 -8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 64' 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-w PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST 2 No.3 l l 2 No.S 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (21 No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 No.3 I I (2) 7116 strand + 1948 1948 1093 1591 2 No.4 5'-4" 4'-0" PRESTRESSED 2 No.3 ( I (2) 7116 strand + 1774 1774 996 1494 2 No.4 T-4" 6'-0" PRESTRESSED 2J No. 3 (2) 7116 strand + 1368 368 771 264 2 No.4 9'-4" 8'-0" PRESTRESSED 2 No. 3 I I (2) 7116 strand + 1084 084 615 095 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 008 573 048 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.S 22'-0' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED 2 No. 3 l I (2) No 5 740 740 393 772 10 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION I Q'JA\r=SBARA- S-S,. ID LI i_' �_DNFc J17I CAT'R' �r [8xl 6-P-1 L/1 U] 110A.INAL WIDTJ LCUANTRY O.#S BAR N MINAi H-IGH_ JP, _R _NTE. CA\9L• 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 - (PLACED IN FIELD) 2" LO ti TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc OR WELDED) -OM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" ch Cl) 61 u5 m r- c•� MIN. 7 5/8" TOP LEG BARS: (SEE SCHEDULE) 2" (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN �F-7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: l . MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51L O)#5U (0)#5L ( )#5U (1)#5L (2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6' 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" 1 PRECAST (2) D4.5 WIRE 2 No.3 6251 1 10000 8615 10000 6'41 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8' 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8, PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 1 '-8" PRECAST (2I No.3 2No.5 2436 2436 1727 2736 6 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No.3 2 No, 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 4'-8" 13'-4" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 1 5'-4" 14'-0" PRESTRESSED 2 No. 3 O (2) 7116 strand +2 2199 2199 1219 1846 No. 74" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 348 753 1330 2 No.S 20'-0" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +No.S 092 092 614 1167 2 22'-0" 20'-8" PRESTRESSED 2 No. 3 (I (2) 7/ 16 strand + 023 023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 ....: DETAIL "0" 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 DOCK 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 ## (1. )) UU(0) LL SOLID #5 (2) U (1) L DETAIL 'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 3'-8' 2-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 )DODO 9686 10000 4-2' 2-10 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 95C3 4'-4' 3'-0" 28" 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' a'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8 5-4" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8' 6'-4' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64- 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" ••1� DETAIL "DK" TYPE DESIGNATION N I' QUANTITY OF #5 BAR AT P -PIAI L�UEJ I'T LOWER LINTEL CAVITY S-SOLID LN EL � r [8xl 6-P-1 L/I U] NCN MD- J L 111,T1, CARSBAR TYPE DESIGNATION dE. [8xl 6-P-1 L/1 U] NCWINAL V•'IDTH'J J LQUAr.'RY OF #5 BAR NOMINAL HEIG, UPFEF LIIJTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LR;TE_ STEEL TOP WIPE / 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 UU D I'I L SOLID #5 (2) U (1) L DETAIL'DU DETAIL'DM- DETAIL 'DL' &'DM' DETAIL'DN' 3'-8" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 )DODO 10D00 10000 4'-0 2-8' 2'-4' PRECAST (2) D4.5 WIRE ;2) No. 3 6054 iDODO 8442 10000 4-2' 2-10 2'-6" PRECAST �2i D4.5 WIRE (2) Nc.3 5413 IX00 7552 1C000 4'-4' 3-0, 2'-8' PRECAST (2) D45 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 (21 D4.5 WIRE j2) No.3 2448 7050 3434 6540 6'-8 5-4' 5'-0 PRECAST 121 D45 WIRE (2) No.4 4569 4569 2302 4235 7'-8 6-4' 6'-0 PRECAST 12) D4.5 WIRE (2) No. 3338 3338 164C 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 [8x16-P-IL/IU] OH UNIT'2551' - 1ST FLOOR PLAN 1 /8it = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR A LOAD GRAVITY SAFE LO S UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U Ill L SOLID #5 (2) U ill L 1 DETAIL'DA' DETAIL'DB' DETAIL'DC' 1 DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-01, PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 ul-I DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID # (111 UUjO, L L SOLID #5 (2) U (1) L DETAIL DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DG' 3'-8" 2'-4' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1DDDO 10000 4-0" 2'-8" 2'-4" 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" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4' 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 5044 10D00 7066 10000 5-8" 4'-4" 4'-0, PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5-0, PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 2693 4979 2069 4671 9'-8'' 8'-4'' 8'-01, PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 .. , ..r• , ..r. yi,�•7. y�.4.7. �i,.1 �. DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION Lop- I [8x16 P IL/IU] TYPE DESIGNATION IN IN. C AL R .. #,` EAR A'- SOLDLLJ._ r'_OE E'_C�.Vry [8x16-P-1 L/l U] NOMINAL W IDTHy IJ L O'J.AIIT Y F #5 BAR AT NOMINAL HEIGHT UPPER LINTEJCAV11Y SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type PLAIN SOLID 2'-10" Precast 2082 9235 3'-6' Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 1 2635 4-8" Precast 810 2459 5'4" Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6' Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9141 Precast 222 772 10'-6' Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4" Prestressed re d N.R. 138 3 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended N O In N 00 \ \ Q z 2 2 0 w z Q V) (D LO �? E o W L N C N N N o. M V D O^ u ch M ` (D C Y0 - L 8 o rn VJ�= LLo l!/ s u N Q .L0 610 Lu Q' N (D /� ` W . 0 Em m 70 C1 ^ 0� m CL -0 LIJLLI O W W W ��- U)W O F- J W O LL O LL O aQ H J c 0 J 8<ZLL-- CJ w� w 0 Z 3� N 0 -10�aQ O W 0 0 m z J z w o Z Cn a- In W Q~wOwF<u5Kww0wOmQ W C5 2 Q J LL oC o D 0QQxa IL Q 0 W O C) N zw � tO =\ '^�'^ / vJ c O z Q vJ LL G vJ w Lfi co I..L 6L G 00 ZUf�- wz w J J 00 I I I O N C3 N O N r N N N o N 0 N 0 N 0 N 0 N N CD O M M W 0 O 0 O - N o N o [ r I ' z O w0 r 0 N 0 co 0 .t o Ln I I 00 C ZZ Qz C)zw -�-+ 0 w coo U U U O Owo -0 QLn l� Lz a -a w Q LLJ t..t / ~~� N w Zo= w V) <F-:) ■ N O Mfg zoo Z U u- az . . Wz z p _o W Z 1 2 z z w uJ co CD r LAST PLOT DATE N STRUCTURAL DETAIL z0 A (LEFT) 1t I- - 1 -1 1 1 ' 1111 1 1 11 ili'I" lI NI' 11f li l IIwriol"PriplioP II ' I LI' 1 I' 11 1 1 it I I I I I l h' I 1'' 111 t I !W- 11 111wam IR 1 I 1 I I 11l I"1411 Q� Iy X92MOZWH March 15, 2022 Florida Department of Business& Professional Regulation Building Codes and Standards 25 2; •'V PRODUCT �A,--.L ' SHEET(2022) Product Approval Appik�iotl DetailQ) i A Alf I X7 I A Q O FLM20F7G R3 Q 0 L -. 1i,I3k Entlivor 2R12 {20i5 Data Penning Q= a � -0 CL a� Tyersio Manufacturer Contact ErealneerS Ucenae Validated 6v Ye1Wa00tl s>u Imb ,lf FDC Aoorowl ADwoved • a` (j �M Mounting &atke 5';1 )(edge rye 1 r+� C y,1� Code �j �y provide ry information As required by Florida Statute 553.842 and Florida Administrative Code 93-7L, pleas-- F>ro ide the information and approval numbers on the building components listed below if Fr m TnernlsTm C ation Stwva Jasper so Lyndon F=chntdC P E Ryan J 1Ci P E 0717VA 0 J7,12)1 C1 07,,2'WW2D tOr'I:J2Cp17 Aypir -•ed Categofy. F� xDoo> �L1243762e PE-d3dOP A13 T'o7 �55 � � � +� U _ • 4-1 Z X 4- 1.," X 2-12_ O 777 - a , {- p f�l /� F� ry _ �V /� r �` {� ! �) p *� ^� 11 ^� they will be utilized or- she constt- Al i€ll projec" for which yi,/°'4,re T,IIFre Gd lying for a SutiCatatiory: siAi^g,nl Ectc+ror Do- As _rnb es kaspersonr(tjtherrrotru m Cbmpllaii Method: [valuation Report from a In Florttle Reglslerad AICMW or a uce-ri Florda CIO y C U) O O }FLY1W70-R3 ,Iced Erv,Tinwar TV' - BackC Cross eta port -. -. _.-..-.. -... -. produtri o --- C O � MAY l f(IT tr'i-NI ` S )ee �IIC 1L,'t )L 7t��111C QualM Am, rams ADDMVBOI/rlhe Aooromdtaruse Imaact r� � mod uct lAodca Nam6eror Name ntltm Crxhtrxt Exalrallorl Daft In F#V!+Z Ou1�de HVH2 Reslsmret Rnawre 1 TFr;rma-Tru Fltrcx-Ctasslc cal (10 { }��+ +. Cate o /Subeate o ry ry Manufacturer a•� Product Description 1 p Approval Numbers PP �) Test Pressures y. �/� Date P• a _ __ and t::rruoth-STai Nominal9$a'.988rfuot:IrnpeaGquoY Opaque 1;131f20'" Yes Yea Yos t't�; Composite F8 rglaaspa ng4 -tea o ��'. CU O - �' •""^ „_ ftlglit BT [lttt t ¢)Ch t.z( 1 rf �''Y T`�`�I /'gyp /+'�/� i EX 1 IGii.I 14. R D1l.iiORS -._ - 'i -__-. -- - -_--- -.._.. OufsAting; X conf'ogurabpnj 2 b Thermal-Tru Finer -Classic and Smotth-Star Nom nag SW14 cA Opaque, A - i 6i$1i:9"8 uot.Im tt$ up1.0 in 1'�)'3lfztr22 Yes Y+pa Yoe N4 �e f^� •� v � 0 112rj 43MCa1=' i j)),j T l O lia lass sidette(s) g rcwFgCm Mng Ac, OX or OXO conf:gurabon!) 3 c Therma-Tru FibarrClaasic and SmoothStr+ Flominal68a1?&;B &7uor,Imparz8quct Gpaque 12131/N� Ya5 `!@a Yes Wa cofigunie Ecge Ftwglasa Double Lbx wino { glan,Double o or th or +nYmout sdalles, Insva L o � /'� A. SWINGING ThermaTru �. r ci Fiber -Classic ar,d smooth-�.ar tNOU-IMPACTS FL2G461.1 6 I +fi7. G#-�i7.0 f 0 12I31/2022 1 3 Therm /, N �[ �'] /'� 1 r i ---)n I"iber-Classic, (IMPACT) q FL2G°r 68 �^ r +67.0 / 0. aTru and ooth-Star -67.0 psf d2131/2022 ponrigu anOn91 r •e�� _ 4 g Therma•Tru R=tthat-CWaa1p and SmopthSter Nominal &3a?90 aeiWat', IrnpaRa.quot' Owque 12/392022 Vas Yea Yes Nr4 Camoosrte Enge Fiberglass singe Door pivnng`Outsning:XcoMguraoonJ Fyy� ThermaTru _ y y, �( ('� Fiber -Classic ar.d Smooth -star (IMPACT) �j FL20470 Q f y� f � { +8+0.0/-80.0 i "� JI'"� } f'� 12/31/2022 - idle '>(•it-�Jr (idill 5 e Therrm-Tru Ft .C9as.c and 9-tJM'I-She, Nom,na18&".0&qu#Impac+.Squot Opaque 12131^"�7'•2 yes Yee Yes 1414 Gompoeile E:ge FitserglasS Singe Da,r with �` B. SLIDING Windows f MI iVindows and Doors 'Se�{ .r� {� '1^Series 420 i �[ FL15332. I - FL15332.5 !�� �i { +40.0/40-0 psf �} I 1� 12f3l/2024 r A e r 1V �P .,._I PG i PGT .... �'5 Se ie 55.ed G J NOA 21-0205,03 1 `�"38.7€-38.7 psf 4/ 14 2026 Q rnw,n gJqutsrang. XO. OX or OXO 6 1. 7rernra-Tru Faoer-Cwsaan are Srrracdh Slat Nominal 8&Af: pX 2r31202 es J@c Yes W4 CompositeOge Fibarglaaa Ooub* CNOf IaAth a dbiegian Qo$bra Dow Ii('lllllt l-t l�JI11 ttl'.t Aftoi.4 � IlrlawdrgiOLJcavarrq:. XX or OM - -_.__ -_ • • C. SECTIONAL Wayne -Dalton y Senes__� 8000., 8100 `8200 #1105 (8X7) __/ F L8248.3 + 31. 01 35.0 f Ps 12/31 /2023 - eonhg abpns, al'herma-Trl,F;tbr.cncirandsnnovl-smr Npmina168S9,88q(ntlmpoC:Squalcra:rxf 121s1r,�2 rLe ;ec vac o-u; _Husfl(�feM d • f. iT1 fr_Ynt; �``�{ �' LA'aslwT; comipov,e EAe Fiegtacs single DAD, flnonj 8 h Ttwimil Fiber -Glum, and 5motan-&tar Nominal 6&a;b8 &qurJt;-Pact&quol Glazed 1 Wii2o_2 Yes Yos Yos WA Composite ENOFiberglass single Door wth CompsiteE Orpirplass ccr,figsingle Sidr4r.(,wlilrlswrtnv) a,w,ng,Xa,OX0,OXG Wnriga anonti W ra,>,/ n e a t o n JJ -. ,...�.» ....T„....-�.�.._.^. ^.-. t n Ser#eS 8\r'0L>i:`8100118200 #1123 ( 16X ) _ _ _ 2GG 1 1 7_„ y 1 _� I " 2 Seties..BiX G B � 6/\ FL8248 10 __ _ _ ,,1 ^� �g F L�2't�, +4r0.01-33.5 psi g� �g %`�i�.3 12 31/202 ry r� �ry 1 /202 rr ntt r Ala cur o Cross - pp - t Y Y C ue-LJ c t i t '} .7Y. pat L/31 a7 g r Therm-Tru F be -COssc and SrnoU0,SiaT Nominal 9&8'.98 &7ant:impact&qupr. Glared 12i3112C22 Yes Yes Yes Nrl lie Composite Ecge Fiberglass Ddupie Don lath or _ I,MdY k_ut tit tiv � pelt LCcki Au's w40noutSoolascmiawriViDutsang AXa,OXXO LeftBracket 1#J�]ltt t'! i 0,45elt-ClirpTl�,l tt `, 1vur� ickef . iT .rtf75"i UIX)(41, 11'I 11C N:y�yl,-'I"4-1 a(A T01`11 S!CS' �, MlIfiq 0 1Therr T,uFildw-CIaSscdndSmwlh-Star onnarla8&#99,C&tNot;Impact&quoYGlazed 7J3100222 Ye0 Yes Y05 WA rw�=P aFi@ d5 � Dn�r �9 11 k flner ia-lru Flier -Classic and Sproott -alai Normna 85A' 303quoi.{mpoctgquoY.. Glazed 12f31W 2 Yw9, Yes yes WA D. METAL LOU"VE LOUVERED DRS •-- _- -- _ Curries Di Sion of AADG. Nlnc -_. . ..^....,__-..-.,..... ____ �..,__._.-��_-. ,.......,. 607.707 727.�47.and 847 Single (Pairs of Doe's -.,.. �-.-. - -. T._ - -._.__...-_.,.,,.,a._,.....,.... ..�a__._ ...a» _.._... FLl 1537 1 ..._,.....�.��.,•._.....,._...... - N/A see inst sht ...- �,_, . - 12/31/2025 ( 63c foar SCC Composite Edge Floeylaca single Door ,oth ypil-.A. J r-o(i, i1t,1'rlC J?)C y t Srieltil(s)'rigN ngpO^wmp. XO. OX or OXC _ __ configursnonsi 2. ��OWS - _ I 2 1. The mo-Tw Ft ler-Clmvc and Smoottl•,@ar Nominal U. C &quollmp@cta p 0i Glazed 1;131�o Yes 'i es Yes WA Composite Edge Fibs laau Double Dx,Y Will or -. - "I °" ,Jnr0'atd PW--d sirA Dtnwitir-Ad.1111s F.. 61 . I-.,i . I,r+ 39,.,u. .. s upod rntaz5i +�Ll mtlai 1K ale r� Jt.?i,-I m'howrt Sideditee(lrmmrtgiOvtswing', XX; oT OXJ(Q eta .pear ns/ 13 m7'ne,m-Tru Flow Classic am Srruoth-Slat NomrnaY6&a396 L.XjrT a a•q W 8.gt+o9-,Jp. qua 1'J37fe\722 V'ts V"as YPs WA :.omp00rte EYe Fiberglass eingl@ Eqpt with $Rt UOF, hbrFlrr{1d01$gU01, SKl@dor,a) A. SINGLE HUNG j q i+}�+�ty/ MI Windows indow and Doors q � S ekes 'I 85 % 1Q F L 1 499.2 -� (�� (� +� 60. 0= -60.0 psf +� /Q/ �} 1 0/ VF 2023 - I - - PGT Series 5500 FL239.2 N/A 7/30/2025 1=! Thermo-Tru Fiber-class.K NiSmICy70397$ Opil Ana; grl+apih.5br NOmina768R�7&quat;ImpacbR.ciudt n anp Gprque IZinn ,Y.122 Yez Yes Y" NrA c-ompcsYte Edge FlperglaiS C40LI tide GQtl' 1rtPl 84u0r.IJonImPaa6clua.. Srielees,(I nPmr,g0i0Swe ng; 3XX() cwhguratanl - p '%(�'�{ [� B. HORIZONTAL SLIDER { ► Yt t+a� s « r - /'+� - Ml Windows and Doors tip [. Y +1 } ySeiles O88 ^{ '" , FL153 1^1 +55.0-55.0 psf / + / �$ 2i 62024 15 o Therma l N FlberLlasSr and EiTAIl :;tar Nom,n@15 ON4,0&qu0X;l",pro1.&Qg ,! Omoir 12�31f;or Yn.. 1•e5 Vol WA C. FIXED MI Windows and Doors 185 FL15349.1 +60.0"-60.0 psf 413/2023 Floe a Uepartmert of Business & Protess,anal Reguiaton T:dT I :f I Composite Edge Fiberglass SiDoor vith &gUOiN FImTAC1&gUOi,JedPIxPaY Building Codes andStarTdards PraduclAppnovalApitlicationDetail !Series OnaWDgiCViz55rng; XC Ox O, C'XO tF-x,IlgUratMNIA} 3 pTFk+nee-lfuFlbaLlas@CantlSnKbthSar Nominal EdgeFiprg;assCk tlDoopagUa L31 3'2 es Yes " hUA ;:ompcnitaE oFIDe Iris CMwn4*000r vlth &qu0trkc - - PGT e.�, /� - •+.ernes 5 520 V FI�rJ ti✓ F1 �J,fit 5 I�w� Nl !4f (- 41Z_0/2025 Impao9&quo.; sY7elarasttnsonnwOIJt9.Wng; 1' Wormi con#3R, iionl pPet$gUOt Gpaqu< 12131 r^ Yes Y4,s NO FUA q. Th<m„a-ln. F�bev.ClaesK and SrnxM-Star Nominal 6&E'do 'n FLasaa-R8 I�'�1� D. MULLION MI YYindows Gan 1d Door.7... WindowsandDoors �y r� �i �`�1 ISGileJ 57�."ev} '] FL15�753.2 �j I��A r�"j}'" / f''� 1G1 a7112V2� cmu lmex a Pl4 Alt Cale PYrd. list 7(2- Version Ataa,fatw'er cmxd n n A. Louis. Va6dded aF v� In fill AaQre� 424,E-4 a� mMm F.,d Vet'!, Frwoi 1n:: Mcnrnl tTseheu` ne•'ramaF Nuare PF L to P.ardnl PC 17, Nit-'-'5l 171, A202n 12a�t^_p20 Aar,--wd _ r . dr!1 LM • FI f I pe( s4in �gNo g� T ." Nommal9&#'iti8 &q(iot.Non�lmpacx9qu0t Opaque ^ �nSWnate Edge 18 r hernia Tru Flow Classic and 5mcorh Star _ q 1e131%Ot>< Yes Yn No WA Fib .rglas�nfigu5ingle Gpmnosne E+1be Fiurrglass Sirrp* L>-4or nwth PGT - - _. w ISedes 5500 _ FL261. F NIA 5126/2026 .r.� Calegopy 3ns-rur. ai Cml(-ts fli7il 441,63M PE 737':C1::I:'.4]'.lila-Inptt sckdta(aM Slrra+Mnq/Cuutawanq, Xf], OX« OXO sasoGlednry Po.:nxr.ta nin:.duceawsa Reind n,taQlwradventstxrl aVI Ty OTHER GInfiquraliorl@) "2 N_ Tech-0,a. 19 rhierma-IN Fb€rc-Clas@r and sinnoaVFSIar Naminal5&A30;85gLwt,Non-Iml: 't&qu:4:Opaque 1J'31f Yes Y_ No NrA GeriPa.irs', 14,thcd. E-o.0m Repcn Yon, a Campcsre@ Edge Flberglate Doub* rJtlgr with or +Ad,OUI SxlNiteS (fhcwlrlgi0u-S.virFg. TX of OXXO FlOgaa RtA)F#crcd Ncrinei,l a a :,xrise.l r14rKta 1 iOnfigura110nsi r'rcienlpnd Eoghrrr T.PrE. 20 1 1 henna-T u F:Yer-Cansstc and SmoaNlSla, Nom,naY w}arN3i0 $"lu,X:Non-ImC rSGua Opaque I:4 i1 rd17_2 Yes Yes No WA CompositeEdge Fiberglass Sing* Door 3. PANEL WALL - I Lad €n MYrt2 rlJpus Ptah," Pnsa,R raYrad �.mr..ed.n or. ' �� IiPXii1J Yea` Pruden Maid fiends Narele C , ---., -" - - � a �+. Building Gal t t eJ Hardie V.� bTi lYw.4in Prod, James 9p Y.M� y# +�y� i } Cet i t lank La Siding and 5 r t Pl nk ( i in p� g o a d e a Lap Siding g F 1 . 1 - 1 1 L 3192 FL 3 92 2 -•-.•. _ __._ / I 12��31 2023 (IrvswnglOtdawnnig'„ X cpnfguralionj 21 u. Therm Tru Fiber CLus'ie and SmcwXhh-Star Nommal 8&a Ye,0 & t xNon lm ' CumoosateE ®nFiM lass Sin * Dour wrtlrpaqua 1'u'311:r022 'Y ss Vera Pdo WA g ens. (l,9swv grOutF rig. XC. OX r,r OXC 1 A. SIDING ..- IAA man+J�, ,e1a•Sa�51:, (>a,,F� b P4� r.d,anU.-V-, ,,.��1 � r., N'A ..,.J,. � 1 . SfranVert Lkx1e1 Y15dO611 fw F tLn Fiord end Venera5s. ti'vnt 1� �1 [,_"+ yes Yer� h.=A .n`;� V. ' 9nanvent xd�tpi Y7 S,P52J hJded Pl(<4VMI 1111.41C2: Yr, Yr rliA A-`.: .`"legal :'j v. Th<rrro?ru F�3Xr-Cleave and 9nYy n'�STar Nominal P,39 �,'7 3gre Ot; rror>_I.rQatl5,rprpt Opagr.e 12,3'2U27 yes. Y<1 NO N/A COmpOste Edge Fiberglass Doubt Door Wlh o, �q7 B. SOFFITS Alside /+.1#�{ ('j Vented Solid and �f/ented Vinyl Soft ,, J j R FL15272.1 - FL15272.2 iqg +75.0-75.0 psf ) 12g31/2023 4 Sn,nVKn Motel 01540.5I1 n,14eded Flo(x3 Vent IS•r1I/'023 re. v<e MIA .I CI,- IX SnartVem[UY[]e, Y154Q5^a 16&y,Y; .late <D XII FIOwx]"J_ p 1""r71r1 o:3 YM Yes NiA HI''A • 52 + i a •n n � q o SriMid tlgily L7,:1 Wodd .Vd Inwl0led FbW"lent 1,: v;�1� v2I Yes ye, N; •4'001'11,X1 ' ^rionVent M.v3e1 YTsao 57a 14 sd�,d car gn Din eland v<,r 12PSLN' rev ve: N.-A M,A NOW Sde:ltinr. awing,ICVtttwrei'1g.,XX+7r OXXID CSinfF�uranUn[l '2'S ��ph+�mw�Tru Fih�r-CBascrc @rid 5rrlodYr-shoe Nomrn@IS$#3$B Squat:t^br.impaci&quok'Olwed 12r31/20�' Yea Y00 NO WA GomFOsrte Edge FibFsrglaas Single Door pnanwrlgJONswraa X mmgwawtrmi 24 Therm Tru Frier Classes P� i ( Inc�- ^i AInui"fill ikw Alpha urn _ ..�....,.,__,,. _ »� ��- - py Aluminum e Sole and Ventedi ii,' ti li 1n a ed � nu � Soffit ' -^--- �i ,/�/'� :S F L1'65�1r�1r ARV _ +s f �.2+�f"`V 4.2 psf �j 7/3W 2023 C j t F yyF- R v i F Icy OTHER x. and 1-Star Nominal &8111 r9 arAlotNon Toap5gaat GlWrd 12n1t20 2 Yes Y t� WA wmpoarts Edge Fiberglass Single Door mth --- S"Wle(s) 0nswalg/0ut'swfrlg, XO, OX a OXO - �" ,�. .,_.. ..,�. _.,�•^- Ganflgurabons) .1-5 1, Thenna-Tru FAler.CiasSl<and Smooln-Star 'Glazed 12r3iM22 ices Yen No wA Florida Department o1 Bus tress 8 Pratessiol3 41 Requisition age , a e Braiding Codes Standards ln4ra71 CO SeE Edge t9iagla;s asunt ID«1r with or wntnout 5laeutes (Iramuing.ce,Lv rr@j: IU(« G)7(CI A'A /'� /�� i @ ��y j �a ��4 ef'. ROOFING PRODUCTS l+� and Product Ap{1rOval Appltcatirxl Detail rl config al W.03 26 LTnerrrle.Tnw FtlenCtep,C an05rY100t1-:fir NOmrnal&Sa38:O dl�ldtNof41n1paGr6gUOr, GIa2eA 11f3 1/2p22 V� Ye5 NO N/4 r1n%wosae Edge Xvdinn Single Door Onrnpoi a Edge X rgleasuraoorr) A- ASPHALT SHINGLES GAF 3 Tab, Dimensional I FL10124,1 N>A /{ �j 12! 16/2022 27 aa1 Therms Tru Fper-ClAmic and smooth Saar Nannal 8&439,0 Squ(R,Mor. IrrpaclSquor• 0twed 12r11;2022 Yo-s Ysm No NIA B. UNDERLAYMENTS Tamko (for Shingle Roofs 1 '151b Felt Underlayrrent FL1232'8 to 6/29/2023 ^omp ss Orjrig<FiOwtsing, XI. CX a dh ur7rj@�I Axi(5J (Y llaxwr9pgi}ut@weAg. XO. OX IX OXO Kam 1 Date Etn4 a QJf1.!! T vision Iter,u/ac(uW ErYRn LLlrJwrxeyad0ab& Vrldyed S"rwac FDCA1IDnn* ""DrW Sams Rrns+,:r. 2na Care, WWII ILK Jays 9numare 2A(t,Mr R Pnesl Lodwe Boew', F- E 0lVt ri2720 0+..i(`9,�]2i 08.: YcU:O in 1 Y.G2(1 .4=,e=ern^ FWnf4wetionsj 8,gooL 28 ztTherm T.ir-Ciawc and 5imuoth-Stair Nominal 8039;rJ NPM1 Irn{iiacdcllot GIN-ed 12RIrg1 Yes `/rt NO WA Composite EdgeFi�,glae�DoubtDoarwinor ,tilt Sdehtes XX« OXXO Plyglass USA, inc. (for Tile Roof) t POLYSTICK Tu N1AX FL5259 N/A 1/23/2023 2 card, Y'. R-ling i502f 30Z IS! I PE-•4(21 (174i 3A'-ta0o a.nCala�r: Roping�nam.ro,a�e.rnd t (IrenvlrryCu(aNng; rAn}lgU2nprt5) C. ROOFING FASTENERS N O T U S E D mWTVhol Caepax'R.e Metnort EvaUalkn Steeps hom s Florida R .teme Archi ed or a Lrmflsed Flrsd4 .r � �r D. ROOF VENTILATORS Thompson Arch Metal Comp. (Off Ridge Vents FL16918.1 - FL16918.4 N.yA 919/2026 FLan taT1�m�xz A@aety Asuearse AOv4d ipr '.se A�TPYed tgr Uses Florida Metal Products. Inc V erg RV10 -. _.. FL21580.3 Na'A 12/31/2024, t&.t�R-Pt4iirlrt Illogic. Et,rma « Aoautt Derr. -laden C tEXdlran�r D=a 11'K 2tYtB iS 1,S-�M ftRv: i Mani Rucmg &Y, aril, DMc lapNS DISC ng.SS DMv,, 5, OI.R, 2008, , ars1..'>,5 rPs Np WA �;r" , 30 DM4 s'�r - Florida Department of Business d1 Professional;lords,Regulation Peale , d 2 Building g Codes and btelredardt lease, a�r•1 - Lolalarl Inc - } DA-4 Ex,ah st cent �7 �i ry FL1 J202 •�' �y '�`9i ,51-97.5 psf .1 �g ry /10/2025 Product Approval ApplicationDet" E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A •� �j .1 /� 12/31/2025 �rie�TMe Boral Tile Saxony 900 -. FL7849.16 - FL7849,2.0 -. _... _. N,A 12/311202L of Business 9 rd al Regulation P Florida DepartmentBuildng ia' Kamm Italf t D at P4lManfl mt Tito@ yg Q y� Y�I,. En®ire a Laximi idLib 1 RF r Lfiii; ovaN OR32',d am - Rini- X1-3 MI V/tndtwa and Dws Brant 90nyer Lu, R001,1 Lorries Susan M Unen PE IO,ve12)z 1G1 ar1(•20 tonvr10:0 12"S:Uro AW.'M - 1^� +.) 1� j� 1� I� /'^+ S % M C 1 G0 N S chi 1Nft C i J G S V S V1 C 175S, D of i `/ Codes and $ta nors ` - , - C-909m: Eerentt Dpvs 1-tit 3W 3300 PE-6731A ,1T; 3, r"454 Product Approval ApplilationDetail F. METAL ROOF Drexel Metals. Inc, 1 ' ` 1200S. DI�1C 5• F L17679.1 +G1Y 180 �a�s 12/31120250! �bCategmmetho e-low'-x PorlI Ms Airw�m,d rool�teikapdF�w�l� <� t-a flrrtda Reg iCmal NCndeGY a Y ucm,sizi FIP'rd% Mal _- - _ - Ffy<a41CRod EngYi<bf Cad< E"U or FLA15392•Ra Prpduw �� �a�es �•r�y 5• SHU ERS l _ I- Version Manutionwrer Contact Engineer 1, Llcanse validai By Validated submitted F�ADprova! Approved Stal:& duaM Acwra as A®twYd tar UsY Aoa@v,d for U,a hl� Dear_ �p0 1Yodoct mo". plumber Mane Pryer DM Col P0, ,0, 3YEve Jasperbon L'rndosF z,YhmMR �E P.Yar1: King. r^ i.uf n, w'2021 ,2r,},!?pZ` 114f::IXJ:' C�wN2Ci21 i.FL'r�2 e: • • i eK c1 coon f raG CIN:aIIOn DiN � N { OulSFda NNIi IS}�� t'r�FU� Gate9orY- txt<rnr CK.O19 ,6001 64, _626 PE a344= (31 D;'57,S!z� SUbCirr"ory' Sven rig EAterus Croy Ass4RrCaes .1-inelsorliF�rrr t- COmplo8rioe Malhod hall.-S5n Rtpr,'rrtfrnm .r ^t 1 SERIES4c)AIUMINUMSID 3ER1ES42GM_UM6VUMS1, i:40 1J01!2o24 Nn Yea WY, N!A 14S&'adqunpeee,gsd, F o,T PEINFONCED 2 SERIE61'.'DALUMINuMS0D SERIE$4:oA1LIJMINUMS.CL XXO.XX t:Yl;%1 "2102i rue ties No N,A C A,. 'STORM PANELS i,� JdL /+��j rye/ (�yr,,7L, r �+ 'S./lobal Pr'otKti4,dn Products Global (�.�+� ,ram �''y[ ^ /''1r •� Gabirdnized Steel lore M, ,Panels aF �rr.�J/�.q +/� „4i {/•.�� //� FL.A50 6�. �4 - FL�507V.IL N/A /J� I��j I //sae/� 1i/V1#20i�i i'..: oil di<g s1@irM1 Ar;hr<cC or a t.,iCeeyaed F6nxia 5'@dryy .a0aww r1pN.RRMY pRCEr All American Shutters & Glass • Galvanized Steel Storm Panels FL17869.1 Ill 12/31/2022 PrAeSa Ena�Pe, 3 9F RIE5420 AL UM Nu M 550 RF Nf D111 @En 9F RiE642p Aa.UMINUM BAD REINFDRCfD DXO 12f31;2024 Nd Yes rr N,A :4.. v4sond .58i+gcd F L925468•RG products - 4 8ER!Ea 421) AL UMIFAJM SXi REINFOP-CED SERIES 420 ALJMIt:UMa0D REINFOF4fi_FD OX 1ZII2024 W Yes !a. NIA - -_ QUaI1N A59urance Aoprotaetl ter Use Aoorov ffor Use Impsct oisia^ PI'9dutt Model. Number or Name GoritTatt Exea'ation Date ;n HYrt2 out"HVHd Resistant Pteim:re Xn .CX=(5dnuaxSrSdged ., SERIE5420 AlUMIrW,JM Sf'iD RtJHFORC€D tit3&q" 42o ALUMLMUM 3CiD REIt1FOFn�EDXXX 1:/31/.'024 Liu Yea ra: WA ud.. Beip4d, 6 STRUCTURAL 1 a Therrra-3rJ Frkser C4usac and .Srnocth St., Fb i Inal SSM348 8quot lrrfPIctl of r,)paque i./:• _'002' No Yea 'its NIA C p• site Edge P be -grass gr,GC­ iins4ingk},itcAY1g x xrlhqurapgrij 14 Star Nnmin I E*;�r_ig.8 &glxiL=r1'lsra �T xt r;;lpaqu t�1'_I''r'2(;'.1'.' pk es sec IY+ 2 ❑ Tnerrl*a.ru Fine, CUSS, ens _r.::,3tr. - e. - Y P (timp�i-< Edge Frbo9lass 5 q� Dap, vnlh . - COMP O N E N TS ,,,.-.,....,.. _r r 1 :vdCrrfa? t lnseranglOulsvang XiJ :Xp()XO ro fig b n ` F t F vet `/ P:IA 3 c ih rrtM.ru nerCla:;s=candS'nK.Ott>-.ylar Pio al L 8 L»t".r it&IrJ LuB t:r"_li i9 [^s 1 Pas prysroF E.dga Finer' Ias AX wlm r:r cm g F w Flonda Deparuranl of Business Profeaskln� Regulation P"I of FZ his © A. ifOOD CONNECTORS/ WOOD �+ } �^* USP Structural Conn. ,.1r see chart ninj ,,ona r>=li>es qi rsa rig swag D (7ra ra wig ra.0nsl d d Thern,a 7 r ter Cbas+ac and Sn� ed P}O Y. Y. fi+A 1pat�-7u<3C l,krdque I:J�tr,Y3� ec �J ANCHORS "_ - _ , _. r . _....... �_ [i p� p Simpson Strong Tie i ....d _ __ _,..,._... _®._ _ - ....m,m.__.._-._ _,__.. _.__., _�._�,� __^v.__ .0 /+ w� see chart _ �,_..._-. _.-- Building Codes and Standards l 1 �a �.-^&q _ Ito µnot e F e Xr glare( a ,11. Camp4981[e Egg@ Frb►gla4s Smg -Liver _. - - -- `- - - - - PTdtlUCt Approval Application Dttlttl ^^ `` W TRUSS TES ` M-- _- --_ _ - -- e Trenrna , : r❑�r_�g,,� ,rd 4m�x,. ar Nmmi�al aS dtI a q.�1.:_Fagae ,'i , G2, k r Y A Fili-vy B B. PLA ITW Building Components A 1pirie Truss P i ces F L1999.1 - FL 1999.4 Nt'A 12/31l2024 Composite Cage @s Single Doc, Inih Sd+slte{s lnz r rgACuja .rig XO C^X w GX0 rOnha.Mmonai E (TFeerrnaTru FI'borClaasnc and Sm�oeth-Star No ritual 6&a3g,0 &quot.l ngract&qupt, QpLqu@ t2i3 !,�u� 11.3 Ves -Fs Pv,fA --. spa rall�cl .pli8 4.a iota , d ��t� viiii� �y{� 1dd� ynV �+ MiTek Industries',. Inc. _ _ .....^.. � e y Truss Plates �-,FL21 q I 97.1 - FL2197.5 N/A 12/31/2022acturraEnelinterLotomvalidatedair C. ENGINEERED LUMBER Weyerhaeuser (Rhin Board. LVL. PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 '' Cor [ar>'tP Edge Fibre lase DODUIe Lkoe aaa„sir seerde�,l, '�L Sq. orGXXC R@•.istOn :tI?d iVavn>OeAm,a 6vi6m NOVariud Owr Dxrryne Ka n+Sri lohnE Bra1<s JeRreyP 4nes,s. PE 1N12r2C20 09f2XUN 1fJ25•^.OX, 12r75202G Aryrnad caporar,m (SW763-8121 PE0i1f37 (904)821.52LX cal %uranonsi 7 g 7,,wns Tn FIOei ClasioC and smnl. Star nwon dual 6&0-,28 Sgwtl myr -&qxt it... rah 1:,r, 12(iZ IK, Y_ YS�, ,,A C u.nifoslir Edge Fiberglass 5rgi`e [k3or cai gory: Ealena (goers dkanisho-re-wWXn c srfiereoorr Samoa., E.tana Door, Ascenbiea Om CPmplrhimalo<liY oalR.PWtem. - 1 MATERIAL D.1 YI A TE R IA L 4./ - - Corp. Cast-CrConcrete _ - -- _ Concrete Lintels FL158.1 N/A _ - 5121/2022 rinawlr,cy„I,,rtXrwr.g X rxvtlig,it, amJ . Florida R,g191Pred vchxecl or a USM1saJ Floods -"•"^""" _ {* Commercial Products. I urns t,._ „ H i h r.! 1. re a 1 th y/o 1 _ c,•,„�,'••, _ „�T,Mmm,�-M•,rv,•.mm, } �+ }y Concrete Strength Lintels F L1774 ^- r W A��-- �..j 5/2Slr 202� 8 hih<ImD-TUFi6er-C:Ms@Ir. and'am.xxh�Star No bald&a3t},8 &qudtinlpactF.quot ilwraeo t2731i2..02,: r,E v.. ui; on innate Frig , s Y<e rI :, a Fiberglass Srgie(bn, wlhrate ade(heisl x,_ CX a OXOi PrN<ssrnel Enprreer ri!l2i3 � PIWI019 !� „-rglOutv.rg co+r.g asORsl L i _ i icier rna T ,; r .,er�clasx: and Sirrcyh�Stwr Fb nJ .,§i-3q.8 Squotirr�.sec5grl., 3laztai 1231"_'D4 tie Y.sc ''ea ILA. Gamt4aotF Edge Flbergias3 L,AULt Uxol .aa, tlr Oualer A,-- paused tea use Anoreted or use imaa!& Deal- 349& ProIXxt Yogi Neer or Merry boded Dastrlrla, CbariU rlaaratlM CRY In NVMZ OsltYtk 1FVNZ Resistant1'�mstLt 'Aathout Sdelnes,IltsM+.rl;grGiUtlAs,ng, .X.Xa'OXXU 3 a D00,61D0fa200t1105 MIRU Mee ,Y1h. 10a39. Max WgN Glaring IW-1I IX23 tb 1c9 Yes-1100,115.00 a484W in roper iat,snRdiafea,eba, �r1 L= - cnnnguraaOn3 10 , Therma-Tru F,Pi Irish: anal Sltxes¢hr: nr Norrtlrwl 6810"9,0 &quat.l lllpaat&i$la3t, 01uPd !:';'f71we°47 IJ'u'1 Y'aY Vey ri'A %.Umpoeare Edge Fiberglas Sii Door 90 8000R10Nau'0C ri123 1a&#1e 1aaA v40af.. 146A6g: Max neyt,t i7ta1nq 1213172023 N. Y49 Y09 s30,00F71.50 am"le m too or sturruedllle 90 ion, 0 < tinzwngicutzwavd; 60MI004SOUD$11.4 16at39 Max width. 14MI Mel height rlaanq 12,712023 No Yes Yes-34401-14 30 11 aTharT TJ FibAl and +=rnonlh-S(ar F:Om net 8ww0 &gUntlrr'KFldaniaas�a q'Jpt. rvI4Ia1 12131.-?L'i�: tk Yen Ye, Ii/A P < aNi@d1 M rte tthtNRMdi@la @aQIM Nia R C ° o 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 12 1TherN4-Tn., Fiper-Clat&t and SiniI h-blar Nominal= 14:0840otimpaetaqucK Glay<d 1:'r.i 11�X1.; 140 Yes Yet 14A (eEnesFi�fgiai0eMAng.XX,,OXXI what Mrnnut `rdell[ee Ilrmt4nnral a.125wr+ng; XXa OXXiy available to the inspector on the Jodsite', 1'i copy of the product approval. 2) P rUr fro Jmnan5j 13 m Thtm , ni r;1, r Cwssic a d Srr d, Star Nominal W30 $ &4.eL,,V ot&gwt 01uad Ywded 12J3110= Ne . we pO44'te E @ Flban loco Single ]ox Open Cum d3 3 A Florida Departrnerrt of Business & Professional Regulation Fepa 1 d, O Cnsxlrwg10ut3ii X"figuratim) 14 n Theme. Tru Floe, ClawC and S,YY;4n-Star M dual 6&1139.15 dsluotlmpac7&qudt. r3laaey Niiidea I2131 F?02: n40 vet Yes N,A 2t» n CO"po id, Eoge Flwg+as@ single -w w to c;u,ledNkldcdGpo old,allirtel;i(ans..4rranutslwYrrg aiding Codesand Standards Product Approval Application Detail Xr 0+. w CX0 conllguratdOnzj 1-. O Therrrna-Tru Fiber.C.pss:c and Sn ,om-Scar Ito al 8&a389 &quoi imir ffiquct Glazed rJoided ,21f 1." �iZ: No Yes +cs F.1a Rr/ttil7ia Open _-umpcsrte EdgeFiberglass D-ode Dear with Ix nth 1 Grated Mo=ded Open � 6N tee 1C,. 4 CLiffiY..9[ PAR eta Qn.Cel9➢A �dl tl,rcvdrvyCVtswrsg or''JXY.O xnrgunuprlsi Y 1F pTneinca.Tru F.b-Clwaac and Smou+.h.9Pr N.r 1884398&q pt„I rrip,a r&q+r.t r'ifaque Ile es Yes NA ?tY6 y.-,y�pn M,rrrladvr� !ram Fn arch xn8 a^�-m yalirlalad Br i a(( 5 , FBCAmrow' Agarmagd �y (::pmi'os1le Pogo Flbwglwir Cagle Doo,nth Mol4dwd Open 9rdlita(sp ,Inawingl(.)uisaang,. XO. C)X o,r C,XC rof umucns i Fk-sion ', 120 Cu'nesLds.ol AADG In, Tom Relay UL LLC Tray 8tl7Rap F.E 1210R029 12M 112 0:11 IWIIr"20 µurn -of Dws Category: menu WO tom ea,,gui. ia5a, y4v-Drag 59LIbCuawrlc Ert<nw Der Ctnperlrnly Iqn rryygesae eblC/f_Lo I' gTherr,p Tru Fit*, CLsac and 5nco:n St., Nor at W+ * 6&yuotl r•,uactsgwt, Gplque 11f31,=2 140 Yes +'es Iua CoIntAl @ 1111011104 Catrk.tia+ NarK(r Lma19 R Co ( Edge F1b@r,T ass C t Ie Cool .11, Or weft i G4',;•IXd Mb@d oOpR, Y-@Iles I'ns drg10uTswtg XX w OA2e oa-^hgur:[xxin; FLJn1a:;!-Ra Pvdoda �g RgmLKa Mean, tA,annr rY wnm OaMllty Acsura.rx PDbrra'wRd fur Use LgR1isidwt PIX Use Impaasist & �d /ice ■ ■ CYYxY X1 131f s Ora t h! $V5 gg ., YitfildiS 507. 7@7 7'ZT 147, v57. ne. mid �a4T Barge brig Peas d frus0. ribteO, snb Lourered sin aYo ono pans U t 2i}11Sn: ;� Les �r es Yes ruA � Li..�. APPLICANT SIGNATURE DATE Doorsnaeoir medal doors 0 L Florida Department of BYE rless & Professional Rogu a 3d Fs� • a + 19uiiJiil9Codos and Standard hbraA:, \ \� LIJ 1r5 Product Approval Appfic~ Detail /'- Florida Department of Business 8 Professional Regulation Page 1 d• Binding Codes and Standards *." Q Yax,�n '- r1 r-.. Product Approval Application Detail I- EigitYar M76& fits PeNenn �' Ra rsasRe nf;A! IKanLif ;n{.p 4'�,r,1 psdnewai-L s VAldifed er .Y�iI H[c9 MA110syal dl ti R J R<Ntgn J2J mGTlnra, X:ea Me Wc•.,ai a4errli0arla Lit Cn CEP B 11YmrJUM i�,C -SAL itJt9.0: ,p /.ry2r71t t: ::aJ Akra•C4 F.1 .. JD _ �. Q C-gary i teriw (Sows (94,; 4W 0,00 f etfi 215 :59a slt,Cregum Skin@P.hr:c. Duo Assemh9es pvor5h�pglrnls,sale,c Orb ,,\ - �1 lw^.. r - :` (-r (l \� 1" ' Pel Dsnu, Dar. Penano Di. It2R vsvnn aaan r yc S� EraiRm&License V Hill, Xddk d 560� Feeagwwa � 51,1- � C-iplsanrt Marew. Zvoriraaon teen p tini 1 . 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TA:i,r, 1 Ilia I x': 4,'1t R,;'re 4rr1 with EaYla ^v' 1 is <t" era. aisle r,°r,ar vcau latix'w'IGt, Ga:IP�t a �,l>f7.(l:2r Ya•, 'r'rs rNA tflA fr.m 0.Q25r Aluir n 11r grrY:l@ .%.hX_}t(.'d9.r 7,C..Xr) �,':,,,nft3uArt.Fari _. a , 1. 1:ahiK9r R,.d llnr}grM>-y-s.n.5 ir'IC C{.HS!%CZ.1 ,^ .... .. _.. -.., Plxarur­.ay,l�reri3. i�...e a«Fri,_. nor J-•�1,_ e:rm.,'Y_0..� . -. .ice ;, ,. . r,y. ,r.,A ,.. h1 1:htdti_.:s�franeEa"rand .^C gr- .,yP✓S.G : NC, `Its WA -115":.5 €IariSdTtFa-,s i: TA #_ n. _R,ii P3>'T,. sit€. et,.'Ile 1� jr,,_ gd,ri r.731<-..Atolls "Id LdINPirriTil Gavle kr)-eL`<"rt v,i Yf Na'A ti $ I11 ,°:+' P card„ 1',pP F V 1a Po'!ne JG 91 ,rl Fkifie roe 1 p Y 3o Orr i; „Wr l"P li*KX *FV1 nldnii elKl:)f11r3rriX; -i e:, 'fM.a: NrA WA Florida Department of Business & Prorc33lcnal Regulation i _,,. , IF Fiords Deparilli of B+.asinoss & Professional Reg.arntlor+ PiliI cis Florida Department of Business $ Professional Regulation P g & :1 Florida DBpartmetlt of Business and Professional Regulation Building Codes and Standards Bu1°ding Cate and 5trarriards rrr,`021 Building Codes and Standards 1r,Mrlrt.! Building Codes and Standards 315iii : Product Appur4ai Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ■♦ ��\ v - Fl„wigi'ia4-Re ra'je, r,=x n R,r.n,n.. ,h l.T,r 'I ' x,rat%uTc r Zmailcn linky i, 5?:sAne r.,sa vim. and FA, Rai' .-.,.u,..,�,.,. n _ _ err 5 , tt._r F ^s _. _. _ a-., P� kvt a tat a _H1rtY _ �Wle oi ✓ s „.gu.III �,5°mrldre - -. , .. .. _..-y.a. 1 °„_,-..- <.:.,.. PI,t "'sgYS.gng F A,raa.ti:� t ... I.... .I. ,.3 out11 Aanr„�;_vea :..,:.,,._ 1.:, d „ 1,... . .: I. ,-y. n✓-F,a := yr_ ,�:1� ,ter., re.-_. a der° u ,;ri c, :, �. :Yi . �H,nu.. runt, [,r Cwi,"I ii damn a.-1L c,,,,, 6v". _nh.. r lPri�n �:,. _, - .. IV Xea^P_-Jn r'ra9 J,... _.k_x u„ a,nfl ., Wa. .r Avg ,qw. + $,�;t 3t -knit. d -r. 1.1...J..- ,9%..Y�._ DA, prieup y FeG Aasilin al gee Ali Prold '11!L>`'flp;1 ill" At%t3te,�ad FLSf5:77&K6 : Code T= V$�1Pti !':MAN sgid ', 1 ' PM1 ridea9otl '2i3� lta�a otwCibn PYgaYCtA., LLi.,. Ern,try ,figgjg�;p, r & � icium � I Tarn leafs t4&sn VW&nai A. 7aae,.r,PE ,:Ahn WI NnR2eVnd1. A°E Dal Date [late Pandins Data � F@C ADororei Saul dGR1a,"ETj,�] [15&r<_?�Tp ti1u1.�3� �r}a"�(a2o YtpprCVlld 1r) L. (D FL#�{�+Si9-R3 QM Entilw or 2M 20 2a 2= slat VOT,gorylR ,A,W r.rltf hike, I -r a'_S2 ,_1 44s4 r-+I J-), -"9 t - ,,, as I,C -irr',i 'd'SAa111id Cat wSeLiftai (00i SSA-PN0 PE-44167 (9'S4)77?b2-'4 T "y� Rensian We stun Manufacturer Con et .Engineer & Val!datedEl c � r�aLYGLA�,S Uu,4 wtaury'Alpert License John a"J Validated 2 s `f tQ,r.c. t1iU Sukrmined PendinO, AQDIOVed ,kPPrrIVWJ ' 2l`2 y ) t 101 i._ <t+t _: FFF61. 1 �jt rjl'r EI'f� ^sr,F .Doty R 7 oAr[V ,✓ h,,a, ea,'' 1r1 +,S Ci1 :PY,.rl of to P+A1f1.r g L, Wet L 1tl a, re Mtfn x:a I RaF,ed Sv"Hm^ a KIeI.Oa a .e,:<r,Ir1 C_ t rr tt , Crr�rt,l t wdR d > -rr, ,._J,t f. Ti:n a er � .,, ,IY 71% ere, u11-�rxh:--: n sYbe+tegoPy � pan� conplance MetD�' EVawl i0n RCPQrl fiUr::, a Fmroil R6 twedA.hiteci". Llrvri Fordo bmroblmsamogh�^ com ' fire S95A:?'331"30`••°maN' Category, Rao g v p 1ZtlP yg PF e t."' :a&N-rxar"1 Rgl,'va rt 1+iVerTtiaerf I(nel+eti' C y Y C3ltproval I + 17Y,F5it Ft,1 .T,1c.1 a I_k?nsa l rl rkla IlFd-�J, P'C 5 },al E,.I, reed Subcategory: I. Jrlderl'3't"i11enl, PE-1,59168 t9541772•6224 11icl, CW W-UlllY.-fdefIlial rwlaavcvl:YslGngarx-- .'1a Fra133=10Z Qualm USE= AaI Wi 6. raVdifIX V5; per. Pl.tWyll-R6P-%41j S Cam idence Method; p Catdaty As,AUu ANit P T1 . tow_ sr AY =vau °1r !& nar(,Lrg} 3w lr, P, v b n w tie a W=, c,l, .,,t-. ;"I r ,,. n,rr s,lr ,r;'e-u;r Eryll, sr. ps,Y ,-, _t ^aril t c cr a . t . FraN vrcf:r FIT,- _- ,,,7.,1,o , er Hw t I. ..16 H%W Yes aestft ld NrA �tauu nvp Sa y Pryfucr; Model, Number or Name Ijp a��,yssunace r l ill Okolvo ed Am use lialim ,cattalo Protlud'Desenettdn Contr#Ct FDrn#ration Ltsta in l4WN:2 'UYtatde klari2 Re�taM Pressure �^aluation Report t phi-�a�4 r - n M4 ( 9o1;_q ,ylt( fsS yauirs "'id '"I? 1 4'C--";Nos=�aivan;aea :7ccl 5"luvrn Far+ela.rriYf4c a"nrTu�lra eled'asA'anrY.m1 "artgl :suxt,r F'aaad: a+rbirt._d 12: 31+2e72:! r'r'a-s, '✓ors vas [r'lA ' d Fbttda RCgMStE`rC'd 1 L,r,k ,�'^ G'-4 IF III y It Cr.-k Tor C'ri-4 ILnu Fl+ddn• Fr{:3,.rr.:prbnrtr F'inanc n,aol'lmrvr _1,.'wgr z:. Nc ,n• :'y:,:. „ �. r 1- ,,:> - aP ,. :da4e ,^,,aY.e !'rum&''.n1/°,n AI,:T _ =•p,- '.'YrfMrr. c::a. 1 Ir`'1-m n. -.:A I+" Ye, N.'A }®;A vmt IvOXN to ssvidE r,,,Yr�.r'rr roleribQn. leC uY r u �� Arcitrtec� or a I Ir_.ensa?,d PG9t€`sCrUt1`d= �. t,(achlw, ,es,l,'.ht&,r:ay, t. t,/+!A ° `'.�nr. .- 1a. <a. nr-Si,!, via +: r i kr. A tr h k0 1 .. ff`r, pl rrFTi F .::¢ t f 1 , 1^la rl Nn_ ai i ,.w. 1 f 1r5 n Ni, rk1 Y= Yes NIA NIA WA NIT, - 24+:;a7a 1GaViranr2ld st"I `.3t ism F12,reIFuNH,.'t TZ CCorn tinted GaNwrtzwd wel .C°r`P'bfril Parri ll',ktaini 1. 3?r2G�' na area Idle na,rrica bin t try a ..:• fd {k'py=, r°Np PfC$f�Cta No Yes Yes NOA ,E-•IrUr?ff_3 Engineer -° von l ,at` '. Sin d inn-ufr,.119Nn a1. t E•a , a rx Po r b t , 1 :IJ t„n F,"R2 N! / T„ I 1 r, _1,WINI rk, rap r,, ¢i NPA MrA Fro R,,A k,dA \ R,q r �' T FL05269-R$1 Products A.�m€ranch FI,NXIed for Uea Caug.49 Exniradan in HVII &rxato 91il der augi 11M wVFQ )pewD*td�1 Rosi r e • � 4 AUGf.�fe�r q/ 22 At � w C!� Produ,9 reo8el, Raartber' or Narr�r Prndara pwacrt lac, 0*9 - Polyda S RDofUnderbyrrferlts Rooing underlay'ments 11,3'211'2022 tlo Yes NVA -INI,i '-ti22.5 7 Y ' 'i Polyaffass Root Polgiass r"incerlayments4w use FBC12:'.2s,�"'u23 Yes No NIA wdf i .. 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I_"I1 :'"..ed,al- 1:. t•:.'.n'LM.W.r." 5 .n"e3�t,.q�.4 ",;-. 1 r,.t: a-.. ! .>1,t'-3r:tt:,'A ;O :a M"lUCir,.r. "Ivr»t"er o- tks. �+L`W111 N• t UI stirs Z J �R4 •wi pia.: 1r.l,, ! e- -.- • - t'T lip L -.• J L11 . t T--_ t TH F� P "r!.rrr .,,,r 'r:.rt- ai 3:t tR' ibc, o Div! s�1 o-,. a - 1� - ,iI; 5 dr1..,.,.1or ._'s -D Y1,a:r r, Ord"1,1!5T ;:.,*,'p,,fK. ll,'+.,L,,w;.I% 14 1 - -: H.f,,,.,.ti . P-PA, 1, _ -11- A, ,, fs�D CDVA,r•{ F.}='A,:, ik. a.?."!. ^ P,.' .' F T"',, ".1 rIP a ,...... f 0," P:)n", j -_-'..k it., . �ax_-j5ud, J-[�� .'�cr AUG 2 4 2 22 . • °.a1•,,11„W9,'r.',"HL..Fi. _x_�r i�1.� , .,n..,°I•.te"•q,.,1 a .,?.:1 .,, .�^et,.r'in."'>'x.:•,,g'.•r;r o- viATUAL ''AE' 'I. I I5S • ' ' ,n 1. ' ,4 -- SHEET NO. 1�1� r A:`tl� i 1:4 i ie, f ^r �, r ccr� :;J ' ,"�' �l ,j _ 1, rr1t I , I :h i ,.,.,.AQ March 15, 2022 PA 1.2 ^ : t 1 -411l .- I � I I I I I I I I I I", I1q III I I I' F I I I I'' I I I I I I I , 1 11 " M11111t -F. - .. I , I I I I I I 1 11111 1 1 i i 1 P I MJAMh 11LAMI-DAMF C0TU';,n._ PGT Indusmies. Inc. PGT Industries. Inc.PRODUC T C ON-TROL SECTION PGT Indus ti ie s- Inc. IM05 su'_'d SZOR Room 205 NOTICE OF ACCEPTANC E:EVIDEN( E ST-B-NITT TED -NOTICE OF ACCEPTANCE: EVEDEN'CE SUBAITITED I)EF.kRTIZNTOF'REO'L'LATORY.4-ND ECO%-a%UC RESOURC ES (RER) SbamL FlorecL,33175-_'474 NOTIC I Of AC EPTANC E: E N-IIDF-NC I SUBXffTTED SOMM AND CODE ADULNISTRATI ON DIVISION* F�7,Vi*,115-_599 1. Evidence submirtred under previous NOA D. QTALrrY ASSI NCE TKk NOTICE OF AC'C*EPTA_NCF_ (NOA) A. DRAWFNG-S B. TIE ST S__ (couriuued) 1. Nfiar& Dade Departurnt of Regulatory and Economic Resources (RER), PGT Industries. Inc 1070 Technology Dnvt, I I -Anufacturef s die drawine3 and sections XI; es-t. M FBC . TAS 202-94 Test Tey-ocir, or, 111ir AInfiltration Test. North Venice. YL 34274 (.Siibytiifted;i?ider.%'0-4.\o. 11-010-7, 0-4) 1 Ulliforin Static Aff Pressure Test- pet- FBC. TAS202-94 E. NUTERLAL CERTIFICATIONS SCOPE. Glass Door 2. Draiving No'-NID-55"0-0- Titled Shdtniz NOA iLMI sheets 1 3 1 Water Resistance Test. per F AS 102-94� _BC� T - I. Notice of Acceptance No. 1.".528.14 issued to Vision Fxtrusiori L=ted for their Thit, NOA is being iisued under" the applicable rules and reeulati.. the me of comtrix-tion materials 1"he -es thrtxigh 21 of 21 prepared b-, amufacancer- dated IL 0'0 If" 15 A d Ited 4- Impact Te�l perFBC, TAS201-94 "IN -kite Rigid PVC Exterior Extrusions for Windows and Doors". dated 09.4 3.14'. documeatatic,ri submitted has been reviewed and accepted by Miami -Dade County RER -Produc t C"ontrol !Sectiou to 04 0 , 17. simed and sealed by A. L%-xi Mhhe_­� P E f,i 0o-clic Wind Pre�stire Loading per FBC, TAS -103-94 expifmg on 0930:19. be used !nN.bami Dade Cousin- and offiefarea-, where allowed b,; the Authatir; Hm-ia-- Juri chcttcu iAHJ'1 6iFumed E=7Tt l PerFBC.TAS_102-94 'N 2. Notice of Acceptanceo. 16-0920.08 issued to Vision F_xtrusion Lmuted for their This NOA shall not be valid aifet the expiration date stated below TheINIt-m-ni-Dade C'ounn- Product C'ontrol Section B. TESTS along -,-kith nialk-ed-up dMwing" and mstallation dlaeram of,,M'Vl sliding glass door. prepared 'dated 1 Tan 02 and lighm Shades (lion -fit -Mite) Rigid PVC'Exteiior Ein-usions for - (laNhami Dade C ounty) aadorthe.A.HJ (in afee!� other than.%liami, Dade C cruct).; teserve the rqht to have ib i� I Tes i report on 1 U nif Orin S) t at i c A u- Pre,z_.i;lUe I, es 1. per FBC . TA S 2 0 2- -04 bv FfMe5.*r,1t10D Te,�titw Lab. iric- Test Report No- F_TL 8549. 110615. signed and Windows and Dooi-s-_ dated 1_. 1�`08., 16. exotring on 12,129:2 I. pioductoT material te�,ted foi,qwlity a%ur-anceputposes- If dxi.�o p"uct or material faih to pedortu in the a ccep(ed 2) L arge 1XIissile Impac t Tesi pe r F B T A I> _'; 0 1 - 9 4 3 se, led b,� ld.AL� Orte-ja� P E report revised on 12 04 1 -5, afad 021111 16) C, 1. Notice of Acceptance No. 1."528.15 issued to Vision Exartluon Luilited for thm matiner- the mamifecttirefwill iticut the expense cf suchlestmz and the A_T­U may intinediateh-revoke - tuodify. ol CN, -ckc Wind Ptti-suie I oadingpef FBC. TAS 203-914 TA t �esi report on •l'; Air hifidirat",oll Test. per FB( 1. S _202-94 -Brown C oated (?ain" or' Laminated) '"'bite Rigid PA'( Exterior Extritsions for suspend the use of �,u-_h product or material within their jurisdiction. REP re�er,•er the rizht to. tevoke this along with marked -up driwmgs and iftil a1ionon di iguan: of -,w;l slid iag ffl.-Is,� docn. prepare Umfonil Static Air ?res�ure Test. per FBC. TAS 202-94 6 Windowsand Dooi-s", dated 08:13:15. g On 00_30�1 19, acc eptance. if ti it� detenritiled by 3vhauli-Dade C'ounry Froduc t Control Section uon that this prodder Or LiLiferial fails h­ Fenestration Testing Lab. Inc. Test ReDort No. FTL 8-1-. dated 12 07 1 >­.Fiied ar.ld Y ;';'V1_atej Res. -stance Test. per FBC. TAS 202-04. 4, Notice of Acceptance No. 16-0 12.02 issued to EIKERGI Fenestration Solutions USA - meet the requiteinent, 0 f the applicable building code. Thl;,prodiicti,apptove-da, de;.Ctibed heretu and has been designed to coniph, with the Flonla Burldmg Code. - �()j - ,sealed b%- Ida almis Ortega- P - E - I -Test repon Te"'Ised 16 zaid 0-' 24 1 - At 41LarzeMns ImpacTTt,,tXFBC.TAS20I-94 Inc. for their -3040 and Lightei -'T.kN - Shades (Non -'it bite) Rigid PVC Exterior ine luduagg the High Velocity Hanicaae Zone 21 Test on 1) Air Infiltration Test. per FB(. TAS 202-94 C Y - Y,Lc 141k'md Pressire Loidlngpex FBC. TAS 203-94 Emn-usions for Windows and Doors" dated 00 i 15 16- expiring on 0_1`0+22 1. DESC RIPTIO�: Setits - 4f5'4'.`0­ Vinyl Sliding Glass Door (Reinforced) iv,wo 901 & 135 coruer,,LAII. 2)U niform Static AlPressi ire Test. per FBC. TAS 21' )-'-,)4 - '110112 tvith aiuked-up dr-aww2s and installation diagrani of %*mvl sliding glass door. prepared 'dated 5 Notice of Acceptance No- 1""7,12.04 issued to ENERGI Fenestration Solutions USA. APPROX*.-kLDOC't'�HN-T:Dra%N-iuvNo 55"0.0 Rev B. titled Slidni g GL-t.-, D oo t NOA (1_\fY_ -aieeiz Water Resist-mce Test_ pi�!r FBC, TAS _102 -P4 bv Fenestration ie�irillz Lab. fnr­ Test Report No. FTL 81552. 1204 15. swiled. and Inc, for their "Bronze and Lighter Shades of C ap Coated Rigid PVC Extetior -NED- - 21 4) Large MLssile Impact Test per FB('-. TAS 2,0 1-04 sealed b,,- Idalnus Orzei,�a P E r"r, revised oil 02 1 � 2016', Extrusions for Windows and Doors" dated 091 _5 - 16. expiring on 04116: 20. Ithrou P of 21. preparedbymanufacture%. dated 10-05 151 and last re on 02,01 -'!- signed and sealed by 5) Cychr, Wind Pre,��ure LoakiLi4e M FBC. IF -AS 20 �-64 7 Test report on 1) Uniform Static A117 Pressure Test. per FBC, TAS 202-94 6� Notice of Acceptance No. 16-0712.03 Ls�s;ued to ENERGI Fenestration Solutions US.A_ A P.E.. Lea My the.%anu-1)3de County Prc-dixt Control Revision stamp with the Notice of 6) F orc ed Entry Test. M FBC. TA 2 02-1.44 Large N hisile Invact Test per FBC. C. TA S 0 1 -94 Inc. for their "Whire Rigid PVC Exterior Ein-usions for Windows and Dooii"'dated t CT Acceptanicenumbet- and expurttoa date bvthe NNfia1xu-Dade Couan, Noduc patrol Sechon along w tth marked -up, dn. w ing-s and =51;dlar im d ia grall. of 1-inyl slictijUR, gglass� door. prepared -1 i Cvchc Wind PTes,-ttre LoadIng per FBC. TAS 203-P4 08 �10, 17. expiring on 0-1228,4 S. MISSILE NTACT KXTI'�G - Larg# and S=U'Mkifl# Impact Reiiltans by Fenestration Testiiie Lab. Inc._ Test Report No. FTL 8546. dated 11 '06- 1 _5. signed an'05 ong ,vith niu-ked-up diaavulgs and iiiitallation diagani Of% invl shdu12 glass door. prepared 7. Test reports No(s). 10-002-792(A). 10-WN10527- 535753-09. per ASTME-84. Limitations: waled by Idaln-aiuk Orteg,,v P E iTe--.-zt report re�vrs&d on 01 .04 1 J-5 and C", 11 Y! 16) bv F-enes1ratiou Te-t Lab. ins.- Test Report NN o FTL 6638 (�aiiiplez, A- 1 thru A- 2). dated in_ ASTIsM 1929 and ASTNID-63-5. issued toy EXOVA toVmon ExTruston for cellulosic 1. See table I i,,heetD and table 2(sheez,�) forapphcable SGD unit sizess, de-jim pie-.iures- gla ss apes. sill riser (see tables B- I & B-_1 sheet& -8) and anchor Livotit sheets requirements in I I ihru 16 3 - C 7 - Test report on I)Air1nfdtra.T1oiiTe,;.i_mFB I I I Y_ 10 --,igfied and sealed tr; Joree A- C*3uso. P E. IStibiwired u7ider.Y0.4.Vo. H- conTosite material. kand %Ybate FVC'� Tan (Non-whtte) Rigid P%'C* and Bro%n coated (iamited or larnina 1%v1uteRqidPVC'tobe 2,) Unifann Static Aar Prttsiire Test. pel- FBC. TAS 20 -P-14 '1-04 01070-011 (Submitted rwder.V0.4 _Ne. 11-010 ' -04) labeled per f eferencedNOA's eery s_ 3' Water Resistance Test. per FB(. TAS 20 '11 8 -epon on I i Air hifiltrattlor, Test. per FBC, TAS 202-94 8- Notice of Acceptance No. 14-0916. 11 fissured to Kuraray America.. Inc- for their 33. Egress cperable doers must comply with min clew width or height pet FBC'requirement. at, applic-able, 4) Large 1% lissile Impact Test per F B T. k S 2 0 1 - 9 4 2) Unifortli Static Air Pressure Test. per FBC- TAS202-94 -Senn-yGlas I (C'Ieai- and White) Interlayer-'. expiring on 07 04.18- 4. Pocket walls under -A-parate appravaL to be re,.im-edby Building official 5) Cvchc "IN -Mad Pressure Loading per FBC , TAS 203-04 Water Resisianct Test. per FBC. fA'-, 202-94 9. Notice of Acceptance No.16-1117.01 issued to Kuraray.kinerica. Inc. for their LABELING. Each unit shall bear a pet eat label with the manubcruter% name at Woo. cin%state and-wries; and 6) Forced Entry Test, pff FBC, TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 Uln-aclear. Clem- and Color PA-B Interlivers-'. expiru-ig on 07,08.19. fol.lowinFutateutient.- "XLami-Dade Counry Prodtxt Cotitrol Approved".noted heirein. along wlih niarked-up dta wings. am iiiiiallation diagrain of vinyl sliding glass door. prepared 5" Cvchc \'wd Pressure Loadzngpef FBC. TAS 203-94 RENEWAL of this NOA shall be considered airier a renewal applic3tionhas been filed and there ha,, been no by Fene st ration Testing Lab, Inc.. Test Report No. FTL 8547. dated 1-20415- Signed ancl ' 6) Forced Entry Test. per FBC`_ TAS 202-94 F. STATE"XIENTS chaneein the applicable building code negati-mly affecting the perfonmuce of this product sealed b-� ItIalmis Ortega, P E. Jest report revised on 01 14L 16) '71A along with mirked up drawing,, and tristallation diagram of lanyl sliding 2L d d ass, 00f, prepare L Statement letter of conformance with FBC -5iiiEdidou (2014) and FBC-6thEdition TER_Nlr�ATION- of thisNOA will occur 3ftei the expiration date or if thane ha,: been a reasion or change in the 4. Test report orl 1) Air Infiltration Te st. per FBC". S 20 2 - 9 4 b " F eneii.ration Test -012 Lab. Inc . Test Report N o FTL L 63 3 7, (samples A - 11 hru A-15)� dated - - (2017)� issued by nimufacturer. dated M1417. signed & sealed by Lynn Nfiller. P E_ - matenali-ase.and'orniwufacweoftlieprodixtorpio7c,es-, "-'I Undonn Static AN Pressure Test. per FBC. TAS 1' 06 10- ;_�_zued and sealed bv Jorge A. Causo. P. E. t5itbittifted under NO.4 Vo. 11- 2 Statement letter of no financial interest. dated 04, 1 & IT issued bv niatitifacturer. signed foi- males, advernsing or aw,� o the% purposessball automatic ally tenuinate thh- 'NO A. Failure to c omp 1, - with awy 3) Water Reiistance Test, m FBC. TAS 2102-94 & sealed by Lyna Miller. P.E. sec tion o f this NOi Sh" 1,>e c sure for termination and remv3l of NOA 4. 1 L uge 'IN ILs s d e I mpa ct Test p ef FB C_ TA' S 210 1 - 9 4 3. Letter of lib compliance_ part of the above test rqvrts, .:kDVERTISEMENT: The NOA nuuber pieceded by the wordilklian-Li-Dade C ounry. Florida. and foil-mved by the -4. ) C% X, hc Wind Pressure e oad in, 0 M FBC'_ TAS -) 0 3 - c; 4 C CAU ULATIONS 4. RER Test Proposal No. 17-03ST dated 05,05,17. signed by Ishaq Clianda- P.E. expirationdate u=y be displa-yedw advertising liserature- if anyportion of tt-e NOAi-, dispim-ed. thee it sha 11 be 6) F oteed Entry Test, piff FB C. TA S 2 A-22-94 a CV -SLS. - -ing ivith FBC-2014, I Anchor verificat lou cj .1alloas and stnicwml anaK couVly done mits entirety along withruarked-up drawmizz, and imiallation diagraIll of %-.n-;] sliding 21ais door. prepared prepared bv PGT. dated I _1'09 15and last revised on 0215 16- sighed and sealed by G. OTHER INSPECTION: A copyofthis entueNOA s1mll bepro-tidedto the usierby (be niatinfacruirex of it.-Idumbuictrs and e by Fenestration Testing Lab. Inc- Test Report No. FTL 8548. dated 12 04 15. signed and Anthon,,-L. IN-1,11ei- P.E (Subittiaed nru1erA_0.4.V0. 1;4210AI). 1. Notice of Acceptance No. 1.5-1210.0t issued to PGT Industries. for their.S-enes shall be available for iaspection at thejob site at the request of the Building Official. waled bN I d ahn-t, Ort eqa_ P E f Te,,,z rep orl re,,�Ised oil 0104 16 and 0 2 11 � 165]1, 1 Glazing coall)htswit-h ASTNEE-13W-09 ­5;70,1770" X e iring oil 04 14 2 1. _inyl Shding Glass Door (Reinforced) - LAIJ.". xp Thv� NOA revises & rentiTs NOA*20-0419.05 and comists of thi�.pq7e and e-,jdeWep3ge,.E-LE-2.E-_;. E-4. E-5 & E-6 as well as appro-ml clocurivut mentioned above. 1. C haub. P.E.I:h2q I. Chanda. P.E. Ishari I. Chanda, P.E. The subanned docuniewation was reviewed by Ishaq L Clianda. PE. Product Control I'Lat 1.,uP*r-.-i1*r Product Produc r C ourroi Unit Sup#rri<oz Product Control Unit Supervisor N-OAN4. .11-0.10F.03 NOA No. :1-9:�JZAQ X0A No, 'l-0:0Z,03 NOA Xo. '.I-(1!0F.03 Expiration Daco: April 14. 20'.6 Expirmiou Dart: April 14.:ff!f: '0' Expiration Dart; April 14. A .026 Expiration Dater ApriIl4,.9Z6 Appror*l Daw.\1arch 2F. 2.021 Appi oval Dates Nf.vrch .1 Approi at Dam: \Larch 24, U121 Appr*r2l Dart: March .2-5. 2021 P.- E -i E E -3 PGT Indus tries. Inc. CGI Windows and Door-. Inc. PGT Iudtvtrie�. Inc. NOTICE OF ACC EPIAN< 1: E VIDENC E SUB-\UTTED -NOTICE OF AC CEPTA_NC E: EVIDENCE SUBMITTID 'Now E or ACC EPT.A-NC_ JE: EVIDENCE SUNUTTED 2. Evidence Submirted under previous submittal E. NUTERUL CERTIFICATIONS (continue) 3, tell Elidence Subinirml 3. Quane.x Part SaRej,° Spacer Sri ,ndardcoinp�-Tng -,vith AS77,1 C IS Thera Cond-ac%%-ny A. DRANITNGS USI BTU -in hr -ft:-0F,AST_%I F 1249 VATR-Piis. ASTNJ D30Sf Cxvelen-Piss. F A. DRAW NG S I Drawinz No- -NED-54 70.0 Rev B. titled -VinvI Slidine Glass Dctor NOA (L]\f1­. sheets 2190 I.G. Durabtht,;-'-\,o Fog -Pass. (.Submtaed under prtimns 1113-6140(�05) 1. Dianviriz No. 1fD-5570.0 Rev B. titled Shding Glass Door NOA (U%,ff. sheets I 1. through 21 of'21 � Prepared by n3anufic tureT. dated I 0-0,� 15 and last revised on luroug-h 'I of 21. prepared by nianufactilrer. dated 10�05 15 and last rev on 02, 0 1 1. iced 04,22 210. signed and sealed by A- Limn INUer. P-E. 6. Quanex Pan Durase conVtving with AS-Dl C5 IS Thtawl C-on"itic-i l-.1T-r- _' 22 3TU-111 s.­.med andwaled b%, A. LN=.Malef. P.E. hr.-ftz-`F. ASTM F 1249 WVTR-Pass. ASTIM D 1434 Arion Penn emce-PasSTM \ore This re%lLsioll Colisisis replacement of saine existuig installation scmvwith tbi head. B. TESTS 2189 I.G Durability -No Fog, ASTNI E 5,46 Dtw Point DI-velopawat -20"T in 48 h1__ 1. Test reports on: 1) Aff Infiltration Test. per FBC-_ TAS 210 2-94 (Submitted under NO-4.Vo. 15-0-109.05), 2) Uniforin Static Air Pressure Test. Loading per FBC. TAS 202-94 Vision F_xtnisvias. Ltd. Parts conipl,g .;ua-with PVC-A.-k-NUk 303- 1 `ohmtar, Sl:vcificat-ice . C - B. TESTS 3)`aver Resistance Test. per FBC. TAS -,0;-94 'V� for Rigid Poh-vinvi Chloride (PVC) Exterior Profiles; for Vlsicm EmfuslorIS- Ltd� A -EX- 1 by one 4) Large Missile Impact Test per FBC. TAS 201-94 A. Fenestration Extem Profile C ertification Program (Subinitted wider.V0.4 No. I-;- 5) 0,clic Wind Pressure Loadingper FBC. TAS 203-94 0400.05) (.AIC U , LATIONS along with ticirk-ed-up, drawtU2S and inst allarl on diagram of all PGT Industries, Inc 8 Vision Extrusions. Ltd Parts comph z with PVC -AA' NL-k 3 0-3 -1 21 1 None representative units listed below and tested to quald-.- Dowsil '91 and Dom-sil 983 silicones. iSubudited under NOA Ao. I.5-0400» 05i prepared bv Fenestrat [on Testine Laboratorv- Inc.. ie-A Reports No.. 9 P-A_-AAN1A 303-13. 'Voltmiar; 'Specific-attort for Rigid Clikride iPVC 11 Ex-terio-, D. QT A1 ITY A S S U RAN E 'Miaull-Dade FTL-789 PGT PA'5520 PVC Fixed Window (unit 6 in proposal). dated 09�03� 1.4 Profiles for Vision Extntslom. Lid -VEX-1 bv AANLA Fene,�tratloti E-lizeriof Profile Lilaicir.- and Econornic Resources I Department of Rez RER IFTL-20-110-.1. PGT SGD780Ahuumuin Sliding Glass, Door 4init 7 in proposal) FTL-20- Certification Prograni, 210'.2. PGT CA 740 Alum, Outswing Casenxnt Lk`indo%v (unit 8 in proposal) FTL-20- tance No 18-1217.14 issued to Energy Feni.tration SA �olurion_ U. Inc, for 10 -Notice of Acceptance No E. -NL-kTERLAI C ERT IFIC ATICON S 2107.3. PGT pNNr76_20A Ahmmiurn Fixed Window (unit 9 ni proposal) and FTL-20-210".4. their -Tan 3040 & light shade (non -white) NA-Inte Rigid PA'(-' Exterior Exnusions fear I Notice of Acceptance No 19-030.5.02 isbu-td to Kw-m-av America. Inc. for their PGT PIV76-10A. Alununtun Fixed V'tudow (unit 10 In proposal) dated 07 1.3 ) 20. all signed Windows and Doors". expiring on 02.04 21 Iroslffolx Ulfra(leai, Clear, and Color PVB Glass Inteflayers­_ expum2on 07,08:24. 1 and sealed b,. Idalmis Ortega. P.E_ 'o 18 Solution` hw� for 11 Notice of AcceptanceN -012' ..02 issued to Energy feneitiiuon Ic 2 Notice Of Acceptance No 17-0808.1)2 issued to Kui aray America, Inc. for their their series White Rigid PVC Exterior Erm-usions for- WilidoiidDoolsexpiring •SUGlass lnterlaytrs expirnig m0704`21s_, C CALCULATIONS �ot ce o'.Acceptance 'No 18-1106.10 issiled rcv%%,icqi Extrusions Lmiited for dr-ir-Brown l Anchor verification calculations and strucniral analysis. conVlying with FBC 12 Notice of Acceptance No 20-02103.03 issued TO Enema Ftne-sMatior, Solu_tivn_ T_'SA. IL-c for in - C oared (Painted of Laminated) IN trite Rigid PVC Exterior Eyrfu-sions for' Windows Edition (2020). dated 04 2-220- prepared by manufacturer. signed and sealed b%* their 'Brolize & light shade cap coated IN-hite Rigid PV( Ext-�rioi Extiusions fur ooi� - e. -109 30 24 and D expiring o. - - Anthony L-ma.N.filler. P E Windows and Doors-, expiring on 04 16 25- 4 Notice of Acceptmice No 18-1106.11 issued to Vision Extrusloo-5 Linlited for their series 2. Giazirig complies ASTME1300-04.-09.42 and -16. ­X'E 1000 Tan 2 0-1 an d ligh(e i shades (-Non-Allfite) Rigid C ellubit PVC E itetior D. QUALITY" AS-SUR-kNCE F. STATE-MENTS Extimsions for Windows and Doot 5-. expiring on 1220 ") 1. L Starenlent letter of conforimace to FBC Edition i 202(j)_ dated C4 0-Isslie-j b..- N.1fianu-Dade Department of Regulatory and Economic Resources tTLER). i. luf a.c turer- signed and -sealed b v Ant honv L filler - P - E - an _\11 F. STATU N T S E. 1UTERLAL C ERTIFICATIONS 2. Statement letter of no tlumcial iliteres-1 and of mdependenc. issued 1.)v m =-facturer. date -d I STarenww letre, of conformance to FBC -1 Editioti (2020), dated 02.1)1`21. issued by I Notice of Acceptance No. 19-030$.,02 issued to Kuraray America. Inc. for their 04 18 XI. signed and waled by Awhotr,,- Lynji N Wier. P E. =iufacluf en- s kpied xid, staled by Alithoin- L ' ynn.Xiillei. P-E -Ti-osifolt Uln,aclear. Clear. and Color PCB Glass'luterlayers"_ expiring on 3. Private Labeling Agreement docurrient beT�Veeil PGT. dated 03 3( 5, wid sip-ned 1)-v all, F�-i­,3te Labelim! Azreement dated 03 0821 bvtween PGT Industries. Inc. and CGI 07 0 3 '2 4. involved parties. and 1500-n- Inc . signed b%, Dame 1M. Rum-k_ P,E 1%'PEngineering. On behalf Of 2. Notice of Acceptance No. 17-0803.02 issued to Kui aviv America. Inc. for thew 'oot"', coaqxamies "Senni-GList (C lear and Nlbte) Glass Interlavers". exprm g on OT0.4 ".3 G. OTHERS 3. Notice of Acceptance No. M106.10 i�stied to Vision Exanistons. I_Lnuxed for their 'Brown Coated (Painted or Laminated) N%:"hite Rigid PN'C- Elteliol, Exn-usjolks for''l indows and Doors ­. e_xpiring on 09,30-24. 1. expiring 04 2 1 '2 1 RER Te-st proposals =19-1155 dated 01 10 20 approved b,; Ishaq L C 11,did I P1. expuUI-0, G OTBIRS 1 -this. NCIA ievises &, renews NOA4 Z(II-04Z.4.05 (PLAiv CGI). eV.iring 04.14-26 2. The ourrent ai.sociated PLA C GI fOe =21-0205.01. expiring 04 14 26. AUG 2 4 2022 4. Notice of Acceptance No 18-1106.11 issued to Vtuon Exinnions Lmut ed for their A 14 21. series **VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exteiior Extrusions for Windows and Dooti-__ expinng on 12.29:21 CA ' r .. 41rtu-" . 14 . ,,�:. - � ' h Chaod:i, P.E. Product courfol I'ail 5u"r-%iT*r N'0A ';a Product Conmol Unit Sup#r%isor Produvi Control Utut Sup*rTi:or NOA No. -NOA No. Expiration Diiv- Apni 14.!0!6 _j Edibull JY Expiration Date: Apri114,.'0:6 Appro,_fl Data; March :4,20:1 Approvil Da ct- Starch 25. 220!1 Approv a I Da it T 'N izt rch ! Z 0221 E -4 March 15, 2022 E rC� Cn CC3 CCU 0 > 0 < 0 L_ CL Q) U) < O i LLJ < (D a_ SHEET NO. PA 1. I . - - __ 1­, � - t-1-a-Eco IN�L rLLJT M-SItING & ENGINEERING COMPANY � I , . . PRODUCT EVALUATION REPORT REPORT NO.: 20-0729.01 OATF' juy 28, 2020 PRODUCT CATEGORY: 5,Irftrt PRODUCT SUB -CATEGORY: S;(Vm Persia PRODUCT NIA.ME., 210 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Oil" Ppolaoicitlon.Products LLC 46DO S-W. 51 Striae, D3V*, Fk'Yrd&33314 1J3_U1tF_QSE_OF EVALUATION, This is a Product EvatuatooGn Report IssttcA Oy Walter A,'nlllt. Jr., P.E (System 10 # 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20.3, Method I 0 of the Florida Department of Business and Profiesslo" Regulation This PrrALr`I it t*" ISSIi °d an Cvaluatson Report as descorlhood heraic. and has been verifled lot mmiuluarwe In accordance with tree 2020 Seventh Edition of this Florida Builtitnil Code, am to verify that It* procl.iLl is for the pi.irpusti Mended at least &Qtnya;enI to that mcur"A by the Code This PmdtK-t Eve' Repoli shall'tesutiert lo revmwand ruviWon �vi casc- of 0 Stj Idif.9 Code cir 4-inqc that may afo� its liornAaborrs and conditions 2- EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT tP.E,D,1; Drawing No. 20.176, tided '20 GAGE GALVANIZED STEEL STOPJA PANEL". stvieft I thru 26 of 26 prepiartiod by Tiluico Inc . signeod and Scaled by Walter A. Tillit Jr., P E.; calcorl 07/2812020 This dra-.ring is an integral part Z , q4I to Evaluation Report ,� ".. . , i , , ,., � '�*'��,�-,,� _��.�./',(/, - .., �� . , , .`� " � ,tc r'Nse -4.14 'N , , '? . I I I *,* NO 441.67 . *: ­. `Io`',%� J,-, 111, :* I,IL , -,, _,r.;4A.r_ . - - - kl�?C_,- - ,�tr--,v11-ejk .j, ., e�- ,. . % 06, - h 3t' 5 N . A i bill So, tr4Suite 3(0. !A,mo ii, I 1. 0 r 0A I "; b(i - 1111111re. (3505, 1 8 73 I - 1 5 '10 - po%Z'{ . Wi ., 11,%)­��,i,,, 11"HOULCI EA 0A.411 It^- ituvIoCL4u- ltjL;Lu : 2.2,, TEST RE PORTS: LArq* rf*%;k- inipact a,id livigue load testa wwo perfri4mea LrriderPf0tocots TAS 2101. 203 as per se~ 1026 of the 1`4orirfa Building Code Liniform static k)liolt, ns per TAS 202 Protocol Test rc,aorts precoared by Hurneane Engineering & Testiong, Irw-..ReponsggC-569dated OEtfCcOIg",$t96.5'roastva0g.,IWII"(!. 11%-T30 natedO15,710MeW, sli three signod and sealed "yttectorkof Medina P E . FiIt,00stration Testj% Lab(Aro%Usy. Inc. reopcilieN 2032 dated 04.16AWS and 3W 21213 dated 100511998 wariesoi;*d ny Git"r, Diamond, P,E and Rep" No. 0219.01-09. dated M.vch 4. 2009. signed and seated by EdrnundD Largaospada, P E and Henry Hanem. P E Tensile test report No. 9CM- I 97 uy CK, hiaotailtiorqicji , inc., dated March 1 3, 2006. signed an "Allad by, Frank Grate, P E 2.3. STRUCTURAL ENCANEEWro CALCULATIONS: On 20 Gage G41vinized Steel Storm Penal for maximum perND4 length vs 04e6,ion wind lead. as well as ma:.amm ancroor spwmool vs ocsqn vonod Iong rend panel , length hasalt on ral,onal anol cenropitralive ar.slysm am r accordance, with section 1616 of the Florida Building Cade Calcufaltons plapared by TiNeco Inet dated ' , I iO3V09 am 03i'2115. IrlQreood and weiv-d- try waiter & Til lot. Jr., P.E 1-MISSILLIMPACT JRE$JS_TA*Cf_ Large missile impact under 3action I 626 cal lhu Fkiruja Butinng Code, as per TAS 201 Protocol 4. WIND LOADS RESISTANCE 20 Gage Ga varizftl Sf*roI Storm Panel has nerori ,•f*Msn::: to bustair wtnd pre-iiii.irws, kid4ownt panel terogilh shaR be de indif,31ooa on stems 8 10,14.1,15 If). 19, 25.3,sa 211 of 26 of Product Evaluation Document (P E 0-) drawing No. 20-176. MaxirrurnAnc>v.iiSpa;--,Vshal:tee a&!rKtscate,�dart s."ots8,io 10.11. 14, - 55, I 7. 16 19. 20 25 are 26 & 26, of Pmdtr,l Evaluator Docufnent (P E D ). drawing No. 20-176. 5. INSTALLATION: Irstatation shad Le pear',)inrirad sirtclitr in avcxtrdonco%vilh diPtatis indicated on sheets 3 Mru 7, I0 fhu 20. 23, 24 and 26 of 26. of Pfco,duci F;iakmtx)n 00vurilenz. (P.E D.), drawing No. 20-176. Minin'lUrr separation to glass shall be as indicated On Stra" 8, 14, 16 25 3nd 26 of 26 of Prod -t Evaluation Document (P,E 0 ). drawing No. 20-176 ".., ." I -_'.41fl"11-i" ., I, .* e. ii� 4 14 1/" . ­ ­'% AV. ��,;Iq �.� , !rI - . , - _...4­1*-jr - . : I I - % lr_ S-,ATj: rkF .•. ac Vx , ;' - - - - io'. ,.44.1 , ,.- . 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L."ON '. k il�, _4&1` ,�, 4, � rr- -AM" :. �1.9400A *WuW%IG COOL (Me V*Pvoi,ty iofw,!yoo,w 14,11 '_ - - � . _ 4-4­_ �. 11. - . I q io.w., - - , - I 111, . A, 'O -1011M PAML � � � 4ZI57 _. ' � , � I i.A-1-- Ml 1 . - CA= CAL Tq'tk � *��_i rArf " I I --- M_ C . - - CEILJSG OUN vq��-." -.`.1VFA - � - .- I I L I E C 0 i w - C"MW PROTECTION PWROM' LLC-7 77 , ice L. " 1"2 .* I", �---.-7-.&ziiioi-.�,!,.7__ � " . -46 1 - - - • ­­ _'_ - i is 4 I ..... vziw . .Ur - 1!1-* i� -= -=-=-- I_- - _ I �, � � �.. $� . I _ ------ - - , __ ­ - - �. - ­1 __1U_,_,;, j;4*,j , , W. 1. , "­ I . , , . I _ "I 41 L t I 1- sVIL i ' 0 I ON RLrVAU :I'D, 21147,-= 7 6. 10,TE-RIAL-C-HARAC-TERISTICS AND SPECIFICATIONS: Shall be s1fictly in acooroorocc w0i G#rowal Notes am ComMnents Mi,catea on Sheet 1, 2 and 22 of 26. of Product, Evaluation Docum-ent (P F D ). drawing No.20-176. Anchor spcc1ications shall be as indicated on creels ,, 7 and ,I i of 26. of Product Evaluation Dowmnt (P.E D.). drawing No, 20-176. 7. LIMITATIONS AND CONDITIONS OF USE; - i - 1. Shall too stow-Lly in curnp-Liance with Giontzral Notes No. 1. a lit" 14, iridicated on Sheet I o' 26. as well as General Notor, 9 I Ihni 4 ana I I tn(u 18. i n4jiratM. On iihoto! 21 of 28 of Product Eva;valivn Doxtjnuum (P E 0, ). drawing No. Mi 76 pfePQr*1 by Tilleve.). Im, 6W BVKIJ and sealed by Wanot A T". Jr. P.E 7.2. PrtAuct may be ire lied within HIGH VELOCITY HURRICANE 20NES as oo"eo " sectrin 1020.2 of the Florida "Jir,g Code 7 3 Productshallonly te Installed Into pcurwd comroie. concrete tolock. ant) wow fra Tze Structures. Pt"w Evaiwalicro Report prepared wy Watler A TaIdE Jr., P.E (Flor"cla Locense No 44 167), President of 741tica. fric- (Fiotda CA-00DS71,D) ,4�", a ;, I /L I " 'P, r-. .. -_UN1 .�P 1, t'.� - 1 " , 4 * 1 = � . = I 1; .�o - 7;TAITE `I: : - x I . . - . ,, � _a.- F - - - -- , � ..�-!, I cz,e'-Jtc.qt �0 " .. :4F %" % . ll. . . � N i", r,* .1 :;��( i ), 1:. '" �1-11' t000k o"i" rL- j * T,. 7FC0ADWDN No ,10902, P a RaPoRT x .,- OnAi PRO%t T-uN s­..),). , I, !, ­ i Gkv&)94tLtP,=ro*:4m,pAmn,Dq".,alpIFS'utwIAA tC1on*o" / 1 � /,--I--- --- F-C I 1I.,\-- - LT LLIT TESTING Co ENGINEERING COMPANY ., , - � :1 11. ,a P, : , . 1111101111 < I I \Al I \I 10\ k1i 110k I _ .. - REPORT NO.: 20_0727,02 DATE: July 27. 2C20 PRODUCT CATEGORY, srlullejs PRODUCT SUB-CATEGOIRY-, Starve (Panel - PRODUCT NAME* 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48CK) SW 61 Street Dame, Florida 33314 1, PURPOSE Of EVALUATION, This is a Prr.)dtA-1 Evaivatic,ri Reo,cirt rsskaxl! tw Waltw A Tillit, Jr, P.E. "'Syz,t,c-r IU a 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation This f)pG'�dtwj is tvinu issued an Evatuaticin Report as 0oliscatwod hereon and has been vedfwsd far corropolsance in accordance Mth tho 2t'410 Soventh Edition of the Flo-4a Building C,We, and to verity that :he prod"t is for the pu,pose intended Al toast equivalent to that required try the Code I his Pif.4uoll Evakidi i Report sival be sub.,�fici to review wid re vi&nn In wSe 0! a El,oicling Code criarge finat may AOKI its firrootabons and conocl:bons 2. EVIDENCE SUBMITTED: 41 PRODUCT EVALUATION DOCUMENT (P=E.D.): Drawing No. 20-175. WIWI "24 GAGE GALVANIZED STEEL STORM PANEL'. a qfWS I thru 18 of 18 Wstoparwj ;:y Tiltecv. Inc_ signed and sealed by Walter A Tollit. Jr . P E oa'.od 07/27Q1020. Trios drawing is an atiI - in.to�Ig,t1iin.,..,�..7,....jh" ./'I,s Evaluon Report .,� tL1/,"I , %r_f.$e ? t1. 1k . .r . 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If � - �t; I i I _, - ;I-"- I - - � r ­1� *, �j.CRiCA #lj-�LC-W_; Coal, (Wlit- V.�_Jfj X,,­%q" ZC�@)o - i- . I I - ;.�4" ,,, . . - , 101--e-1 �, =- - --� ;� - -. 7­�oq ,,.,I'. I . -1 . . i �� ­1 1 I �O 0A64 44LVANIVI Slt(L Sttft PAK - .1 ­.,:� ­.- * '40 44161 � �1 . . I ,. Vil. U&RQ&A__x T * - - - .­ - __ __ _ - -,-- z * . 114- - , �­ I .. * I` ­ .; � 00194 PROIECTION PROmys. uc. I " 17 r� � � - 4; . R15i.. __ - �- ,­ -- - - L-i 11­.1-;g_4 _i64AWV __," � �.. 1. - __ . W_AAL_j;IR 5oFE_CM_AEQVMLkW - IQP- -0 � _� r ' -0 b, ,0--A . 11LIEC; - - � ­.. - - I 1110TTOM MAC&".AC0T_jQ_1ff"M_1VQQ_Q_ III-3, - 2g ­ .1 - - . - - f �­ - __ - - -,- . , zcl- I 7t I - - - - ,= �_ = 1� . - - I _j�, V - . It% - - � � --- - -� -- _�­­ 11 . I - . -­�� ,." ., _. �� �;w�- --- : - Io%1uVVU_1_',A1.LAnU1_RM"T.N0. 1047177J.4 2.2- TEST RE -PORTS: Large rtissflov impact iosid tests weee pieriormed under SSTD 12-09 standard as per section 1609 1 2 of file Florida Suftr,.Q Code Uniform static roads as per Section 1709.8.3. per ASTM E-330 Tow reports pre icerred try American Tasty Lab of South Florida. Report it 0814 01-01 datod0_VIi/C2 witnessed by Vinitiam R,Mehrver.P.E..8corkzMoroi P.E and Henry Hattem, P.E. anc Report No 0219 01-09. dated February 26, 2001I, signed and seafea by Edrnundo LairgemooiPaida, P.E. and Henry Hattorn, P E Large missile impact and cyclic loAdings per Pro:ucjjlsTAS 203 & 203 as per soiKlicon "0009.1.2 of the Florida Building Code. Tort Report roreparied by Arnerealin TaAvr4 LAb ol South Flonda. Report No 1123,01-10, dated No,vffvbw 23,2010. "nod and swited by JvXo E. Goinzater- P.E. Tensile test report No 9CM-199 try OC Mostatturg". Inc. dated Match 13.2009, is grad and sealed by Frank Grate. P E. as per ASTM E-8 and Tensile Test at: per QC Motalurgical Report No. 10KM-I 318, dated Decombat 1 2010 signed and qroomaiw by Jorry Jacmufano, P.E. as per AS TM E -S. 2.3. STRUCTURAL ENGINEERING CALCULATKM. On 24 Gage Galvaruars Stew Storm Panel for maximum p3ftj tongth Y6 design wind load, as wet as maximurn anchor spacing vs- cifenn word load and par*I length based on raflona: and comparative analysis, and sn accordance with section 160401heFlorida BullcorgCoda ('atc4itai.ors;irvp,ar*.-dbylifteco, Inc, dated 121I6/10 and 041,2703 (for this revisions, signed arid s*rTNI by Wafter A Toot Jr P.E. 3, NUSSILE IMPACT RESISTANCE! Large missile impact urdeor section IiWo, I 1 Of Ine Filordil Buildunq Coride, " parr SSTD 12.99 Standard and TAS 201. 4. WINP-L-OAQ6. RESISTANCE: 24 Gage Gitivanired Stool Storm Panel has been verified to sustain wind pressures. Maxwwrin panel length shall be as indicated an Shee.1s 3. 9, 10, II, 12 and 17 of 18 of Product Evelialloon Document (P E D ), drawing No. 20-175 Maximunt Anchor Spacing shall tv., A,,t me,ated no Shoots S. 9 10-, 11, 13 thri IU and 18 O' 18, of Product Evalualtor. Docunrier,l (P.E.D.), drawing No. 20-176. 24 Gage GatvainiZact SlAel 51conn Partial has D"n verified for Code =Iipijarwe to W0fk as a non-por!ius alarm shutter assembly. as por SSTD 12�11 Standard, F .7 i�i� ��N ,)e � se --. �p , , - i � I � W ". ­ - = . � - : * ---'-- ____ .4e'l Is I ­W(tv - __ I . I p , -I- . "I 0 Rvolk .-, 14; , 1.S+1 , � 41 I �0_10 . - , e�*­ N;�_$16:lli 4� V.V -I LVALLAXIaN 11uLk(W ",_Wj7n,U 5. INSTALLATION', installation shall be perform eel sitiny in accordance with detai's indicated on sheets 3 thru 8, 12 thru IS of I S. of ProduO Evaluation Document (P.E.D.), drawing No, 20.17S Minimum separation to glass shall be as trTid"twd on shieels 3, 6, 13, 14. 15. 16 and * 8 of 18, of Product Evaluation Dccumicni (P.E.D ). drawing No 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS. Shalt be strictly it, avo;vrdancie with General Notes and Components indicalve on sheet I and 7 of 18, of Product EvaluaWn Doctimant (P.E.D.), drawling No. 20-175. Anchor specifications Shall be as indicated on sheet I of Is. of Protio,7.: Eviallooistion Dowiterooll (P E D ). drawing No. 20-175. 7._LIMfTATMS_ANQ 00NDITIONS OF USE; 7.1 Shbit bill ItifleflY if) 00implolln" with General Notes No, 1, 8 thru III, indicated on sheet I of IS of Product Evaluation Docur" (P.E.D.), drawing No. 20-175 PfocParied by "t eco. Inc. wv signed &rod sealed by Waller A. Tdlil, Jr P E 7.2. Product shell not be Intnatilood wethin t4IGH VELOCITY HURRICANE ZONES as cefirted en Section 1620-2 of the Flonda Buoidinu Code 7.3 Ptoaucl shat; onI,j be insial,ec int(i Poured c-cioncrote, concrete biock, and Arvid trzoirm struclunis Product Evaluation Report portipargid UY Waiter A Totlit, Jr., P.E. fFicoricla LA;umiq, No. 44167), President of Tiltecci, Inc (Flo,jda CA-0006719) 'e�-i,R A T/q> " ., 0 .*'­­.'.'o­-. ,­ �. __ 4 2--jAla, 4!-W -►: � t - * * I ­.. , .�m T�, � 1.� 9 �*j 01. V 11 Irco A1110004 111opcog.IIi � ;o E "0041 .* o 4 ) , SW4,44 4"7 111pi 141ov- �_l Q&VAhU60$"TF1970AP-Aff_,1 D0hC4jiSIno,k1WjpWr#20 .a, , 4M L_ W, . 11 �. W A *��, , , , e 4 ........ * - . I';,,',!10%A1, t'.,," t/4, i/4, 3/4, 4/4. 5/5, 7/5, 1 IW/10, 2W/10, 3W/10. 4W/10. + f+ $/.5 5 /10. 6w/f I k ?*/I I I W&A __ _* lw.,`Q_� 1C. ILI.CW01 US "CIAIXU C. 1041'rll 11 a 11 - .---- - - - . . . - ­ I .1 O00. � .. - --- I --- - 40.4.4. :-,-- : ✓ . 0 a -_-_ . ..--., I __ . ­ __T, � .. 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Y pr.vwf,n�ty I aty , rwcr,v.' e.0 t„. ,Y{ M. rASgrwwr'rL* ,}w,f,'0:ere woot KUd Load Rosisraor4E 'h', , ,, -,wl io tevv word *ou of cri frwr npwr�r1, top 1 P a'A 4 C L i oill rabrr,rr A"'✓xs�'>ort tr a er>rin'+#l• n{p JI rwa f Installation 7ac. ; y.:r st,a/ t,i ..,.-lAar•y � -�• xrY co�,strs.ce .rth ei r.-.pactrrs c,udx.c/ £r�aanax, Y�-_u.+,.ra t• e er,r+lvf�^fig �: »+wrlfrw ..x o wwM a31 eolrwlw-nt's metedttwa• l% P" ,.'wmw ! tuurvgxr*r. ^Iry m.a •aui fmr u! atta r. fl.ta*trl r•P,��r`=�'.J :n 4Ra7 taotArt v ia�"c'�Srwr Prae:uCd £rwinmbon # J'.! e''.. u't,v 1X o � r- owaw,!'{ v J> mJr ! "19 'r4i � Lfmitattons B Condrtrons of Use: LI•• or prs /,r,.w1v<t f.Aat Gn fn Airit aeol,)a•�: a• a..Sh iha fo•[+c*•Lr C..Ybrt1 Era,hfaNan Ekxuirrr! r, r a.[ raarr : .s rvola.l Mww.,•. l AM ""0" hop st'Ia hMn. ak•rm W ¢i• 119r 0 1<! +twat al +d-.117•"+ b 'Ya'aW{ .n,3 Arr:at Om of A rrs -d t woo It W" P OOVI.1 a 11rt91K9•rs WIG$,IC[ •w1olldsm *'last btdY L011, 6.r afr m Whivt aim meld KCQVOW IV fn tlr• 00du t a 14%P•t,sr1s WKWW sc"e4 .4 lh r €rF ttas+y+'Ia d ho ^ah a a" spc%^ baba Pf a (oww"c 9 proAFabYarlat -W- AN 1 aF.r3 .1.1 W- ' ffi•ta t At ..slMastmd ml arf.CA,<w s'•r•,at•f:r Atl t, UrB f•b•r1f P rt,P+,A'fi ied tY P +1nKou Oat h � 6rMrl'r 11ACA aWrl dar•w,Ia At s Ttbf pl odtati face. Goan g*Wjrd4 trace' LA* awft(rA 04 Cwf 4rl rna r+Y'0 !r<wak Ow YMllti'['rff. iLxi:a (}tr,'st'i8::"d Raspmlftjk yta ._• t,► 1 rani L4p'rannrdw' F'E �__-_ EW.WIEtmfo EJriwss. ` .PI-04<.V') t ,li %.th •i%0 146-SW 1:'.: �..+sus 5.:1r i16 Du.•rt a •: •• d,_ .. )Jai: ;,95<- 14. 0666 '!!5l•' }9f. -59" T ta•AI•:law to fa;,l •.• .- -' �, wit �- , ,_ . , • - ,� f/,/ /,/ �{ i' 1 . i W N - 1 T ••r sy i 1. - �.JL t F!. rl I A'' .. - l C - t. .r 1-1_ __.a....---�k-� .,i `s i..., :_[.ale' .t'°i"' ;.,-{.,, � • �; ta•' r vim'• w d. .:a-a4�_:r I\ w - `.�.. ws r, r.:x • .. - ' YjI AW F 9 I Iw, r 2 .♦ / bar _ 11 ,/' : I,t py .-. . _ �•C i `•a� k t • �x b r� v[ 1 w/ ! 1 « r 1J n � i; r. �4 i1 411 INS T.A� �ATIQN�_0.ETAi��: _QR .5ERtO 2M_�-_2 HANi _$T >_R _ _PAN.L __ 4. lNT4 .POU .O._CONCRET�a C_ON�RETF.�OOK_AN�e'�t9-0-5- -CTU�S I 4; 1 3 J a � Ytr• p w ' 1 WALL-MDUNIM EZ i W ,t fir. _ . } CLOBAL PROTECTION PRWLaCTS, u ALL AMERICAN SHUTTERS AND GLASS AtLOWABIE _. MAXIMUM DESIGN PRESSURES- 240a GALVANtZED ST`EEI STt::)RM PANEI_�%;HVHZ x NUN H NZ9 DFSFGN NOTFS R. t f 'a _ . , - ..., r ,-i ,:. V.' '~ w 1 is -1 � d •bar _ �,LrA wY rl° s h - • ht T a 1 I a 17 ' .:, .. :, ;�..• 'Y-1 .wl"#':tiL I A: LJAI '•2<J: '1 ra«t 'A:. •'' P' "..,r.r,J, _ 3 [ •i 1 d r« t .•r f_. GENERAL_NUPESy 1 r, �a = '. w„ 1:.. .,t•, .,a 11 &.J, ti,,! t[ .s , 1•�t I„.As A ,.d fd ..':.a ,. +a9 L •Ji ' d I __ r l - f r' rG , ryr - 111„ '' - ` .._ - - _• .•i , ate". _R 1' K i, °fat i' _. 1 WIt q n Y L1 TYPICAL vER. ICAL NOUN I ELEVA I ION x: , irrr . k n i W1 t� y>y _I .., 1'. a' ', �, •.rA< M / ^ A ali+rr 1Ar Aa { , a - • ':'r , / w 't>r •Jr a W .i • w, a l',�, ri I +1• Y C !n t) ,(1ri $ •' ~ 3 ;' i5. �A ell d Cr c W .. P •, t s { r •tt, 'I :1 i 1 a K ...., -.< p ,• 1 4 sue. s .I o w Via^ 1 Y r 4 n u i & f .>r ...• vt . > . i 211-33b43 VISIT KA4..,t,`l,,i15A3 O�Ia VERTICAL MOUNT ELEVA7[ON' 2 NOTCHED PANELS ALLOWABLE PANEL SPAN EGLASSS I hV ' I . $ � P � i �„ �, Q•J � . �, � O sa.. ;. HIMUr AL.0WAB1,E SPna�-.:.rFD ;c { d s i I J a 5 0 1 f &+ A I v a: 4' t, •L+' 31 ilAll E �tt£�S PAfiEi_ iJE;i'_Alt,_ _ rF�� �.• 1-__•..-1 ati ,T• , N .. n fn". CJ,i t 3 r• •< 4ili - •a C�t'AC A OR ,.__._. /.,str rAvws•,titwr /._ v '"i,. IIpp••. i I__._ ��' •)144 ,r• ,,. ' :a 1i'b' M•At1.l1.M. ».... #, _::•...,,..,,,.,...�'q�iY'r `: INr �4 W ' � , �cm � o • Ah� , .' 3� _ `_ y. rsr �} 3i+r 1 V - • - � tIMYI �•�.a r'-a<" �'.r�il - AaR. .C' .•.•--••-•rs » �� ie�_'*trw � Cad , � i �..-) CO:' ,i•:f.i14- `�� aniaalr i 3 'n yd i s # :!'.RsYaK.:..',al/1[riiil9aFM i1 CC uj s. - a• fi '{ a •'e b ,/ter ✓ ea,. tv'rt q f +P" /� ...a t•W.CW sr ya i,Y ems+^ _� . _ - • f `,• _:.• a, . r rf[ �� >ra, :9 YI1�� ► 'au % �yS'.IELn �1 I_ .t ffJ/�-a _ s s r 1� r I j1 ,,y•r .v••arvi i i 2r;� 31543 ANCHOR SPACING SCHEWLE: ;r':a. i� ra•t!. r2N!'� dts•r•c't is • t1 •:. �.'' R rear r�.fAlAfP * w ,r .,y, •rwr rirl +x3Y bur .-.... SS1'rR_ I, N Vla.ata• { tilt R 1 f ' n ur1 ads 7 S iii r11 tI .. . ,. .�. s2i r•r:n• ,. t'•,.a�: ta! Ll [... si to •tt 1:. r e i .. '. Ir •'. a • I . •. + l ra P� IIis♦ • t i Oaf f f a 1� a+ , r 41 L 11' a tom_ f K 1 is c3 ' a r •c }as Fi_ V. - r - n 1[ 3+ e r t• s' ti r a iS a_ a r a IJ ss r .;1Po sru'r vt• •i 7i.a a0 ii. f : r i a t tt r a• t. wm '1a l+. i try f. r tmoww 1 1 Y i I Y a 1 It 1 ,. -. t3 f•• {, ^_ t r•;•uR9• t '. A 1' T 1' ♦ w u •'I.,i r'. ,i 1r 4l .r a1 fD 3• t ..,. .. ..., t:� L• t. tla , Lf 34�a1 a •::;t�nL-+__(•.s _1'1.}_ �itw rf: 1: t1 a' 1F 1 It itr }t •.1' �i tM1 ill i AUG 2 4 2022 V�\r � VI.ATUAL RE!- ••r 1. ICI r 1 tMr rf ATAwCt t nAr artJa['... - a K rM G fYFt 91ta 1 a. r bAAAatlar Pill 1[Tr 49f1 1'Y A r-r«r4'. a t o ks it 1 a N t e t a 1ya t P " ita • •a '1 s ti,T as c, Lr a r• •.- f ae +, w w:VC+tF';.li. � fS IS `� . i wl' m l `1' 'A 1'• i<" t is i a• I e A m Fm N'. 4L ' [� t w 11r+F' w U is r a r.i• * i In I 'ta l9t 1I t,lAa' •' 1•f"' tit O••A• #'{. It t;.; to se•I t-t. a• ace• re 9 r# a. N'Y• .34ti t..a- 1ti' i.. aces; i*0 Its {.f -lr- a: f It•P' R_ - w arc fs ll • t. tis salt u"• us a ,•1 -- u: va II H� st a!•iKr' m4 ra lam• r - ANCHOR NOTES: I rrw_.'ga sU,tc ul brutes IC 4" k6%xWT-, l ILTlrrd; rHrila 1W Car• wtkw!Ms !'OAR:•tJt alili7rRA!'ai 'ti*fi7a7R Yw't.'r!,t wt13t'wtt A'y•SAr®ij JY,V A79 HSiwiV•i7f la4JGrtr4 1 A 4AAN iAatt)YLC 41A:-Are- r r ew.'tY •YM/ISO•AAsmi3iGG�w r,auav t3s;'"u0.t. 1'Kf•If --•t LalSt;•t, SIF1.L U� IaArtAt+Y_.Arrl'.cs^fn tit.�cw:f,torts-.ac.•ra-•wrodtr^i;►r<rb,r-.ar.rrau:,a efAti+CJSi 9aiR•41♦!gt 4tdy 1.Ftlrt T seta :Ilii lrR'IfFtit *341a;•!r. 10'SrJriF"a 5a'4d117RdK!°:r Ltsf ^bran rt .Aut>taaY+r�anut F ball .wa#•n4 rl l f »,h7irJC edr a/. k•1 5•ql w ' F� Y,+dMb1:G41ttT1 t?a" tL91dC 1148ri t"tTf't f •ayrt•xSTt91Li' aAt SrL•A Liar' l+l r�!tfwdtilfi;[rld,l pTet+u rlGgrnJ+"rr ►Y'ras)Gr<!t a sAOr. ' r,rof.« Ma;l .*^ i +riA • ' 1 tA•t ra trt Yf,4 irr•LaY AA,r .aw w s lx� t F rfJQ •Y' •!axl5 R+fEii4SaG adhfabl. _'�fxt '7.St as_na- c €-• � air - t _ �....rt„ ar �+€ I-ts r9 xCxevi•atalrY ar .xrVa t . a w:c••+r-r•r�t: 3 'f?.: DLQOt K7iY i `�Y.TtiiR Yri4 :OhF.�ri -G A:.TrS tY. 31r-A. r+�w•>awarssrs^�ti�u•[o'*tctss�sa�asoeto+,•• r •ab•wsrwutar•uirti••Tll niref�;r DC 1A aFt L'se`-SXaSr,af £A'b. [5fw /i+lfa. wAAa gT••c3i al Awa SA "a+$+r [Ya - laaaf•r!a tt"M.L'°�[ tJ`OIt[ t::H' •A• ♦,x1 rr,airy,!, AI vLl+w ltC a t r•+r'4A 'GI A3 TZat rl rt-a Arw^JfA t,CW.t 0 wds.r 0.l myta WU a ,:VW I i0.74fr;:r•JCl CG w9361N Wil,L N tIftrX�tU tt',w9 ar,L:sii'+ XrI-PL'1 '.YkI f n•'Ett ws' %45TVw04A1 6 fKw6 rmi'S4 . RY26nYv' IQlaT:I" WAY ORI rif'.a Y14. •+Al PA* t%tie, Ai..Y14ACCOOM {M5MH+W1110 W040M WJT •1 wxJ ravT*Zd'faC �0 a.10.00 t &C tf*':+I.t, OWe h)a Slog CLCSuaf P IEVS 10 W ,€it AL'wrlt nl•'Ctl'�. UAfa7,n Wt 7 A' -f FvAwk • •AE-,Ttl4 *A,, er to�`. M IN f•: IC CS 40 AWI%Ak, 'r♦ r"1 WX0$.) f/.'Cie4 GSI AA>I K }�.f�i•t,4W c. y;, ttl':l.e'1 r16t,:'aliN.r$d VrP"il'•;tya 4Mr,l flE tipitf•F0.Y HAt' -44R c:A}A14R AkPh{t7 kA fr,Ti,) Ar{A4 & x,,l4t• Lailtr'S.MIirAG^ sY' I,rt wa!aa i aLnfwAtl,J 'b:•tt11iC. AAr MAUI 1A At.a .a:,' wtY..••a•'b 7 '+w'•<hr d.it.YA l.Y4. r• ' T rrJ M -%, rW. ,<'".0 -Y •'ratfAm t ritr '.* M%, ♦WV•+r AIC W ••WI 131;0 A rAY ^tM ' fft- S •!!:a. E4 a'A•IT •!afl' `iClNA r RCt1% J 4 ^w •f;vw- fvaICpofti rib}^.. K-G* r•b1A1[i F1_ 11 MA.S 1f1 •jr 'a rla f 4l iTR:i Min 14 Ir;A%*V"1" Aht-W *' 'a1t1M'. W04AFl Wit 4=i`0^4.1t:. rRhr 1[a u"etr"[ry CLAWIM."o r +..rwArxA 4rgaar,x,lrtsrl d-, Arx1 rrwttrt rt• rt-.s ir.r w^+• •-,r 4rr� v v-,.r r r'. J'. •ro'Cs r„Is t bH-_Ei NO. SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3, CLMEN I PLASTER 12 MIL DRYLf_)I( CMU MASONRY nt rX K XIREME A.STFNFR I) Sr -At ANT AT 4 SFAI T INT AN .IC) tirANCKIYY BUCK OUTSIDE EDGE of MASONRY WINUUW BUCK- I 2) SEALANT JOIN' 5) SFAI ANT FROM INSor rrl x or r !F 'i'iIVC�)IrII R ME, �` '. 'f'YIP+kDOW E1tfGr4 I" tlI Fir., A R ��IN 'WJ "1., �K .. U�'� 1. ,. l „ r ANL7 Ex I L NOr ..? i .-- VJINt"Y4("9'V4r FRAME MA+ SONril _ /1 Al B'61C lIl S} ,;_ PER l 9) TCXX FD SFAI ANT _ - `� N�Ur71iCF;+kNI KAD BRI �iG CI A AN WINr1C)Wj% FRAbtF - -- - 3I SEALANT WINDOW FRAME WtNUOW BUCK ALL I HE WAY AROUND INCLUDING SILL. SCS 06_05 CMU INSTALLATION STALLATION 6 POINT BUCK AND iENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD (_IEI'A _ APPROVF'D SI IFAT"Nt APPROVED HOUSEWRAF' STRUCTALATH TWIN TRACK 2.5 314' CEMENT PIASTER IJ MU (min) DRYI 0K rxTRrMr APPROVLD FLASHING TAPE SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN IN FFRFAC�- WITI1 t'X'rRi-!QED SH�'Il_)LDEr? WEATHER riES'1SI T rVF BARRlr_R FOI RESISTIVE 6/�RRfERfS `+� fYlrAriirrl.r4�� b,r.•.L _ _ . .� 1� ..,,• �� \! { TFMPORARILY SECUR: RARRIFR i / �� -WINDOW UNIT L I i V - f 4 -- SLOPE provide the building #A 0.3 in : 12.0 in R703.1 General. Exterior walls shall P with a weather resistant exterior wall envelope. 1-he exterior wall envelope shall �►ooD FRAME CtaN$TR • ,; o {0.6 EXTERIOR SELF AL)HERE0 FLASHING 4� •� 'V4*-I" RFAnOF CONST�' � urn: : 30.5 cm) include flashing as described in Section R703.4 SHEATHING IY t APPING tX7wrr[ ADHESIVE To BE APPLUD UNDF'r SEL1 -i�t HtRLL� FLASHING )VFR RIM.lt7L5T AND [IP~" ' /TIiRFSIKXDOFDOOR AND HALL BY Ci IN I* � ! rtt.@urxN u6° JAl4Ei6 t9E� LI(� R703-1 1 Water resistance. The exterior wall envelope siali be designed and constructed in a manner that prevents the accumulation of water NAIL BHANU 0H EUUAL 4'A A I HF H EXTERIOR p ` within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703,2 and a means of y - T� {,EMT. PR{'r(7r r.Aui KING FIN_ 11111%,`- wEAtHi<r { �. I C�UILUINC� PAPER draining to the exterior water that penetrates the exterior cladding. RESISITIVF -, - /r 4F I I Ats[iFrtl [a rl .... - ?T3p 4 !I •.,�.�,enr�R:ER ? - i } -- WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other JNUtR UtC:KIN(3 IV .1 s ' - SUBhLCitt • �-, -� sir MTAlt WP07 •= •�� - ___ approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally. L SELF -ADHERED FLASHiNu � 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 - 4 f approved materials shall be installed in accordance with the water -resistive barrier manufacturer'sinstallation HEAD FL.Ati HIND TIC -IN INSTRUXTION n pp ppp instructions. The No.15 asphalt 1. Cut, fold up & temporary secure weather RIM JOIST T �-� f felt or other approved water- walls and terminated at penetrations and building rc`,Istive barrier above header to allow for I - I� I appendages in a manner to rneetrthe requirements of the exterior wallenvelopeas described In Section R703,1. flashing installation 2. Sell -adhered flashing plus head flashing under weather resrstive barrier 3. Fold weather resistive barrier tack over head fiashlnq and seal watt) tom* \,2' SELF -ADHERED FLASHING Scale. NTS .4- FLANGED WINDOW) XlEnOn SiICATHING -- t ('I'iF W 'At E 1 SCLF-ADtERCO rLASHIN • - _ .±, `- / i i .. ... _ - ,• ` . • ,� " m, �`�'•-� ``-.,ti :;C.C:TI4-A 4ErrC DETAIL W""W'IF.(y2 „. •' , ,- ..✓ hI- :.I:H[-W_[pFrABHIN<'I �. SFI F-Af�iFFtFii FLA.S'tilNti N/W IW; FI ANt:F t/tip [ 1 NOT FLASH OVER J ! \ - SEAL TOP$ OF JOII T:3 -- � BOTTOM MaAIUNG ` UNULR ` QWN(L FI AN(ir-.,_.m.n i v im ` (SEE DETAIL WP07) SELF -ADHERED FLASHING A SFLF-Af3HFRFd FI ASHINC, HALF ROUND WINDOW v' P 4 EXTERIOR DOOR WITH DECK JCIr '!'SVr IC f1G l/ FLASHING SELF -ADHERED FLASHING DFC:K .I0IST ERE FLASHING ASHIN 2x FRAMEUViol.L..� ._..._ PtRODUCTS-3DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCr() PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Hefer to the number marked as (#.1 n each detail that corresponds to the: numbere4 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 sheddinU laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substr atC using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7, Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ;'"- DOUBLE .JCAST WOOD t3EW BELOW SELF -ADHERED I i FLASHING SELF-ADHFRFD FLASHING EXTERIOR nOOR WITH DECK - SECTION A FX,,TFRI0R tSRFAT-0.N a Td4° I" RFAll OF CON STR ADHESIVE TO BE APPLIED UNDER - � TI fRFSt1Olr3 r r�t1iDR AND RrTt1Rr UlI JAMB 6. USE LKJUIU NAIL BRANt.� on rcAlAt vvFATI1FR PP(w)r CArll KINC SFEATHINO SELF ADHERED FLAWNG 3" NilN surface of a wal R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703 2 and, where appl ed 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. SELF -ADHERED FLASHING r `y (� Exception: Where the water -resistive barrier that is applied over wood sheathing has a EMT. FINISH SILLi PUTSHELF/ CHIMNEY SHOULDER r -based water resistance I equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an interveninc, substantially nonwater -absorbing layer or designed drainage space. C IC:ALLFASTEN I+� IE;rII=RIZE RUBBEF31ZLOASPHALT » NEEDED CN CORNLH5 ADliFSIVF. im ASPHALT ADHESIVE ,�'rAII �Fi,�.A(°.rrrel:l�al:r' THRC;Yi,H SEL1E-AEIHIlr��G rLAS&IliS HEAL) R703.4 Flashing, Approved metal flashing, vinyl flashing, selVadhered membranes and mechanically attached flexible flashing shall be applied .. � NI FI_ASHtNO - _ _srLr-ADHErt[D FLASHING®--." P shingle -fashion or in accordance with the manufacturer'=. instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes Fs..AI�Q 4,iIFi4d itinw, pry iGEE DETAIL ��Pon f i used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the { ! ` scoRcn - ' -_antry of water into the wail cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with i I� , H�„ �I,L�H�. `'- OF t� X� �L the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and A PC OAn T X 1. E)(TCNDAr�MLAUM6- j r:Wr= �.1 N1 V AZT IiYFR M contraction ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as I UTTICir flashing in exterior wails shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings T"ter shall be installed at the following locations: 1 1 Exterior window n n FI in and door o e in s ash at exterior window and or a enin l extend I do s shall e end to the the teri r fa g g p g x o ,s finish or to the water -resistive barrier complying with Section 703.2 for subsegLient drainage, Mechanically attached flexible (lashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the „ L iollowing: �5 1 1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration \`+ manufacturer's instructions, in accordance 'vith the flashing manufacturer's instructions. Where flashing instructions or details arc I C�' not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequer, drainage, Openings using pan flashing shaI incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. a SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods I INSIDE C(_SRNER P j 1.4 In accordance with FMAIAAMA 100, FMA/ AAIAA 200, FMAiWDMA 250, FMAIAAMA/ WDMA 300 or FMA/AAMAtWDMA 400 2. 2.At the intersection of chimneys or other maso-iry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ► Ground -+ 3. 3-Under and at the ends of masonry, wood or rretal copings and sills 1 I 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. )51 '` r----- - �~M1 ' 6.6.At wall and root intersections. i ,., _ •- vVtiler R�sl tiflli t3draa 7. 7.At built-in gutters. SFI F-AtFII RFD FLA_Slilri(` PATCH SELF -AUHLREU FLASHING: 1- } r2� A� SELF -ADHERED FLASHING I CCU I SIDE CORNER TILE FINISH - -'� Q k -� w 1/2" DUROCK----m < 1'4" PER PLAN Z Ig 'j 1'-0" PER PLAN Ir SLOPE 8" CMU--- 4" OR 8" CNgU _ I PER SEAT DEPTH)- _ a a TILL WITH GROUT _ r _ a a g rz Q� ui a (7 w LLJ SLOPED MUD RED W w ' VINYL SHOWER PAN ; 5 --- , d o I • 2 l• a I (/) sii-opt - -:-I - SHOWER SEAT A , r' V i- CONTINUC_}LiS BACKER HO i x S+PJ AN I Al n • C � + s , Foundutivn WWI - , • ' p s -STRIP(* SAF DRAINAGL PLANL WRB - I BOND BREAK WRB _ Si I ATH WfJ cAP DP WRR ONTO Ti IF ,/FRT'1C.Al SURFACF° 70 TOP OF LANGE AS AN AIR ciAH#iIEH :3 Ir71NCH FLAIE it =i'UATiON WEEP SCREECH THIS GAP IS A RESULT OF NAIURAL SHRINKAGL. DO NOT SEAL. Will SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND Lath Sheathing Stucco � V� VP09 Ljf�AI, AGF i-iANI (DP)%VFA1IIFRRrrl1TANT RARRIFR (WRR) -- - RONO RRFAK WFATI WR RFSISTANT RARRIFR - Srl r MIRING (sr) tATI I PI A.RTFR AC:CFSSORY 8HEATHING,'0W PLY't1C00J MI'46GLA68 r \ STRUCTURAL FFt 11 I tt - -SlFill,ol SAJ- -DRAiNAGF Pi ANr V/Rn �RONO BRFAK WRR J SF I ATn T� -- tR St(3lI Na s9 RACIKER ROD LAIN r NTIDOL)ti FINISH VV I C;crnent Plaster in aeconlance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt barked rneW 'r lathe in accordance with ASTMC 1063 - Uu[Icing Paper sheathing Mek l Flashing Weea Screed Installed As Per Manufact. Specs. Maintain Botto n of Weep Screed 1 1/2' to 2" Above Roof Shea'hing Note: The building paper and metal lath must be installed over the top of the weep screed - WEEP SCREED DETAIL ' I SCALF: NOT TO SCAt F 7/8" Cement Plaster in accordance with AST MC;926 Fell backed metal lathe in accordance with ASTMC1063 Building Paper 1116" U.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per ManufK-t. Specs. 1/2" Cernentitlous Decorative Finish All inside and outside comer will need to be miter rut and caulked all butt joints need to becaulked using Stampede or sim. caulk for- all S_ (Z C 0 0 C 0 LL C� C CZ 0 V) I i (3.) > C0 im C' 0 I � I U r ~�J I I Q Z .e_ CL SNEET NO. VVP 1. 0