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Home My WebLink About6425 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET N AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 N 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER . 6 AB - ANCHOR F30LT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 ROOF PLAN 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN .(^ LO O AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME P . - - BFE - BASE FLOOD ELEVATION OPP - OPPOSITE A5 EXTERIOR ELEVATIONS ��- • ; r.., 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS �, r BM - BEAM OPT - OPTIONAL A6 1ST FLOOR ELECTRICAL PLAN1 O,' BLK -BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN = , ; Q 2. WATER -FLOW RATE. o I �. BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES , PUBLIC FACILITIES LAV 0.5 G.P.M. Z BRD -BOARD PNT - PAINT FINISH �+- � � W SN1 STRUCTURAL NOTES PRIVATE FACILITIES LAV 2.2 G.P.M. p� BRG - BEARING PTD - PAINTED ^, BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S3M FOUNDATION DETAILS ` v_ BUC - BUILT UP COLUMN PERF -PERFORATED S4 FRAME WALL DETAILS ` `�, f1 o S5 ROOF FRAMING DETAILS CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS ' CLG -CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS ,� CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS z S11 PRECAST DETAILS z CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N 4) N � CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES L > 0 M v CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL 0 M 4- 0 CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL a , N M M t; con CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS N DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS E r DTL - DETAIL RS - ROUGH SAWN SH 1.2 HURRICANE SHUTTERS O 8 0 DIA -DIAMETER SC -SOLID CORE (� GUARDRAILS - CHAP. 3 .� 0 g o Q SH 1.3 HURRICANE SHUTTERS �_ U a Q STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS cn W C, DIM -DIMENSION SCP -SCUPPER O DISCON - DISCONNECT SCRN -SCREEN04 DW - DISHWASHER SIM -SIMILAR SH 1.5 HURRICANE SHUTTERS L o DR -DOOR SHLVS -SHELVES Q CHIMNEY &FIREPLACE WP1.0 WATERPROOFING DETAILS o. -0 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN -SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W 1L � it _j W 2 a z FR DR - FRENCH DOOR VAC -VACUUM W W W o a a 0 a a U_ Y o z GALV -GALVANIZED VAL -VALANCE It U Q `" 3 `" `� LL 7. ALL WINDOWS WITHIN 24 OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF Q < a x z o z 2 o � a GA - GAUGE VERT - VERTICAL H I- v W z z GB - GRAB BAR VIF - VERIFY IN FIELD FLR TO BE TEMPERED GLASS. (SECTION R308) 00 o a 8 z Y o z z LL O W OO X a GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: U) 0 Z ¢ o W o g ~ - g_ w o Q GLS - GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET Y z GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: a a o ~ a LL HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD O HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC - HANDICAP WDW - WINDOW FURRING\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z W INT - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: 2 ~ LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING S2 Z) ti LT -LIGHT UNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING > � p O MAX - MAXIMUM A.5. DOOR OPENINGS: Q L_� M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q co � A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS ADJACENT TO SIDE WALL: 5" RETURN MEASURED LL. ti MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ OF DOOR Q > Q QO A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z Z 0 � SURFACE TO FINISH SURFACE SYMBOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER W B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J O = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. (0 STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE 4 �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED i; SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE a 1 < ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E ARROW SHOWS LOCATION OF CUT DRAWINGS. �■ 3 DIRECTION OF VIEW fvw�_ _ V MULTI VIEW INTERIOR SECTION Y' O o 0 N 0 N ELEVATION MARKER MARKER OCT�} N N N O V0 J 2022 O 0 - O N — - O co O �- � N I O � O O i z 0 Wo 0 0 0 0 I ' c m} c U) Z~ aW AUG 2 6 2022 4_0Z Q 10W Woo F1VIRTUAL REVItW ASS";' ' N NAi U U U � Virtual Review Acs°�� , OW_ i u'v O Plans Review wthlel,ed and the 2.020 FBC 7th Q Z W�2 for compliancer l0 I-- � a NA DIVISION Edition by Debra Anne Klahr PX2300 = m=W LEN R TAMPAN O�0 N � }_� 4600 W CYPRESS ST, SUITE 200 , , W TAMPA F L 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS N z> O ZWO r Z V a-Z� IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O 0 IZ SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL c S w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > . . July 21, 2022 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z 0 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET 30,_0" OVERALL 01 10'-11 1 /2" 6'-0" 13'-0 1 /2" 4'-0" 4'-0" 4'-3" X-5" 3'-6" 3'-10" 6 3'-0" 4'4" A 10.6 0 4, _ U_ 12 S3 4'-8" FHB B C ELEV (-) a 1 a Q a !a d 00 13 J— u Q ' '9'-8 1 /2" 6 o U w 03 C_t REF I i �w Y I �z � a I F I I 16'-2" 13'-10" C.J. I C.J. B B 5 O 00 ' I Q i i LO 9'-5 1 /8" i ELEC/PLUMB i GG S3 /� i CONTROL JOINT - — ------- r------- - 1 — — — — — — 7'-3 3/8" FOOTING / 9 1 13 / (4) STUD I COLUMN) T4 AT HTBASE, I I� C z to - Q 'n oU -; 7'-3 3/8" z 1 oo�c 2'-4 7/8" ELEC I I z LAV GG K T p O TS3 S3 im iU 0 w0 a D r --I N= U m ------ --------------' --- ---- --- -- --- 13 10 I G 8 I CC S3 11 S3 la ELEV I I(-) 0'-4 I I 13 D _u_ i 1— ° Ip I I I-, o� U NZ 0 -- - -�� E3 I I0 I I 0 co z -4 7/8' B IWC 0 I P I I 9 I I tUI CONTROL JOINT I o N zt I 13-T _ — _ — — — — — — — D 0 I SEE DETAIL D/S3 I 1 N FOR FRAME WALL TO CMU CONNECTIONS - �Bco 4'-1 7/8" FOOTING a I Lo J o 7 is ro la a la I I 13 I 4" 4'-1" V-7" 3'-0" O L i 3 B t °° M A 11 13 d 13 0 130 IO d10 — S3 q C 1'-4" 16-0" 1'-4" 1'.4" 8'-8" V-4° 20'-0" 30'-0" OVERALL FOUNDATION PLAN (ELEVATION A 1 /4„ = 1'-0„ rh ELEV. AT 0'-0" 8" MIN. ABV. GRADE P • 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/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2 DP X 9 1/2 WIDE RECESS 20 NOT USED 3O 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8o W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING ® THICKEN EDGE 8„ x 8 DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY @D MONO FTG 16" x 12" DP (2) #5s CONT. Aug 2 � 2022 \13 pSS S VIRTUAL REVItW �c�e�{ 1!`-•,°• ,v�l virtualReview coyrulFiec` and ap"` ev 7th Plans With the 2_U F for Compliance p,nne Klahr PX2304 Edition by Debra N N 0 N_ N CD co wN'f✓ r' o `o Q r., �.: Ww 0 w z Q n, 0 W L '400 "• ma ❑ m N d N U -0-0- 1 M D�uED- O 8 AS s "R •� W a� n 4t V N L o E c? .0) W w LLw tq w p t- �Q w _j X§~zw z 5go0, �+. � mp�LLUp ACHH J¢ O-wOOmo U�OJ2¢zQ O v)w0_wv3wwwinw� �pa>z ¢wO�Y zLL�OW pwU�Z gw p2¢ QOW DOX Q LL a O LL O O Z W OF- >U))(00 z � � CO) O U) J L.L^ ti z Qa Lq F-W.M 00 >- Z U F- Z w Jo co I ' I i I f C) C) 0 N 0 N 0 N N N o N 0 N 0 N 0 N 0 N N T ' 00 C)N N ' z 0 N W C) 0 0 0 0 I > e- N (O 4 L6 i CO }~ zz W C)Qw -�-� �--+ w z O 0 v W O U(L) (I) LO -0 O ❑zj Oro Z aIXa l0 F- WWQ r W N v �o N � �O:r w a~2 O Z gam& w az z �z U0 �� 0 m Z A 1 z w W J O O LAST PLOT DATE • July 21, 2022 Z 0 MONOLITHIC FOUNDATION PLAN A 30'-0" OVERALL 15'4" 7'4" 7,-4" 10'-11 1/2" 6'-0" 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" Co co L Cl) to SH 25 00 LO HB n co HD AT 6'-8' (4) 16" 00 DP SH - LO ANTRY f � r00�i REF (V 7 5/8" '-4 1 /8" '-1 3/8" 00 't 6'-6" 17'-9 1 /4" 7 5/8" ohs KITCHEN co 8'-8" CLG FLR FIN co LINE 7 5/8" 8'-11 1/8" 6 1'-11" GREAT ROOM ---- --____� 13'-9" X 17'-10" 8'-8" CLG 2x6 KNEE o ---- WALL TOP = 0 © @ 34" = N Il � fV w O o - �� z0 _I � O SINK W/ o I DISPOSER N J (2) 2X6 ' '6 Q/S4 HEADER _ bo FLR FIN LO LINE a' 7 5/8" 6'-9 1 /2" 12'-2 7/8" `' 6'-3 7/8" T-4 1 /2" 7 5/8" w O0 o> w (4) STUD COLUMN - U) Q u_ N _ w Q p r d z X BEARING o = m Q `O WALL (TYP) DINING 11'-11" X 6'-6" °p 8'-8" CLG UTILITY RM - N 8'-8" CLG r ; N (2) 2X6 N Q/S4 INSULATED HEADER�� 4" WALL _ •'8d, w 20 MIN FIRE In - RATED DOOR W/ i TP WEATHER STRIP G PROTECTIVE BEARING S3 BOLLARD INSULATED WALL (TYP) BEARING N WALL 10 CC w s TWO CAR GARAGE kZ3 $ iv LOW CLG 36" H 7 LOW 6 WALL 0 5 FLR FIN 4 LINE LINE OF GARAGE ao 3 pNOPEN -- ---------------I (POSITION I FOYER U 1 2 36" H I 5'-11"X X-7" HA RAIL 8-8"CLG SEE DETAIL D/S3 FOR Ai FRAME WALL TO CMU CONNECTIONS � H AT 6'-8"I H.B I I ENTRY T PERED _ CO 8'-8" CLG I o 1/2" 2 I Y 16070 I A3 8,. 5'-8„ 3'-8" CD ol — — — — — — — — — — --fi----------J m LBM `LINE OF W 1'-4" FLOOR ABV 16'-0" 1'-4" [1 '4" 8'-8" 1'4' AT 8'-8" 20'-0" 10'-0" 30'-0" _ OVERALL FIRST FLOOR PLAN (ELEVATION A 1 /411 = 1'-0„ GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 Aug 2 6 ion \RV I V./ w Assls' Virtual Review ruv Re��.Lew coiruoF.'e( and agC'i ins compliance with the Klah�r P300 -0jon by Debra Anne 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) end 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 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N Go w LO CD ,\ LO �a 0 1 3� O jA w O 7 w 0 z Q ) /4) > � E 0 W L `? U Q cM m .{-� ♦� U coto -0 -0 ° % '0 u O OU_o mg °N .Co w S — L E M rn 7W V p 0 ^ a a W W U' W .1Q LLI c6 W 0 I- �Q X _j ofj�z� ��2_jQOaLYQLL U00_,0 e Qv WO L` o o o m 0 z a Q O Z v�WaWv�WwW05Xwz� Q�QpWQ zWzO��oa. � LL OW �f-� �LLZ� OW o P oQ Q LL a O F- a LL O O Z CV OW z H cr) O Q U) M P- LL U ti z < W M � a � r- QO Z V W W J O O jll I i I I I 1 I O o 0 0 N N F- 0 N 0 N N N N N r— G�0 O p o �00 N a ; ' z NW o 0 0 0 0 LO M� Z zZ W Qw O W z 0 v Woo �()Uj -0 -0 F_ O DZ> OF-0 Z a�a W < fa&w N 2 N SOT_ ..N W � co QHZ) 0ZWO Z " V gZLL lx aZ Z T) F- pU _o W z z z J W� 0 O LAST PLOT DATE . . July 28, 2022 Z 4_0 O J 1 ST FLOOR PLAN A 30'-0" TOP T 18'-0" PF OVERALL o 16'-7 1/2" 10'-6 1/2" 2'-10" 00 a� o SH 25 SH 25 Q HD AT 7'-3" HD AT 7'-3" EGRESS R&S °°° ^°° co SHLV I C? WI C '-0" CLG 0 I zo 4" I 5'-0 1/2" N L 5'-3 1/2" 6" T-2" 15'-4" 4„ 2668 OWNERS BATH 8'-0" CLG _ I 0 FC;I TB N OWNERS SUITE 15'-4" X 14'-0"r C� 8'-0" CLG `r I TP o L-- N `?&S _ n SHW HD & N VALVE 60" x 36" - SHOWER PAN oN BEDROOM #5 M 10'-0" X 10'-11, co C? rn 8'-0" CLG RETURN in M _�CN AIR BELOW `'6s2 LOFT NQ rn o w 13'-4" X 10'-8" p _ 8'-0" CLG = 1.�s V-111/2" 4�� 5'-1 1/2" 5'-2 1/2" 0,9 3'-8" 13'-4 1/2" N J — — — th _j C)Q (2) 2068 BF 3'-5" T-1 5/8" T-1 3/4" o Q ' R&S W ti w �> ----- ----- L— J �> O (2) 2068 BF R & S �� iv DN O 2668 22"X316 C ATTIC QCD �0 ACCESS P 1s 4 CV)CN 15 A3 BATH #2 14 to 8'-0" CLG 13 N BEDROOM #4 2668 TB 2668 12 10'-1" X 10'-7" 8'-0" CLG 11 2668 10 9 N 8 Cu') oD 7 CDa BEDROOM #3 6 o W 11'-4" X 9'-8" 5 _ 0 N 8'-0" CLG 4 CD N 3 4" 10'-4° V-4 1/2" '-3 1/2" M 1 V-7 7/8" T-3 /4" 3/8" BEDROOM #2 11'-5" X 10'-8" m I SH 25 8'-0" CLG oo I °O D AT 7'-3" CDI _ c�Oo EGRESS00 2 N I ors I N _ (2) 2X6 HEADER v I L v A3 SEE M/S6 - TYP. 2ND - — FLOOR WINDOWS I R & S I o SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 7'-2" 7'-2" 2'-9 1/2" 7'-2 1/2" 40 141-4" 5'-8" 10'-0" 40 30'-0" OVERALL SECOND FLOOR PLAN ELEVATION A 1 /4" = 1'-0" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 930 1287 TOTAL LIVING SQ FT 2217 ENTRY GARAGE 54 401 TOTAL SQ FT 2672 (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 1 -33.9 30.0 1 -33.9 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) LOFT RAILING ON OPPOSITE WALL - PROVIDE BLOCKING AS REQUIRED 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. 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. ENGINEER \ SEE SHEET ST TRUSSES \ \ FOR STAIR DETAILS 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER A3 \ STAIRS SURFACE AND ANY — — — SOFFIT PROTECTED ON I THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE 1vW I- R311.7.2 E�J 1- 10" J" NOSING io RISERS CUT FROM 1x MATERIAL TREADS CUT FROM Z-2x MATERIAL (3) 2x12 STRINGER ---I STAIR DETAIL NTS >0(yU,At1RF.V!tW ASSIS7 Virtual Review Psi fV(d9 Plans Review compfek and ap11ve for compliance with the 2.020 FBC 7th✓ 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. — LANDING 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH ST& 1� RA EACH 1 SIDE) CENT RR 3)0d 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 07 NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 WALL SPLICE DETAIL N.T.S. N N O N Co N LO 0 0 L0 ar Q Z W O 0 W 0 z Q E > 0 ; 0 0 CIO N N d w V) U Q °w % M M C � Vj 9 2 O °V) 'C ( w Q � p E� rn 7Q�� V }i}M� V ^ O a '0 C7 W w � o!OjM�QOQ�QLLU0��0 w w WQ '0 IS Q Q V �OOJZ�LLOzmocH_ OZ Q Q 0 �wawv0-iwwWFnOf�¢p� J U) Z Q�wOgH�Z�Yp�QOQ oQ o 0 o¢Q� LL I INK In qqi- C)N o N 0 N 0 N Co N 0 N N N O ao o a � � CD CDC) I I I Z O NLO W o 0 0 0 0 l l LO N C'M d' Ln i �C^)7 vJ 00 } z� Z C)a--+ �--+ W Q z W z O U W z U V O = 5; OF-O Z aF- F-a m= W E- N W ZOX . W IZ m E m N O ZWO Z V az u` 3 Z F� OU _p m z z z z W W J 0 O LAST PLOT DATE • " Z4_0 0 July 28, 2022 W6- I . _J 2ND FLOOR PLAN ALy1&"- 16l I & m limm �) Li11 ROOF PLAN (ELEVATION A 1 /411 = 1 1-011 GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9712) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET EASURE VERTICALLY)BELOW THE RIDGE OR HIGHEST POINT OF TH�MSPACE, WITH THE BLANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS -18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT puG 2 6 lot ws� VIRTUAL P,�tfZ ! !^ d eview As,,.,}�1'ed ana FgC 71h V►anslR view comb Pl with the 2-02 r PX2300 for COMPI. ance Anne Klah Edition by Debra N N 0 N N Lo 01 d�Lo � '{} W h1 ¢ U.` z Q ^, n E W L `? o M� m C-1 Co A� E p 6 t p W 2 o �� Oro 0 Q Ud.� *V) �1 .0 w Q. N C W CC Q C C') aa V, U IUDOOMQ� 0 W Iw o " n �w �w �qzw LLUOO Q zLL00zCww0—wmz JOXW U O U) 0 O Z Ww(L� nwWH51rw¢p Zj w< w<m—wz U0a ~ ¢ LL. Z N OF_ 0 F.:(M O Q U) M � 'rl�t_ �(1)L L_ Lq F-�aM Z00 V W w JQ 0 I I I I I I I I O N N N N N N o 0 N N 0 N N 0 N O 0 N C) C14 C) O O O co co N O i i Z 0 NLo W o 0 0 0 C) 1 I i > 1 Cr 00 f ) v z ZZ w C)0 }� }� W Z Z Z U O woo () U cn ^ i� F- ::) z j OO1.-0 ow- Q Z wawa wWQ m it w fV I-m N w 0 Zo= o� W F-Z) O Z Ua-Z gW� Z -NC Q F_ C.) J O O F— zZ z Lq W J rl- O 0 LAST PLOT DATE z . O J ROOF PLAN A e SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /4„ = 1'-011 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS O2 A/C CHASE O3 22"X36" ATTIC ACCESS O4 STAIRS AREA _ - 2 )�SECONDFLOOR ROOF FRAMING PLAN ELEVATION 11 /4 - 1 -0 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7 —16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCH EDU L [TOTAL CLL = 40 PSF CDL = 10 PSF CDL = 5 PSF = 55 PSF NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= PLUMB CUT , FIELD VERIFY 12 � 12 2X4 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8"�A.F.F. LABELED END MARK HANGER CHART 4 L = HTU 26 (SIMPSON) -Pd = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 134 ATTENTION! 30' Soanlor less DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 60 degrees or less 39 to 1 112 I I 2/3 to 1/2 i line span approx. I Ta line span appmx. 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. ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. LOAD DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RAO1 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RCO1 MOVED FG2 BACK & EXTENDED FT7'S ARZ 08/24/20 RD01 REV. ENTRY JRH 10130/2020 RE01 NEW CODE LCA MAW 1-14-21 CARPENTER CONTRACTORS OF A M E R I C A 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECTVARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC OTC LOT BLOCK DESIGNER PAGE RFS DATE 1 8/19/16 1 LAN# SCALE N329220R 1 1 4 "=1' ??? 11/18/02 9:52 AM CCA4d.dwg N N O N N r> 1J o `°D" ' r 0 c Z W C) I , O z E O W >` 0 " MN d N � V) V _0_10 2 M -Er M :) O U o 0 g) �g a a W L 0 E ri 5 I-) a I a O L11 ow Uj w0� W I. W J W 21.- O 0!�-�¢0¢XWW000_j0 Q Q () <(:Yx-j X 0z200~H 0u)0§0z0R00mzzrnWaWv�L W 0 Z z wwwin�Dr¢� Q�< W_Q55Zwz 00EL LL Ow UHF �Yz¢¢ ¢ Ow o D o¢ x ¢ LL ¢ O LL st 0 Z W O11_ C 5 ti 0 F (M Q U) cM Lo co ti Ln F_ W 5� _M L.L. C L Z V W W J� O J i I I i I I I I I C)C) N C)O N N N N N O o Q 0 Q N r- N N O O O O O � O N O 1 ' z O NL0 W C3 0 C3 0 0 l I i > lV M 4 6 1 Cr 00 cn z ¢Z w C)Q W Woo V UUfn ^ i� z)zj O ow— °~0 Q Z aiYa- m n w N C9 N zoo W � CQ QF-0 . . N O Zwo� �— Z (� Q_ zLL Z Mz L) F- O Q CL z z z Lq � WCq o 0 LAST PLOT DATE • July 21, 2022 z O 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL PROOF O/H DETAIL a 4" 6" 0 U 2 1/2" 1 1/2" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6" SMOOTH FINISH STUCCO TRIM VA 0• c i '--F'AIN I tU KAIStU TRIM BAND 8 O/H DETAIL 9 WINDOW DETAIL B WINDOW DETAIL B WINDOW DETAIL 4' _1-011 4' OFF SHINGLE ROOF RIDGE VENT A5 5 12 II II i II II 12 5 (4A5 � SHINGLE ROOF 11-011. O.H. 7 7/8 STUCCO A5 OVER FRAME-- N'.� — 12" PAINTED RAISED STUCCO BAND DRIP "V" SCREED- 5/8 STUCCO OVER CMU----, PAINTED METAL GARAGE DOOR I so on Monson 00 11MEN low-1 016rel WE A5 FRONT ELEVATION A 3/16" = 1'-0" 4' OFF RIDGE VENT 6 SHINGLE ROOF A5 12 5 II II _ ELEV AT 18'-0" SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER 12 FLASHING 4 _ ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8'- 8" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND 6" PAINTED RAISED TRIM BAND _ ELEV AT 0'-0" FIRST FLOOR FF ?_� I I �w I _j - 7/8" STUCCO (V ih J L OVER FRAME C.J. SS C.J1 8'-0" 14'-0" 8'-0" WEEP CASING BEAD SCREED W/ WEEPS OVER FLASHING 0 0o Qo bD ® io co%-518" STUCCO OVER CMU L - — - — - — -- REAR ELEVATION A 3/16" = 1'-0" RAISED VD R :ORED LINES 12 5 FLASHING- 6" X 1 1/4" THICK SMOOTH STUCCO BAND 5/8" SMOOTH STUCCO OVER CMU 00, 2"- 1'-8" RAISED TRIM BAND <V 0 T _ ELEV AT 18'-0" SECOND FLOOR CEILING F— I �= I I 7/8" STUCCO N � I I I ih OVER FRAME �( I �( F, C.J.I C.J.I C.J1 C•J•I C.J.I 6'-4" 10'-0" 10'-8" L 10'-0" 6'-4" 3'-0" 4 12 SECOND F OOR'FF _\ , DRIP "V" SCREED ELEV AT 8'-8" WEEP 5/8" STUCCO FIRST FLOOR AT SCREED OVER CMU _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0' FIRST FLOOR FF 3 RIGHT ELEVATION A " = 1'-0" 3/16 RIDGE VENT-, SHINGLE ROOF 12 6 A5 12 5 5 �0� it if] woor 111 1111 1 11 11 It'll T I I 1� 11 11 TFIFWTFIT� WITIF WTI 111111 �&l 11 T1 11 1 11 111 TTII III ITI _1IFI1 $W 1 IL_1_1_TTII III I ELEV AT 18'-0" _ 1111 ELEV AT 18'-0" SECOND FLOOR CEILING SECOND FLOOR CEILING I I I I I I I I I I 7/8" STUCCO OVER FRAME I 12 C.J1 C.4 C.J.I C.J.I C.J.I 4 3.�„ 8,-8„ 8,-8„ 8,-8„ 8,-8„ 3'�,� ELEV AT 10'-0" _ _ _ _ _ _ _ _ _ _ _ _ 12 ELEV AT 10'-0" SECOND FLOOR FF---- I— 4 SECOND FLOOR FF ELEV AT 8'-8" ELEV AT 8'-8" FIRST FLOOR CEILING OV STUCCO WEEP 2'-0" FIRST FLOOR CEILING OVER CMU SCREED CASING BEAD zo C? W/ WEEPS OVER ELEV AT 0'-0" _ _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" FIRST FLOOR FF FIRST FLOOR FF kfF LEFT ELEVATION A 3/16" = 1'-0" cp ao FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) au� 2 6 TV VtSIUAL a�v tw 3/p,\SI,.s Virtual rev i�.�^d nand 'aPi Review ��'Ir�lE-`_e 2UZa �Q - plans With the r PX2300 for Compliance Anne Klah Edition by Debra i i / N N O N N LO co coo LL: O' PA �u✓ w _ •, w p z N >LO 0 o C) M %o u M ry 5 0 0 ` OAS Up� 0 mQ .N.iLU N L a:)O C ^ E 1) a W �L (6w0~ H~ � <- W<g~zo� OO QW =—JW3: NUJ v�°Zo�00 oomZz90 � �O (I) 0 Z wv)W:3cnwa�wwW¢ ¢F- U5zWwp2OOQ 0Q 0 =oyzg¢ O �¢w O O Z N OF_ Cn 5 ti M O Q M L0 � ti z W Lq F-WD_M IX0-T- >-O Z V Z W WO O mot' � � � � I I I O O O O O N N 'Q N _ N C O N ' co O p r- O N O I z O N� W o O CoO O I I LOi > r- (V M .4 L6 i I 00 ♦♦ ^r v, } z F- O 4-1 4_0 W Qz z w O v WOO UU— -0 � O pzj_ Opp Q Z a�a l� F_ WWa �--IW F w N F-2 N Zoo ol: . W�� N 0 zwo Z U X CLZILL az z 3e. �� 0U 0 IZ W z z z z w Wqq- � O > O LAST PLOT DATE • July 21, 2022 Z O EXTERIOR '= ELEVATIONS A ELEC METER PANTRY v r � .r GFI TO - AM� C � GFI Al 30" A.F.F 4'-3" 5'-8" KITCHEN Ir _ PANE GFI AT 30" A.F.F. 6'-0" GFI DINING ROOM L TWO CAR GARAGE 48 i o GFI i 110V CLG I MNT. i OUTLET i i i I _ I O, I O Q i I I i I F- - — L- - - - - - - - - - - - - - - - - - A ■ A/C DIS M HDMI 6'-1" I LIVING i ROOM 2'-11 3/4" 11011 1 o CS iTO 2NDI FLR ELECIM o GFI WI N WP I 4'-8" ENTRYj ------- FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /411 = 1 1-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST X FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS Gw'Itir 23pp Sig rya' `�- PS v+ e Q�ans ,mp�`ape'��a P O'�`p`, �a\'-\ ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH m SWITCH 4 1/2" DOORJAMB DUPLEX cm OUTLET ih TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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" 3 WAY SWITCH AT 36" - 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {�- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -{ WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER �8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR CU-182 UNDER CABINET 18" CS-183 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 1 48"CLG MNT WRAPPED FLUOR LIGHT F-,24:R 24" VANITY LIGHTING FFvF 36 :FuR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ,Q EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR EM A/C REGISTER ® THERMOSTAT 110 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 'M o W L -= 0 iM N m } N D p "' r> V -0 -0 � M A� -E r CO W O _D Q �^N` V w Q� E c W 70 L 0 -0 a (�W w W Q W J w 2 � 0 Wo=�J�o�W�LL()ooJO Q Q U F- Joo zLLLLoz�ool- o(nw�ozowoomzz aQ 0 0O CO o z COWa�(nWWw(ALLd'QQ�J QoW° � z Wo�0 °Ex 0 :3 0yz Q Q < LL O LL !f O O Z N OW z F-7 cM O Q w M rl- LL z < w < U� Q. M O Z V w W JQ A O l I I I I I I I O O N O N O N N N N N o N 0 N 0 N 0 N 0 N � N_ N O � 00 o O O r- C, o N o I I ' z O NLO co w 0 0 0 0 0 ! i L> N .'i 4 6 1 Cr M VJ }~ ZZ W O �"ar ll.l ? O O O V W VUFn =)Z> ow- f-o Q Z wx� �■ t— I w < rl = Wow N O ~moo r*4 zz o = QF-� N O Zito z U CLZu- u_ az � Z F- U � O IL _p W z z Z w W J 0 0 LAST PLOT DATE . " July 21, 2022 Z 0 1ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (ELEVATION A AND B' 1 /4" = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) 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'fHEM 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. Per' � F' J r 6aSx 'jip0 �S C eZ6T Q�23 �� .V C'o` k Nkr r a\ e w�e �\ Pn�\e `a ?\ansoc�`��a0e��a ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH 4 1/2" DOORJAMB DUPLEX OUTLET in TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S �' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET 6- SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -a DIMMER SWITCH AT 36" -M] PUSH-BUTTON DOORBELL {�- CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: �i 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER �8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR ©s SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-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:M 24" VANITY LIGHTING 9RF 36 :7mR 36" VANITY LIGHTING 96--4848" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND ZT 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MKr MASTER STATION _M&3 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR 99 A/C REGISTER [� THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. /N > O o W IV ,= so U C) MN ti N 7 N V co M to � o 2 S �s °gig W< •N tL QN c EM TN L. o .9 v a W W �LLj vi w0LU H f-Q w a! ~Z� �°-J�03wc)LL0oU__jo Q Q U j 0 Z� LL O Z 0wwW!2z WoommZZ a Q c, L 00 0 Z cn a www � Z U_w< ¢mow°g�a-FEL ZyoZgwp�o�¢ (� OQ o O oQZ�a aLL LL O Z N OF- DD 5 0 F— cM O Q U) tM Lo U) LL^ z F- W cM 00 < Z V F- W W J� co t t t t t t t t t t � O O •- O N O N O O N N O 100 o � O o NC) o t t t ' z O NL0 w o 0 0 0 o t t Loi > N C6 4 6 w }~ zz W aw O Q w Woo V VU(j) F- OWE �_o Z WW2 F— ww< M[tw N F_2 N w 6 z0 o= � QF-:) N O zwo Z V aCLZw z Z F- OU _0 W z 1 z z z � w J W 0 O LAST PLOT DATE • July 21, 2022 z 0 J 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 NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACO-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 1 UBS 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 IAM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM •(READ 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 308A.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.3. 4.4 4.5 4.7 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) : 31/2" 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. 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. STRUCTURALLUMBER: 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 FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 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. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 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/sprinklersysterns including all risers and spray heads shall not be installed within 1'-0of 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 wi11 eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpo and mortar along the foundation perimeter must be removed before exterior soil 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) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 16x7 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AI(1TC- 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. Kin-rC GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. red ��;r�\E,. e 2 J2a V 2300 ,�' oCA ev,e\N nth tr h� PX ;D\ass 1\ao ce �N rye K\a {oC c or by Debra A N N 0 N N 01' _. o 00 O ', 0. 1 ` H� Z W o W Z Q in A' n` N E `-OM O W i Co ) r'i toCO C E .O t 0 o �s ° �� U '- N V w aN 7N >` cO EM m V ^ a -00 0 W W W P W J w�_ O H 0_' J � Z � Q z W�- a 0 a a LL U 00 O J 0 QW Q H U H J Q 0 zLLL0_z20 i. aQ O Z 0 w a- w W M Ir w <0X -1 a~wpW��zWw°o�opIL LL 00W o D oQzg< QLL rLa 0 O O Z N O� U ti c'70 M Q � Lid U) LL ti z LLid M oo < >- Z C) I.- WQ W J QO d" I I I I 1 ' I C)o N 0 N 0 N �- N 0 N 0 N 0 N 0 N N ti N_ N o C) � o O .- o 1 z N� tY o 0 0 0 I I 1 r. N CM 1 Cr COM v/ Z Z W C)z w ZU O U W OO U U U :D Z 5; ow- QZ aHafa �- F- WW < LU TI = m H W N O F-F-2 N Z z)O OU) QF-� N Q O zoo Z U aZLL 1..` ZQ z F- J OV Oa z SNO Z z W11t r*- N > C:) LAST PLOT DATE O z 0 J STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 'iiu`ALL SHEATHING II II l 1 11- -4 ��i 1 s ,q ; I 16GAO-TC" LONG (314%1" CROWN) � STAPLES (a) 6" O.C. VERT BETWEEN I i�ax� � I � I 16GAx1-1,'2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES ai 6" STAPLES BETWEEN STUDS AS SHOWN - O.C. VER,r INTO STUDS i (NOTED THUS:) METAL LATH ATTACHMENT DETAIL REV. 09 24.^_1 SCALE: 3/4" = V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH - "ONLY APPLIES TO LENNAR TPAdJAX*" 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 5-0" STUB -OUT FOR -' GAS METER O 0 (V H C G 000 a _ �o 9 ' u7 o U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'4- (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 UP w 15/32" CDX ca PLYWOOD OR O 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 911. + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + /++ ++ + +++++++++ + 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r 1/8" gaP r + �'f FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8"min. Small ?" min. 2" ) gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 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. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cMi imn Wi Innrie N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.` consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side atbearing. 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 tJse 3" (10d) nails at 6" n r.- `TT/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.' 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— , • ■ ;: ° G sDO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6„7=ROUND LARGER THANLE MAY THE WEB. PROVIDE AT 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 V-0" V-1" V-2" V-2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1-0, 1'-1.. 1°-2" 1'-2" V-7'" 2'-5" 3'-2" 3' 10" 4"-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11°' 7'-11" 8'-11" 24 V-0"' 1'-1" V-2" V-3" 2'-5" 3'-7" 4'-9"' 5'-10" 7'_2" 8•-4" 9'-0" 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 1Y" 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. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Jc �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gaP 1 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. eb stiffner as Web stiffeners are not required when top p required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sw 1 - " 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 T R TRUSS 'OP PLATE ]up TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'°• . • FOUNDATION INFO ° A' STEM FOUNDATION GRADF REINF. SEE PLAN ML, UNA.= 4-- t'Vt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° •° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 1 . . ° 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE . A n III —I A t= I II I I F_ I SEE FND. PLN. le SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PLUMBING LINE v ' A ° A a — ------------ •—o----� 4 ----------------------- z &'° CD _0.. d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ° I.AlA .4 --.— -- a. A� Av G A a ' =1 I \ ... ' '' a— a---- -�•-- 2 2022 VR/\ SEE FND. PLN. SIZE & REINF. VIRTUAL REVIEW °SSIS- Virtual Review ASS°-! Plans Review com;�lF.�ed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N Go CID o *' 00 LL w .t O z Q W L.1O `'? U M (\I N vi 02 jt� V d M C W S O P$ } O u- o aa�i Q U1 ci U } w Q: n W 7C)v C � E C)�0-N a a W C7 W w W L_ W J W 2"O z �O� < <`�a�U00-i0 Q Q I— U Q 0 ZLLLL— __10 -aa pcnw�OZOw00mZ S2 O O O Z JO��ZYOZZ�pW0Wa. w O H 0 Q W a F- Y O� Q OQ o =O o¢z� a O O Z N _Ow_ U) Z ti CM O Q � M � U) ti LL H of a- M a. Q00 C)< Z z3: W J 0O ICT I I l 1 1 1 I 1 1 I 1 C)C) o 0 0 0 0 N 0 N � - N CD O Co o- o I I I 1 z O N LO w o 0 0 0 l 1 N M 4 1 C DO } z� QZ w CD- -- 40 W zin 0 0 w 0 o — -0 _ :D -0 0 ow- 0 Owo Q Z �— 1 wpm SwF T1 = mg-W N (D z = _ 15 QH� z�0 Q Z O aZLL �z U _J O � MMO W z S N 1 z z W J mzt N LAST PLOT DATE O z O STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 0r THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF ///--- 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" 112" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W! 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD w MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER o 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 E N' _ r ° , °n Z co r, � _ I I _ 6 MIL VAPOR-,/ BARRIER _ D D I I N COMP. SOIL. III (COMPACTED TO 95% — I I I —I I I=1 I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557)_/ ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. ,z —J .. �..'.: . 4' CID If �� I ��e:' � : ��:', III! 1 -T I SEE A/S3 OR J/S6 I I(I I I1 �--I- lit FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)j / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" - CHAIRS (TYP.) D ..� ° D ll�IHI1= 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) .1/2' GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E .6x6W1.4xW1.4 WWF OR FIBERMESH ° I �IIII q9� TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T ELEV. 0'-0" OIL IL A.F.F. a. a p 4' 4 .. ELEV. -0'-3 1/2' e. ° A0 ° O 2x4 CONT. .a - < .. ...a ILLea w - I" e... a e 04 Q'. ° GARAGE DEPTH VARIES e... .. 4 a ° 4. GARAGE SLAB AT STEP K'_B� SCALE: 3/4"=V-0" S3 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 S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10--0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21 WWF OR FIBERMESH 3 1/2" MIN. 9 ° I'31/2"(min.)- 00 ° 4" 31/2"(min. -4' II — FE IF, _ I-11 I-1I I I9 I l I I -11 (2)#5CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP SHFARWALL C "SHEAR WALL" SCALE: 3/4"=T-0" k e%n 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING o�osG NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM LOAD BEARING OR INSULATION PER FBC AND ENERGY �p NON °JS 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. UFORM SUBMITTED WITH PERMIT \� °° INTERVALS NOT EXCEEDING 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 - #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS O.C.. PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @24" VERTOR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR "SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR72X20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) PT PLATE #5 REINFORCING 5 , MIN. TENSION 2600# SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - r - - z.1 WEEP SCREED INSTALLED �,P 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH CO E ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 D ° r 1 D . D - GRADE 40 MIN. Fy= 40ksi - GRADE ��-------- z #3 & #4 LAP SPLICE ° p FINISH GRADE °° [GRADE 60 MIN. Fy= 60ksi] g jl I D III I II o MONO OR STEMWALL '_ ° � z °'' - D D' 25"MIN. LAP PO -MIN. LAP] D -I - D D p - wFOOTING MONO SHOWN °° FOR CLARITY O° 6 MIL VAPOR BARRIER D R 17/8" #5 REINFORCING BARI 1 � I �I1I �I—_ —1II1�IE 1F91F1F91�IIk #5 LAP SPLICE (2)' �#5I CONT I �O1 I NI TI I. I I Ii �I I I DI�II•�I �°I�'I I �II •I I I I �I�—I II II II HII �I� II �I' I ' I' NOTE: ° -' MIN. LAP [36"MIN. LAP] — ON 3" CHAIRS *FOR BEARING WALL COMP. SOIL. O1— 1,�8„ ; (TYP.) W/ UPLIFT ONLY gMODIFIED PROCTOR ASTM 10" �I H I =1 I F� I ID1557) -III, ; ,III=II�III=1 I I-1 III —I 11=1 I I —I I �J I 1=I I 1=1I1=III—' I 4" I I—" I -4" #6 REINFORCING BAR #5 STD. 90 HOOK "I—III-III-JIITIII=II�III=III,; III-III-III—I�1 #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING KE REBAR DETAILS F WALL w/ UPLIFT G 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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. r--2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0' (R302.11) INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON 001 w/ (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. I1-'31/2"(min.)- 4„ 00 31/2"(min.) - 4" (2) 95 CONT. 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=11 S3 SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--\ z GRADE 00 IF I LF-9II-1 • _—I I I I —I I —I I—� (1) #5 REBAR w/ OPT. '=11 1 I I Ir== I N 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M N e • "' ~, �—I 11=1 I�� II I I I� I `_ I I I=1 I mo" �II=III •' :.. :. - 4„ 1 ao -fib l :•� A ; : b SEE A/S3 OR J/S6 -I I I Fin I, , I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR x & LAYOUT DESIGN " 4 a .. — — TOP OF BEAM a - - c I II I T SEE ROOF PLAN HTS20 FOR STRUCTURAL - — — -° ° I I -I o ^ I II-1—IIIiI °. I " (2) BEAM SIZE & CONNECTION INFO co P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR e •. :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM 'LATE TO CONCRETE AIN. SHEAR 180# MIN. •ENSIGN 120#) CONCRETE SLAB _ � Q OP �1=111= I I M 6 MIL VAPOR LllII� II - BARRIER '�� I � I I� I�� 1I- II 11—I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 I I 2x4 #2 SYP P.T. FRAMING w/ I 11 I-1 11—I I 1 —fi " 18" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � +� z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 :o: PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD = - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES FER PLAN r° CONT. BEAD SEALANT MF w! MIN. (2) #5 VERTICALS co Z GRAD a - ° E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `1 SIZE AND REINFORCEMENT) C7 I I I II: a d• I �I 1 I �' I�I�I I ' II t v WWF OR FIBERMESH , 0'-o"FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS ? a w w p o rn _ " U) II I I i Z =1 I I— • • ' "• _ _' °' ° — — `�' Q a _*,=--p a lI I I I —I I I I I I OOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILV4 N SCALE: N.T.S. S3 AUK 2 6 ��J22 v I R T U A L RE VIhW 4$SI$' Virtual Review Plans Review coin;�iel ed and apt,-A-o e for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 00 C' CwC z Q /1N o ^ o N co VI U 7 ° m a> t a O 2 g O E: Q t U6 t< •^V) U 1U I?N C W L O� Eri � a LJ.I LLI w W W J W 2� O woa a2� QgYzp z W Ix UI Q Q U p'��_j�03:cc LLUOLL-jO j08 zW 022061.— F— 0�Ix9oZo�00mZz �Oa>zYOZzILL 0 a u) Z ¢~pw0�►a-V H620,Q O� o oQza LLa 0 �aLL s! fo O z W 0F_ C� O z Q U) cM � U) LL U ti z W fq CL C'7 00 Z U F- LU W J 0 CD I I I I I , I O o 0 0 0 0 0 0 N N N N N I'-N O \ N O O N C) o , I I Z O N L0 W Q'D O ic� I I I � !c^r vJ 00 } Z� QZ LU 4-0 O4-0 W ? rn 0 U w00 UVU) �z> O or< Q``^^ z aWa Lilo F_ t W Q fV I-5 N Zoo w a g3u7 . . N Q 0 : Zoo Z V gwLL Z LL n- Z Q F- � OU a MMO W Z Z z J W� 0 LAST PLOT DATE 0 Z O STRUCTURAL -- DETAILS - MONO 12 `\TYpj SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE 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) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID +++ �POINT UD W/ (3) Od NAI S 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 BLOCKING (TYP.) SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL L-ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW / B KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 n NMI , •11' . i • .. .� •' _ ' ' •' • 11 mill11 ■EIll III■■ Milli MINE ■�lll lii■■ ■■III Iil■■ Milli 1!!I� ■■I�� III■■ Milli llllm NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (3) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD LYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL 'NENEIRIESIONX > J 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B SO S 4 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END I EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMP N P w/ ()—(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) UPLIFT CONNECTOR (SEE SEE ELEV. SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 1 Od \ �' NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -7-7- SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 2X STUDS @ 24" O.C. If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS IU0111:11 a a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4�„ SPLICE STAGGERED Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K'M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON nc C C P.T. ATE olmroury Jr4 3P2 SIMPSON SIMPSON SP1 104 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL c. NAILED INTO TRANSOM FRAMING SIMPSONCSPTSO� SP4 €o M a,. d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 4" a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END J� w U Z d 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FORI�\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL rj SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. V 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE F 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 @ 2'4' O.C. MASONRY WALL 10d NAILS @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERE D TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES G 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)1 Od NAILS MASONRY • SIMPSON SP1 w/ (10)1 Od 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 rR SCALE: N.T.S. S4 VRA Virtual Review Plans Review coiTIple,.ed and appcoied for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N N v ``' o � it u-. !2 z IN - " • w Q z Q E OF, o CA .4-M NCi V Q-0m C co 2 S o OU-o Q s gyp' }< •(n V W I?! 0 o EM L. � a V, w W P W J W 7O -,00 U_00 OQ Q QXz0f ozmoc- <00Q¢O oz L F- OwOOmZ OmZZWXQZ zZQO =OZwa0W <Q��WZWpaQ o �LL Q Ow QZ 0o Z) o�Q o U__Q sE O O CN zw O� cO. Q cn M L!') Q�0-M Z U w� O d' I I I I I I I I I I O 0 0 0 N 0 N N N N ti N N O `� 00 C) o o ' z N� o 0 0 III I > � N c7 d' � � ' 00 rr ^r vJ } z� Qz C) -+F-+ w co z O V w z (3U to DZ5; � � 0 0r� Q`` Z aFxa r— ^� ko I— �WQ N � W -Fw [V Z -,O W a Q6U) . .N 0zjx0 2§ z V a-Z � Z az �� U � p 12 _0 W z z z z w W J I — V Co 0 LAST PLOT DATE 04 0 .. z 0 STRUCTURAL DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 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 DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 45" ± 2x4 CROSS BRACE APPROX. 8" FRO M RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS (24" WEB, USE MSTAM36 w/ (7) C MAX) w/ICAL 4"EB 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"± / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD ku SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (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 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. 5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING N N _ N co co SEE SCHEDULE - [RSHI AND FASTENERS. (MIN. SEE STRUCTURAL NOTES AND NAILING - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) x INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1111/ C° oo 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF tlp EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d& (2) 10d TOE TRUSS SPANS4a ATTACHED W/ 2 -16d � 4a NAI NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END 140TES: 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCAT!ONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP. AL INFORMATION. OR SCALE: 3/4"= 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. c+� IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. SCJ F'HL-LNLiINLLFiLU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 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 1O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 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" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) --GUN]. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING—,_,2x4'T' BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" USS O.C. TYPICAL GABLE TRWEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-O" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 111111111 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AUG 2 � 2022 Y3W ASS S' Virtual Re,/iew Asp , Plans Review comp,F, !l and a for compliance with ne Klahr PX2300 Edition by Debra An N N O N N ti LO LO e z 4.1S• --- j.- W' z Q /�, E W L o `? 8 0 M v d N M . 3 f/I''■ a V = 6 a0 w M o C: O P 8 Oro �Q t U a O 7� i o I✓M rn V a ^ 0n -0 W w WUi W J W 0 O H J Q' Z Q tr �� a 0 Q W a LL 0 0 � QZY) Q V U0 <00-jzLLLLozmooZQQ om9L:)z oomZ 0 0 (A 0 Z WWa>ZYW zU-crQOW� ¢OW0gV--WW620 ¢ oof o :3 o¢Z a Q LL Q O F LL sE O Z W O� (n O 0 � M O Q _I L.L ti z W Lq M M 0>- < Z U LUz3: W O J O mi d' qzt I I I I I I O O No N CDN 0 N QIN N N Q � co o o� o I Z o N of 0 0 o I W 9 1 07 00 U) } Z F- Q Z W O ♦,d f� W Z zz O U woo U V LOn Oor>a. 0 QZ aira. W a rl = mr-W N (r 0 �O� W >- ��Z) • • N Q 0 z0fo r Z U a_ z Ln z � LL � Q � U � O Z Q z z w W J O 0 LAST PLOT DATE O Z 0STRUCTURAL DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020}RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHIIJG TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS lx2 NAILER ~ PLYWCOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS i W/ (4)16d TOENAILS TO TOP PLATE o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 rB Y 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 ER PLAN p OR FELT PAPER FOR MOISTURE BARRIER I e �. .: . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL uj 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M �TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c N e FINISH GRADE 00 'd . 6x6 W1.4xW1.4 I_ I I II I I I ICI II I o Z T WWF OR FIBERMESH� rz �I T g I1 `-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) � W/3" MIN. CLEARANCE 4" 1'-1 TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d xl 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER 4TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T' CORNER TYPICAL'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 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"QS 6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW SCREWS TO MANOONRY 11� Il WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE d o a e. 2. a. �- SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �•�, 11-1 11 8" 118 I ID -ICI _T, 8, CHAT RANCEMIN3" INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w W _ co 15/32" OSB EXPOSURE SHEATHING .31 x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL H HEIGHT SHEET C U) Z G FLOOR SYST M (2)- 2x TOP PLATE o�rvrvv 15/32' OSB EXPOSUREI w F SHEATHING w = SOLID 2x U) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X- G.Uu C x/Fl ¢WC x E F- 2x STUDS i BEYOND. SEE PLAN O 114 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" S. = NA SPACIN S 3r4" 1/2' z. SINGLE NAIL EDGE SPACING T 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 VERnM BLOCKING SECTION X-X S�cF � O� 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.) 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END L JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT j PENETRATE SURFACE MORE THAN S z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. cn E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J J ' ¢ O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER U—) � w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. i F Ok O z Or LL ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBER IF GABLE END LL (LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oxTFiQ7 FLOOR TRUSS / OR i �RFAM SEE PLAN FOR REQUIRED - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 WlAxW1.4 WWF OR FIBERMESH d ° -III—III—III—I I ' ° ° ° M III —III —III II d.: ... 1-1 .: -III�� III II I —II I I I I I1=1I1=' (3) # 5 REBAR ON 3" CHAIR 4" l'-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 SIMPSON EA END EA END EA END EA END 114, (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 60 FINISH GRADE op tw 05 s �� cJi r. (u�e� PEJ `n' AV ' nd apv- 7th V IRIUAL V� �Ilrtu, e�ie comu�the 2(2d fB 3p0 pla compliance \ ' Anon Kuhr PX2 JOT pebra E6600 by N N O N ti OD I G; o �'&t'~/ \ ' UJI W L C'Or? U M�' S 10 Z .O 2 8 TZ1 •� O � o N Q u "N a } LLI QN C a)L V Oc) E aS .5 IC3 a a LLI U1 LU w LU w J w2-0 H R' J w Z Q w Q V Q�- JQOawQLL00cc Q0_0 =cn0�ZU-LL- m0za< C(0 U) O Z _j(:a>z' aI-z1iXOW0wa WO�H-� �YO�Q0Q Qo O 0 D 0QZ LLQ O Qw it O O Z LL Oi- > (n O z �(�cMO f) Ill- 'q —1 cl) LL coz ti ui < �Wa.M Z V wZ� J CO I I I I I I C)CD 0 0 O 0 0 N N N a N N N a o CD0 o I I z 0 NLo w w C) 0 C3 C> I I ' r f >_ ZF- QZ W C)4_0 w 0 V 000 VU(n Z)Zj � OOI-� ow- Q Z a.�a ■ V0 W�Q N mW N ZOO oco w Q�Z) ■ N 0 Zw0 Z U �Z� W a Q WZ F_ U 0 0 aJ. m z S6 z z z W W 0 LAST PLOT DATE 0 .. z 0 STRUCTURAL DETAILS - MONO i 1/4" MAX t Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. I APPROVAL FOR CONN. 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 1 "DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16"0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" 1 x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /211 DETAIL 1x4 P.T. & 1 x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDCE DIST. APPROVAL FOR CONN. ROWS 3/16" x 3-1/2" Tm(2) TAPCON @ 16" O.C. & / 4" FROM EACH END w/ 2x8 P.T. P.T. AS REQ'D MIN. 2" EDGE DIST. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. __1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. i_1 /d" n1=TA BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 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 45A DIAGONAL (4)1 Od 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 J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B EMBEDMENT INTO ) /4" MAX 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 B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 a +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4 xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 TROWEL00004- ; .Y REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST " ' SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 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. C p II i I II I III D. 4 - �II. MII n — 11 117 GRADE ,. p. N P Cl) Z \ . N � G 0 (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 11 YP.) rHE :S I IAIAnnC 3rADI C IAIQTAI I TInKI FILLED CELL INSTALLATION I H SCALE: N.T.S. SS :�.. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN ` .4 SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BR WALL TYPE -j—+- i � ALUM FASCIA PER PLAN 1 I , `�� r 1-3/4" TRIM PAINTED I , SS NAIL w/ 5116" HEAD F tCHANNFL, —4 FASTENED PER 1 - DIA I(0 24" CLC. NOTE 2 BELOW --) 1,J 1 CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP BLOCKING w! 2-12d NAILS (") CHORD EVERY OTHER TRUSS w/ 3-12d NAILS. TYP. ('") 1 G.CJ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON i HE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND MADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHNIENT AT WALL (PER ALPHA ALUM INC FL# 1fi544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU v:1 T NAIL .09T' DIA. @ 24" O.C. wr 5rd" MIN. EMBEDMENT WOOD w.' (3) 16 GA. 3,,4"x IM" CROWN STAPLES @_ 24"MAX- O.C_ IN DIAMOND PATTERN SUB FASCIA W 16 GA 3/4"x1t4" CROWN STAPLE EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE 3 4" -1'-0" 1"" FOR ALUMINUM SOFFITS WITH SPANS RE'd Obi 23 2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION! 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. O�FRygN TO TRUSS TOP CHORD l + + �yOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT 2X4 SYP .. + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI%1: MSTAM STRAP RCAI F• 3/d CCC CUCCT M AAIn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /-ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAMI0KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1St4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. '•'.�'•,f' ' OVERHAN 3 RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-011 51-011 ©MS It>' Y >� c A #5 BAR p' .. a , . � CENTERED W/ � o ° 9 IN TOP o KNOCKOUT/ 04 ° CHAIR BLOCK III II —I ° MONO FOOTING SIZE AND REINF. PER PLAN III —I AND SECTION DETAILS -I CLEAN FILL DIRT Z STANDARD o 0 nI #5 BAR IN 9Y HOOK FILLED CELL It ♦A ♦ ♦ -l.- ,♦ -n ♦ ♦A AA STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY f 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. SCALE: N.T.S. Air 2 6 2022 VIRTUAL RFVItW ASSiS, Virtual Review Asl�s� ' �' ap I o-, ed Plans Review Corr; iF,.ed and FCC 7th for Compliance with the 202 Edition by Debra Anne Klahr PX2300 N N O N N ti �_=:•: 4. o 00 0 ♦ n z ' 5 0, w *� • �� `� 0 �'��r��i fib" '.,r�"• � UJI Q N LO E 0 L. ^ UU. in U L t �O 8 di 0 �} ° "g a a U6 .—.0 � ° w Q� ^ W i cO E " a� Ca '0 W W DW In WO~ ULI F- �~zW :U_UOo O F- Q F- - J�0�w 00zj 0 0 QUz,OROOm0z �cnajLL-LFzy0zZXzp9�O Cl) OZWELI<-wW,UQ� 0 pQ °of IS oQzq�Q LL.a O , aLL O O Z N 0� I` cy) O QC/)M�f qql 2 W I` � w C6 0000 Z U W W J O I 1 I I C)C) 0 0 0 0 0 �- 0 N N N a N a N o o h o c�•1 C� co o �- I I I ' z O N L0 U' W O 0 0 o LO i N cM 4 w ZF- W QZ w C) W O U WOO_ UU� > LO .0 0 Ow0 QZ Il.D_D- �_ F_�WQ T� = m�W �y C� I-F- (V z6= 00 . . WIZ) CN Q 0 zDfo Z U W �ZE Wz Q F- J OU Oa z z z z W W CD N 0 LAST PLOT DATE 0 z 0 STRUCTURAL -- DETAILS - RETRO FIT SCALE: NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND _\ MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: ' = T-0" MALL SYP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" i� I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SECTIO 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" N D-D SCALE: 1" = 1'-0" r`2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' 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 CONC. W/�' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: 1'-0" 3/4 li ON DECK `-2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCF C SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 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 rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) 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" FLOOR TRUSS OR GIRDER, FIELD VERIFY SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR (2) LAYER t' EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 T"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = V0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING J 1 MI M I--#UIVJ I MUU I IUIN UC I fRI LZ) (IF 11X17 REDUCE SCALE SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2, PSON M 10dx1 ECTION VIEW "H" SCALE: 1" = 1'-0" Pss,s y1d apl � �Rt1 Rzv�e'N r ,F,�U26 X23p0 v �ctu s ,evJ G uth tre hr P Pia Go,mplian ebra P.nne K1a Eon by ° N N O N 04 ul � Lo w 0 z a E 0 \ ' 0 cN ti = te oM v -0 o- � Y/ O 2 o 0 �s U 2< 6 • N w C) W L cO Em rn a --0. a W C� W Dui ui w0H �LU Q _j w j~zof z �°2�aoa�auLC)O2_jo Q Q V F— <0R-'npf oz200 ~ aa OwaOOOzz OZ IL >wwv�zwm wi¢ _jw z��Q�wO 0wz�a ILL Ow �_ �w a a OQ o =O 00Qz O O z04 w Oi- U Z ti Co O M Q U)z CL U) LL "t m co ti W -ci Li') f— w a. M wo-2- Z V ujZ� W O J O mi I I CDC) No o 0 0 0 0 N N N N N ti O N .- N O O N M o o o I I I I + z O NY! W o 0 0 Cli i i 1 cr M (f� }F z - w z a w O W z zz O Woo 0z�_ L 0or< Q Z aa�a `^ ��Q T4 1:1m W F- r w N V i N � Zoo om: . . N O z0fo Z CLZ� z OU 0 a z a z z w wST J C) N 0 LAST PLOT DATE O z� J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 53010. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1 0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-0" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT �rpE 8F8-0B 8F12-0B 8F16-0B 8F20-0B BF24-0B 8F28-0B 8F32-0B LENGTH 8U8 0-18 8F12-18 8F16-18 81`20-1B 8F24-1B BF28.18 8F32-18 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 g 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 908 1238 2177 3480 5381 8360 12394 37 8825 14 T-6" (90") PRECAST 1 1011 1729 2632 2205 1 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 253E 643 1052 1533 2093 2781 W3 38 4754 45 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 PRESTRESSED NR NR NR NR NR NR NR 15'-4" (184") N.R. 412 710 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.RNR 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 1 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR1291 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 CAIT-/m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B BRF14-OB BRF18-0B BRF22-0B 8RF26-0B 8RF30-0B LENGTH 8RU6 8RF6-18 8RF10-IB 8RF14-1B 8RF18413 8RF22-1B BRF26-1B 8RF30.16 (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 4-4' 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 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 1 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zT-4 m SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4' 4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4~1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8F28.1T 8F32-1T LENGTH 8F8.2T BF12-2T 8F1&2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 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 P591 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" I112") PRECAST 680 113 15 147115 181 15 2152 16 2494 15 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 552 91415 11 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 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 1 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 1 897 1224 8 156214 8801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 t0 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 (#) 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 CAIT-/m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B BRF14-OB BRF18-0B BRF22-0B 8RF26-0B 8RF30-0B LENGTH 8RU6 8RF6-18 8RF10-IB 8RF14-1B 8RF18413 8RF22-1B BRF26-1B 8RF30.16 (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 4-4' 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 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 1 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zT-4 m SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4' 4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4~1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8F28.1T 8F32-1T LENGTH 8F8.2T BF12-2T 8F1&2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 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 P591 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" I112") PRECAST 680 113 15 147115 181 15 2152 16 2494 15 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 552 91415 11 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 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 1 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 1 897 1224 8 156214 8801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 t0 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zT-4 m SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4' 4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4~1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8F28.1T 8F32-1T LENGTH 8F8.2T BF12-2T 8F1&2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 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 P591 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" I112") PRECAST 680 113 15 147115 181 15 2152 16 2494 15 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 552 91415 11 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 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 1 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 1 897 1224 8 156214 8801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 t0 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4' 4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4~1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8F28.1T 8F32-1T LENGTH 8F8.2T BF12-2T 8F1&2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 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 P591 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" I112") PRECAST 680 113 15 147115 181 15 2152 16 2494 15 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 552 91415 11 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 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 1 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 1 897 1224 8 156214 8801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 t0 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4~1r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8F28.1T 8F32-1T LENGTH 8F8.2T BF12-2T 8F1&2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 1 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 P591 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 1021 1634 12 210 11 2571 10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" I112") PRECAST 680 113 15 147115 181 15 2152 16 2494 15 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 552 91415 11 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 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 1 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 1 897 1224 8 156214 8801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 t0 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^wr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26.1T 8RF30-IT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8P.F30-2T 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 (#) 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 e � 4 >- D � e _ D D O � o D o Q o o b o o b o 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 e 4 > D � e e 4 >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Y""CLEAR C.M.U. co U)x 0- e = m O m N a_ CO c #5REBAR AT o L 0 o w c ° BOTTOM MIN. (1) m¢pdmZ REQ'D Q�v�w- Z-w¢w 16GAUGE ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE 95 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR ¢ I- C.M.U. Q ,�', BAR AT BOTTOM TEL CAVITY TOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP IrGROUT QH z= O z= m 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 1ST FLOOR LINTEL PLAN (ELEVATION A' pub 2 16 1022 , LO Go ssIs' .� REJIYW 'cJN'C`{ ., irtua� Review � � .�. ap C-7th e�'1e`N 1.UZG F 3pp pans R ce With the pX2 for oomP\ian Anne K►ah Edition by Debra U':01 oo W of cr 0 N N O N N Z REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL 'C' (1)#5L(ll#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9.162 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 41$' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-9" C-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 61$" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 64' 7-9' PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 1 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No.5 355 649 649 489 649 12'-0" 101-W PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'4" 11'-7' PRECAST (2) No. 3 2 No.5 312 570 570 391 570 13-4" 17-9' PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 17-9' PRECAST (2) No.3 2 No. 5 270 1 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. I T-4" 164Y' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 35: 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No.5 20'-0" 18'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116strrand+ 203 203 155 215 N R (2) 7116 strand + 24' 0 22'-8" PRESTRESSED 2 1 1 No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ ('QUANTITY OF #5 BAR AT S -SOUD LINTEL I LOWER UNTIL CAVITY [8x1 I6-P-1 L/1 U] NOMINAL W IDTFJ J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (0)#SL(1)#5U (1)#5L(I)#5U (1)#5L(2)#5U DETAIL W DETAIL'J' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10" 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-&' 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 614" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'$" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'$" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 64' 74Y' PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'4 101$" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4' 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0 17-9' PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14' 8 13'-4" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1291 1291 775 1270 No. 17'-4" 16'41 PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'$" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOUDLINTEL -1 I LOWERLINTELCAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHTUPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(0)L #5 INI I L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL'DF &'DF DETAIL'DG' 3'$" 74' 7-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3'-0" 2'$' PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'$' 3'4' 3'-U' PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 54' 4'1" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T$" 6'1" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 7-9, 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#SL(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#SL(1)#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'$" 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 &4- 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 74" 8'-0-. PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 7-7PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12' 0 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 17-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 IN-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'$" 134" PRESTRESSED I2 1 No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 IS'-4" 14'-0" PRESTRESSED 121 No.3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17-4" 161-0" PRESTRESSED 12) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. 20'-0 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 607 607 317 601 2 No.S 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No. 22' 0 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 488 488 260 493 No. 5 (2) 7116 strand + 24' 0" 27-8" PRESTRESSED (2) No. 3 (2) No. 399 399 217 412 . ,4w DETAIL "E" DETAIL "F" 1 • j DETAIL "G" TYPE DESIGNATION P - PLAIN LNTEU QUANTITYOF #5 BAR AT S-SOLID LINTEL *� r LOWERLINTELCAVRY [8xl6-P-1 L/1 U] NOMINAL WIDTH j LGUANTRY OF 45 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L Il)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'$' 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" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE f2l No.4 3706 3706 1 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" 101-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-7' PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 17-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 17-9' PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'$" 13'-4" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1948 1948 1093 1591 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 174' I6'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 19'-4" 18'-d' PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED 121 No. 3 No. 5 740 740 393 772 1 1 " DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU rQUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1 j 6L/1U] NOMINALWIDTH LOUANTRY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)UU0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 2'-4" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4-9' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 103100 9686 10000 4'-2" 7-UT 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3-9' 7-9' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-17' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 7-8" 8'1"' 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 T 1563 1563 1113 1455 i ;i i 1 . •i ,i DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTBY OF #5 BAR AT S -SOUD LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIOTHJ LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN ,0 7/37' STIRRUPS AT 4'-0" cc co CIDC (TIED OR WELDED) LO BOTTOM BARS CM SEE SCHEDULE MN 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" OD 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (21 No.3 100D0 10000 10000 10000 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'$" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 6'$" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 M 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 2699 2699 1959 2699 12'-0" 101$" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 134" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST 12) No.3 2 No. 5 1878 1878 1225 1878 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. W-10" I6-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2I 7strand + 24'-0. 22'-8" PRESTRESSED (2) No. 3 2) 1 (2) No. 5 898 898 481 947 TYPE DESIGNATION :1i1 �riYi :piY1 P- PLAINLIMEU rQUANTITY OF#SBARAT :;iA :�i•; `iw S-SOLID LINTEL -1 I LOWERLNTELCAVIIY [8x16-P-1 L/1 U] •• '• •• •?. '. NOMINAL WIDTH `QUA_In OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Ll DETAIL "O" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20LL RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 74' 7-9' PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 N-9' 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 44' 3%0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 6-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91$" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 •% �i� t TYPE DESIGNATION [8x16-P-IL/IU1 DETAIL "DL" DETAIL "DM" DETAIL "DN" 0 rXIIIIIIIIIINIM 0 O O UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN r SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L ETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'$" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'$' 2'4' PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'$" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'$" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 51$" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-9' 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'$" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 _Lf? 4' DETAIL "DA' DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR UNTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL -DO' DETAIL'DP' DETAIL 'DU &'DP' DETAIL'DQ' 3'-8" 7-4" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 100D0 10000 4'-7' 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 50" 10000 7066 10000 5$" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54" 5-9, PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'$" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 ' •i'i ` �1 s'?i 7 � .1! � .1'� � '?•�w: •;•mow: .1•r '?•�w: DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-IL/I+ 1 aYi MIL +Iw�J L�vrr TYPE DESIGNATION P- PLAIN LINTEL QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-]L/1 U] NOMINALWIDTHJ J` QUANTITY OF#S BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 9,x8" SOLID 2'-10" Precast 2082 9235 3'-C Precast 1325 4624 4'4" Precast 1041 3358 4'-6" Precast 858 2635 4$" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 614" Precast 486 1396 7-6" Precast 403 1134 7-9' Precast 392 1100 8'4" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 114' Precast 132 651 12'-0 Precast ill 593 12'-6" Precast 98 544 Precast 82 475 14'-0" Precast 71 429 14$" Prestressed N.R. 417 15-4" 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 N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. Too N.R. = Not Recommended AUG' 2 6 2C� VIRTUAL RE YitW ASSIST Virtual Review As". S 5 '' Plans Review col'n*;�ec" and ap�,'r FBC 7thd for compliance with ne Klahb PX2300 Edition by Debra Anne N N O N „iy N LO 0. z ' R; ; ` w 0 Z Q ^V) O ^ 00 W L c 0 u 0 My d M N V) N V -0-000 0 C Art ` 2 `'n W� Q 8 2 �• E:s o • W Q; r w ^V'i W L cO EM � i� N 70 ��-0. N�LyL L wO :III *YzW HxJ WH w z Q H U -C)f X2 J°�0JF-QQZx00 0 YUW gZOw00mzz CD w ww Z)OZ w�QwLL Owp yLLO LLJ Zw0Q �Q OQ 5 =O �QZ¢ ILL F Q LL C) C) Z W OF- (n 5 ti 1.. 0=M0 Q (M � G vJ :q W a- M 00 Q Q Z U �- Wz W JQ C) I i i F 1 ' I 1 N" o0000 C)O r N NC) N ti N 'N O CD C) CD o o I I Z 0 NL0 W o 0 o O O III LO 'It N cM 4 to i I -1 1 00 Z ~ Z Qw 0 }# W Z Q _ Wzz OO U U U LO -� o OZj OF-0 Q Z a~a- l0 Of m - W N �F- N _ �O � W <F-0 • •N Q Ogwo z U W `� aZ (1)Z � a F� pU _o W z Q Z w W J 0 0 LAST PLOT DATE z O STRUCTURAL DETAILS A (LEFT) HU/RR/CANE Mounting BIrakckots (1 B Gaugei 4-1r2'x4-1#2*x 2.12' t� BaKk Cross Support (Mdy�P ClK to W) See Anc4cr 5ehedule / Right 8facket (ib Gauge) Batts I Q1* Dia. A325 Gail. ITyp.) , 4 � o-sisp 4p VtidS112i`S Selt-1,l touts # 14 Self -Drilling screws A/C Unit BUttOill Edge • Hurrican a Strap ,T�Tlicah 3 in frclnt) Front Cross s Support (May be cut to W) Left to (16 Gaugel # 14 Self-Grlllng Strews Thru Bfd Lket. Rack Crass Supoill Into iIC Unit Batton :tide (Typical: 3 each side for hurricane uso) �:1)t ai-UL.- tzL.ltlrctnu, arc pt{aa.4J volt :.ih Fi) at St - Raised Seal Drawins avaWWr anpaa request iaddkio fer will awl Florida Department of Business & Professional Regulation Prgr I &: Building Codes and Standards 12II L202 Product Approval Application Detail QA Erifity a Rate 20 Dow p ulm met version Aswilgillal lama Fuotnere & Ucent r Yoddw I* IWE" fBfi1laaraxal ApPMW seine!& Aff-Mien 2020 SM n Venl Po&dts, inc. Michael Graham Hermes F. No ero O.E. Locke Bowden P.E. 12r16/21120 1 b'182020 12126202(l Appfoltd eMegary: Structure! conchs nn (877) 441-6360 PE-73778 (334) 300.1 wo SuttCategory: Products Introduced es a RM3 Of mie@smartvmt,can Now Technology compliance earned: Ewlumm Report ham a Honda Registered Ard4[en a 9 Licensed Flande r4.w5e224ee ry Rdessonal Engineer d..t. dlffi!Y Redd Model Number a Nair QtWNYAaswr o dg0 Arovedfor Ua Ageroved In WONZ far Use Emma R@dS t wdm 1 Sme nVent Model #154D.510 Dual Function Floodand Ver akhan Vert 121312023 Yes Yes WA a100kioo 2 SmartVeni Mode:( Dual Fundlon Flood and Verdatlan Vent IMICO23 Yas Yas WA .to"ILloo 3 ,4.pnVwN Mndwt W 64r1.62n Ina�ila}wr1 Flas1 Vant I7A,on74 1: Ywa NA♦1M61rrn 4 Sinn= Model/f1540-521 Insulated Flood Vent 12/312023 Yes Yea NA +I001-100 5 SlnnVent M06e1 a1540-U4 16&quct: Garage Door Flood Vent 1213, R023 Yes Yes WA NIA 6 Sine nVent Mosel AM54t-570 Wood Well lnsulaled Flood Vent 12/31n023 Y.. Vet WA +Iorr /10 7 ShianVwl MOON 01540.574 14.58 ua, tinge Door Flood Vmt 12/31CO23 Yes Yes WA N/A Florida Department of Business & Professional Regulation Paae2 d4 Building Codes and Standards 1252022 Product Approval Application Detail S@!ig - Enters, or 21ft p Date Pending 29M T,, Jae Version Manufacturer contact Erwinasr 6 Licenes Vvalidated By Validated Submitted FBC Aooroval ADorovad Status Rovslon 2C20 ThernM•Tru CorpoWalion Steve JaspersionLyndon F. Scho-ict. P E Ryan J. IGng, PIE D411520Z1 12/31I2020 04=021 0600612021 Approve0 y; Eftaers Categorior Do (80C) 843.7628 PE-43409 (S13) 757.6555 Subcategory SWngmg Emror Door As&emblles sJaspe Qtner ravv co Compliance Method: Evaluation Report from a m Florida Reg lstered Arched ora Licensed Florida Professional Engineer FL820469-RS Products Qualial Assurance Approved for Uae Approved for Use Impact Damn Slid is Eiggt Modal. Mum bar or Narita Product ascription Contract Elmiraaon Date in HVNZ Outside WMZ Resistant Pressure 1 a. Thermo-Tru Fiber Clasek and Smo.1 h Star Nominal e&NS9S"lmpact&quot Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InsWrigtOutswng X oonfiguraton) 2 b. Therm.-Tn. Fiber- Classic and Srrnoth-Star Nominal 68E39,8 &q iokJ pact&quot Opaque I W3112022 4b Yes Yes I Composite Edge Fi"Lass Single Door w th Sdeloll (Inswtng/Outsw rig; W. OX or OXO configurations) 3 c The-ma-Tru Flow -Classic and Smdctn-Star Nominal 68M.6&giuoLl npact&quot, Opaque 12131=2 No Yes Yes NIA Composite Edge Fiberglass Double Door Mth of wthout SidegOes (Irmaing/Oultemrig; XX or OXXO conngurauons) 4 dTherma-Tru Fiber -Classic and Sinnott,-Skar Nometal 887i3gl)"lnpac18.quct, Opaque 1MIM22 NO Yes Yes NIA. Composite Edge Fiberglass Single Door (InswingrGutehwng; X configurall 5 e Tnerma-Tru Fiber -Classic and Smooth -Star Nomnal Uill-VOtct-cUnpact&quot, Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglas Single Door wth Sidelite(s) Qnswrig/Qarrswing: XO, CX or cxn configurations) 8 1 Therma-Tru Firer -Classic and Smooth-Slar Nomknat 88M0,0 841ud:lmpac%quot, Opaque 12/312022 No Yes Yes WA Composite Edge Fiberglass Double Door with or withoiA Sdowas (Inw+irtg .ing: XX or OXXO mnliguranons) 7 g- Themla-TN Fiber-Ciaisar and Smooth -Star Nompwl 681139,8 debXsf irtpacAquot, Glazed 12/310022 No Yes Yes WA Composite Edge Fiberglass Single Door (InsvinglOuhs.virg; X iArdlguratipn) 8 h. Themha-Tru Fiber -Classic and Sm icth-Star Nominal S8kI &gwt,lmpactilquot, Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelite(s) DruwinglOrrtawing: XO, OX or OXO configurations) 9 L Therma-Tru Fiber-CAassfc and Smooth -Star Nominal dill 8 &quetlmpsrd&quM; Glazed 12/3112022 No Yes Yes WA Colnpodte Edge Fiberglass Double Door With or wthout SideFtss (IrMrwitgl0uhming; XX or O))(o confgwations) 10 i Thermo-Tru Fiber -Classic and Smooth -Sur Nomnal 8&1f30,0 a41aa;InpectSquot, Glazed 12131r2022 140 Yes Yes WA Composite Edge Fiberglass Sigh Door (InsvitWOutsrdng; X configuration) 11 kTherma-Tru Finer-CM*m and Smooth -Stu Nominal 8&MO&got;Impect&quot, Glazed 12MI=2 No Yes Yes WA Composite Edge Fiberglass Single Door With Sideline(s) (InsWra"Outswing, XO, OX or OXO mnfigumborts) 12 1 Thorms-Ttu FiMrd,7aspd and Slnooth-Star Nominal Baal iquot l mpecEB.quot; Glazed 12131 J2022 No Yas Yes WA Composite Edge Fiberglass Double Door %ft or without Si hat& (11 mwkg/OlsawmV XX orOXXO mrdguratim a) 13 in Themro-Tm Fiber-C4assic and Smodh-Star Nominal 6&N313,6 drquournpact&quol, Glazed Molded 12/31r2022 No Yes Yes WA Open Composts Edge Fiberglass Single Door (Inswing(OWawing; X corltguration) 14 In Thermo-Tu Fiber-CII and Smooth -Star Nominal 611UM,,88quot, I mpatt8quix, Glazed Molded ID312022 No Yes Yea WA Open Composite Edge Fiberglass, Singlo Door will, Glazed Molded Open Sdeala(a) (ins`AnglCuto ing, X0, OX or OXO COldlguietlone) 15 0. Triermil Filter -Classic and Smooth -Star Nominal Bill &qu l lmpect&quot, Glazed Molded 12(31=22 No Yes Yes WA Open Composite Edge Fiberglass Double Door with or without Glazed Melded Open Sidelites (Insw4n9I6utaw4ng; XX or O)XO configurations) 16 p. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&iK1g;8 &quota Impeet8quot, Opaqua 12J3112022 No Yes Yes WA Composite Edge Fiberglass Single Door vith Molded Open Sitleeditn(s) (IncvnngtDuklfmg; XO, OX or CXO corlfguraeons) 17 q. TMm1a-Tu Fiber -Classic and Smooth -Star Nomirel 6'8&giwt: I mimcMquM; Opaque 12)312022 No Yes Yes WA Composite Edge Fiberglass Double Dow With or without Glazed Molded Open Sdeltes (InsvingfOutaw4ng; XX or O)CXO cantgumborl Florida Deparhnent of Business A Professional Regulation Pep r nt ; Building Codes and Standards 1312021 Product Approval Application Detall Coca - Doe glass Dole Formal Cars M= N.rdm Mamdscusmt CnnL I Na11aMe0.stahmme EDC.&MMhaL Amma.d Revision 202) MI Window, and Doors Brent Ballinger Luis Robrto Lamas StevanM Unch, PE 1W0612020 t0A62020 loas2020 12/15/2020 ,Approved Category: Estenor Doom 17171 365 3300 PE-62514 i 717 h 317.6454 SWCdegory: Siding Extena Doa Aa.embb- bsong.'e-,i xm compliance Mldrotl: Evaludion Report lrm a Florida Registered Archtecl or a Llce sed Flcnas FL41533246 Praexlonew En�teer Roduats ss�i Rodct Yodel. Nimbi a None Qualhry A-, Aporewdtr Use Aggrieved outside out his Use HVKZ moiict Resistant .D,,Im 13�a1e 1 SERIES 420 PL UMmUM SGD SERIES 420 ALUMINUM SGO OXO 12012024 No Yes No WA 145-3r4&oMA80&qud NON -REINFORCED 2 SERIES 420 ALUMINUM $GD SERIES:20ALULGNUMSGO OX, XO, XX 12/312i024 No Yas No WA 96&q!d x8C&Wa; NON -REINFORCED DCRI[O 420 ALUMINUM OOD RCINfOROCO atnl[p 420 ALUMalUM nOD Rbfr'011 OXO 12Al2M4 No Yoe rip IVA 145.3/f&iih rxgw itil 4 SER IE5420 AL UMINUM SGO REINFORCED SERIES420 ALUMINUM SGD RENFORCED OX, 121512024 No Yes No NIA XO XX ae&qud--xg6agwa: S SERIES 420 ALUMINUM SDI) REINFORCED SERIES 420 ALUMINUM SM REINFORCED XXX IM12024 No Yes No fL'A 143&quaxW&aI May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you nol. know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192-2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918-1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE Florida Department of Business & Professional Regulation Pape / at Building Codes and Standards 105no21 Product Approval Application Detail Enity or Do% Pending Iygemomm[ #.ndlner & Llrsrae Irradiated Bir Alamow FEW Amtmml Arimin-g f LOM Revision 2020 Curves DvUcn orAADG, Inc. Tom RMYy UL L LC Troy Bishop, P.E. 1211C/2020 12.012020 1212lM20 Append Category: edenor Doors (641) 494-2813 (III 947-0880 aubCategory: Edenor Door Cornpanerts t-O.Y@.s.aabloyoo Campearl Method: Co Mddon Mad a Listing FL211537a1a Producer in 222,e RWr1 Yodd. Numbar ar Nave egg GilifftLAufiaDit Approved f [the AQKWMdtarUos In MyKz pgpad 229m di f 1 607, 707, 727. 747. 757. 777, and 847 Single and Pan or Flesh, Glazed, and Lowered single and pale d 1 Z31/2025 Yes Yes Yes NIA Dori hotow metal doors Florida Doparlr11etd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pp. 1 a3 tan(nl Code Enate or Dale Dale Dap Pencil OM. Lea Yttsb- smtac ftUWRULAIIl YatatlmILk Mild" awa lied Er hom a Amm d At" ReNslen 2020 MI VA-Acels and Doors am Sakiger AM~ Architectural Seeven M UNch, PE 11117/2020 I IA712020 11/27/2020 Approved Category: IMndows (71T)36&3300 Meorgfecturers Association1717)34.74454 aWCYagory: Singe Hung b" ng ramNrd cam C.1190 a Method: CorikkO on Mark or 49rug Carol Assurance Aamo ed for Mae Apsi led for Us* helped 229M ,gaga ROW. Yoi1N. NuaNw or Name RrMaa Desalorlon OutMde MVNZ assistantfYlis 1A5 SH 5202 F"oVenge Frame IG+SG Single Nang t0At12023 IYes Ne .60.60 Laminated Glens Florida Department of Business & Professional Regulation Pa4.1 at Building Codes and Standards 14rw Product Approval Application Detail 1ltitii5tl� -" - Sssle 1tM&a 9L gift 20 fee Parana met Lms }tm>dga Manufactum mid Enc neer a ucer- v.we.e r Y�td Submitted 13LQAMMUA Ag-,-d IDabs Revrdah 2020 MI Wridows and Doors Brent Sitllrger Amenan Ardlhecluml Steen M. Union, PE 100062020 1CA64020 106M WM20 Approved Category: Whom" (717) 365-3300 Menufecturers Association (7171317-8454 SWCaagory: 11alZonrN soda, betlingarrilimlwd.com Compaarsce Method: CarBscallon Mark a Listing PLt1�7:ffiH.,e✓�s Product: Description flu Rodxt Model Numbv a Name 1 NS 1B8 Fln and Flange Prattle 73X62 Insulated Glass Quality Assmance Agolimed few use Approved for use Imgal Deem SontrasLExatutle.➢L! InHVMZ $LgWt.H)AIZ Registers P1faaNC! 02P162024 No Yes No 4551-55 Florida Department of Business & Professional Regulation 0.0 1.12 Building Codes and Standards snort Product Approval Application Detail 284i _ _ Ermty or _ 1 ! gffi4 GAS hndlm I1@4 Yin C M&d Erick" a LowellValleMed By validatedf Aaag.'e4 Ran Reoslcn 2020 Mw 1 Vdndot and Doors Brad Singer American AachdecWnl Seven M. Unch, FIE I l222020 111=020 1128/2020 Approved Ca.gary: WMrtOws 1717) 305-3300 Manu4cheen Association (717) 317-84M 61ACalegrn Fired osMmgerenvoil,can Compliance UN W1111 etlon Math a Udtng FL S.4a.M4 Rodents amdkAum forr ProductYedd. NiaMr r Mama Product omrbakn QAW tit AoorInHHZ uaa outside HVHZ Sate Proteins 1 105 P V 73 x 72 mrAW4 Gloss 0400U 23 No Yes No •60160 Florida Department of Business & Professional Regulation P.g.I a1 Building Codes and Standards Il5PM2I Product Approval ApplkatWn Detail Saga - army or go 20 tataA'ftn0m QYt LrJM ymudge lliolda9Wu[ Spatted EnamerALemse validated,�, Y:Ytlatd FBCAm®el Ammnd aadu Runyon 20�0 MI WnCWS and Doos agent SRlinger Lunt R Loil PE St~ W UI PE 1MSM20 1006r2020 1011OR020 12MSM20 Approved Calegay: Wndows (717) 3653300 PE-62614 1717) 317.8454 SubCadegory: VaINms bsitlutW Qrnrd com Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Florida &91535340 Products Prdessienei Engineer RI"Redrt EtaS Queen, Assairiiince, Description Esolra�omm AYE In Ao... dforlhe NWO S7lEal0eMlttli lmou slailm g,� PmMDa 2 s78t Vortical Alundnun Pill 1Will 2024 No Yes Yes WA Florida Department of Business A Professional Reputation Fees I oil Building Codes and Standards I&MI Product Approval Application Detail Scgdl. Endryot 21112 Bog BotaMI" offs Lim Yendo. MBDidarJYgc faMaGt Emloac:lJ * VIdYffii[ Yaidatd D FOC AloxmMt AORMI M a m en Rsm 2020 James Mardis Building Products. Inc Chad Dwells V Andre, Ten Jet. SPulhrd, P.E. 0/A512021 12M 4rA20 011060021 d.g FBC Appn Category: Pand Waac (909154"359 PE-411662 t3521367-2526 en6Gatsgory: Siang ehed.d'artlts®famM er41 Compeancs Method: Evaluation Report from a scam Flodde Registered Architect or a Lloansed Florida FLa131MM anatilda F.a4eAland Engmaer ass a Product Model N imbor or Nary Quanta Assurance Product Description Ca*Xl Wration D." AOrewed In for us, aemewa fa Uw XVIG 0,iskp NVXZ III Reals a l D*Gtm p� I CampNrd Lap Song Bbencem entlap sidng 12131=3 Yes Yes NIA NIA 2 "o silo nanik Lap adding Boer-oement lap siding 12131 r2023 Yes Yes NIA NIA Florida Derparbnent of Business & Professional Regulation P.0-t2 Building Codes and Standards 0ef1021 hWucl Ap(nuval A,Jplicalivn Detail PLA"I K9 Same Entity or am Btu fData liandric gate Z= Yf= awumctum 92= vasaaw By YJHMM glrlmMffi EK Amrewl ®BBIa.W fimu R6.000 2020 Mlle Nick Thompson Lyndon F,. Schmidt, P E. Ryan J.. Kind, P.E, 021154021 02I15/2021 02MOZO21 04M 32021 Appand Category: Pend W." (3301922-2389 PE-43409 (813Y767.6555 wCatagory: soffits nthompsm@Cside. dam Compliance Method: Ewluslan Report tom a Florida RogYyerad Archllect or e Licensed Ftedde FLNISM-R5 Fraesawna Engineer Rodtat $l4d� Rarftl YNumber a Man Number �e $odmi Depgnpggp contract emman Dde A A�oved in Ill Dudtla la Use NVMZ Impact fitfi�M Design f'i�at t e &gid.2Tdqud Sore Veal or Solid Vil l Sate 12r312023 No Yas NO WA 0 &qud:ANfanca Tldouet: Slot Veal a Said Vnln SOW 12131/2023 No YK No WA ., c. &oud;Cxeenbnur Mill Bade66SM. Soelt Vela or Said V h l Sorel 12/3112023 No Yes No WA 4 1 &l&d.D%qua Sear Vent a Sold Vey: Sala/2/312023 No Yas No WA 5 e agora Chertr Oak&cl Seat Vent a Solid Vay1 Sant 12/3111023 No Yes No WA 6 f, &;uan:Super Spen&quct, SoMt Vela of Said Vrryl Sork 12/31ri023 No Yes No WA srL� mm Vow., alleggiffigim Rion 2020 GAF Camacry: Roving aduCalagory: Aslrleo detol- Compeahcs Method: Evaluation Report ham a Florida Registered Architect or a Lio nsed Florida Polass-al Enginaar AMA Product YadeL Numhr or Nano 1 GAF Asphalt Rot Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 012 iAr= & lCLg met met m met Qguw Ooda2K,Alktr Victor,Br maid d &&Now FOCAmrmat Amlmd dtaY Michael seen Robert Nlemhlen Jchn W Kneasvldh, PE 09r262020 OWII2020 10102)2020 12M 5/2020 Approved (800) 7:3'411 PE-59166 /9540772-6224 mdleheg.l.can $ A}bpj�g A,,,,dfor Use A-imedfor Use kmma psalm ummg contract LagMan Dam In WMZ 41Ltt BtMuaM foreuat Fiberglass nmraced 3-tab. IaNnated, 54sb and 12116,12 22 No Yes NA WA bpatdge asphalt ehagles -1-a N N S Cu N }. W 0 to L � V O CD_CIO O -0 Cn 4-0 �^^ CU VJ V O O W 3- C 0_ L.L Cn a) Ca. ( CIO Ca. Cn Q Q Z Z W J Z caca 0 o Q L U O `� U m OCLU � W� Z J z a J d SHEET N0. PA 1.0� -e--• N ! N U) f AN > U 0 • • Simpson Strong -Tie 2020 FBC Approved Products �p dated 12/30/2020 • ®Simpson Strong -Tie 202Q FBC Approved Products Updated 12/30/2020 • � Simpson Strong -Tie 2020 FBC Approved Products U P�t� 12 2e2o Simpson Strong -Tie 2020 FBC Approved Products UPce!� +2r3orzo2o �i/ 1 �♦ Q, O , >L CM-ForFor direct inks to all SST approvals listed below, CLICK HERE _ _ ,,, , For direct links to all SST approvals listed below, � K HEJRE. ;. ,,, _ Fa direct Inks [o all SST approvals listed below. CI.uC: i< HERE, - , , . ® For direct inks to all SST approvals listed below, CLICK HERE. W d A CIO additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA}, CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System an d Miamm-Oade County Notice of Acceptance (NCAY J L.I CK o-iERE. n For additional Information regarding Florida's Statewide Product Approval System and r4aml-Dade County Notice of Acceptances (NOAI. SLICK HERE. For additional information regarding Florida's Staewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA) CLICK uERF -0)U t U) FL112355 R7 FLX104g6-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- (1a 9116" and heights ranging from 4-5/18" to 11". Concealed flange W ems# Product Model- Number or Name Product Description egg Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 0 O 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1W diameter Tien stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTS, BTH Brick Ties greater than 3-9fle". 0 j-L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 0-0 3 APB44, AP844R, APVB66, APB86R, APB88, APB88R, AP61010, APB1 DIOR, APV844, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1I4" to 16". 0 f� C) ' FLO95WR6 APV844R, APVB68„ APV886R, APVB88. APV688R, APVBt010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3,63-SDS, LGU5.25-SDS Face -mount hangers .0-0 4 APDJT2.4, APDJT2R-4, APDJT2-6, APOJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers (� 0 660 0 Product Modal- Number or Name Product DexrietioIt APVDJT2R_6 6 DSP. SSP, TSP Stud to Plato tic 16 LUC26Z, LUC21 OZ Face mount hansom -� 0 t SD10112D88 Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH810. APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.SA, H3. H6, H7Z, H16, HIS$, H16-2, H'.6-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9/16" to 4- 0 0 CD L- 2 SD9112, SD9212, S010112, SD10212 Strong -Drive SD Connector Screw 6 APL4, A01-6.. APT4, APTB, APVL4, APVL6, APVT4, Ai Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2. HGT-3, HGT-4 Heavy Girder Tiedown W" and heights ranging from 3" to 10.15/16"' (n 0 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, AFLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SOS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SOS. MG(J7.00-SOS Face -mount hangers C 0 V� )�..J a- 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, FISTS, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SOCP22700, SDCP22858, SWP22912, Strong -drive SOCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed .Joist Ties 12 HTS16, HTS20. HTS24, 14TS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed faoe-mount hangers available in Midtt!s ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 OS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1/16" to 13-3/4". 7 SDS25112, SDS25134, SDS252DO. SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9 LSTA12, LSTA15, LSTA18. LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Walt Angles 16 LST!49. LST173 Straight Straps 2X and 0 models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720. SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2-5T, H8, H10A-2, H10S, H14, HGAIO Huricane Ties 18 LTS12, LTS16. LTS18, LTS20 Light Twist Strap 8" and heights ranging from 2-518" to 11-114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST2'7, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FLS10007-119 19 1 Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA35, MSTA49 Straight Straps FL#10867-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Cyr Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC86B3 Pre -Bent Straps Sao # Pardud Model- Number or Name Product Dedtcrldion t ATR318, ATR11Z ATR5M, ATR3/4 Threaded Rods 22 LS30, L^u50, LS70. LS90 Skewable Angles 24 MST126, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps i BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 2 ATUDS, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MT512, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7.1 W to 30". 3 BP30-2, BP1 /2, BP112.3, B13518-2, BP518-3, BP3J4, BP3M3, BPRTUD34 Bearing Plates 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1412, NCA2xI2-12, NCA26-16, NCA200-18, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8, CNW1/2, CNW5f8, CNW314, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2-37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Sbopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTVD55, CTVD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.1I2'to 3- CTUD98. CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector SM" and heights ranging from 7-1/4" to 24". 6 N3, N4, INS. N8 Heavy Hex Nuts 28 MMH8 Roof Tie -Doom 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in vvdths ranging from 1-314" to 3- 7 RTVD3, RTUD38, RTV04, RTUD4B, RTU05, RTUD6, RTIJD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 heavy Stud Plate Tie 5/8" and heights ranging from 9-1W ro 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLUt311 Face -Mount Hangers 32 SS1 5 SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging tram 5.1/4" to 13- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from I I" to 32.1/2". 10 URS3 318"Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Clown 34 TB20, T627, TB30, T836, T842, TM, T854, Ti T660 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 11 URS4 117' Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wail Bracing 1/4" and heights ranging from 11-1/4" to 32". 12 URS5 51V' Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6.7/8" 13 URS6 3J4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W5106. WB106C, W6126, W8126C, WB143C Wall Bracing and heights ranging from 8-1/7to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 37'- FL#10441-R6 IFL#10331-R3 9 HB series hangers Top flange hangers available In widths ranging from 1-9110" to 7- FLtM(1447-RS 1/2" and heights ranging from 8" to 30". JW Product Model. Number rpr Name Product Description 3e � #r Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sao #t Product Model, Number or Name Product Description 1 C61,12 37x5 5, CBH2 37x7-63, CBH2,37x9.75 Concealed hangers and heights ranging from 10-VT to 28". 2 HDC1014. HDC10f22 Hole! -dawn 1 AHEP Adjustable Hip -End Connector 2 DU. DHU, DHUTF series hangers Face -mount (DU. DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHOQ11, HHDO14 Hold-down 2 DSC-2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1.9/16" to 3-9/16" and heights 7/8" and heights ranging from 7.117to 32". 4 HDU2, HDU4, HDU5, HDU8, HD1.111, HDU14 Holed -down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16" 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI 81, HCP2, HCP4 Hip Corner Plate 3 HGU3 63-SDS, HGU525-SDS, HGU5.50-SOS, HGU5.62-SDS, HGU7 DO -SOS, HGU7 25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 8 LSTHDS. LSTHD8RJ Strap -style hold -doom 5 HHRC2-2, HHRC42, HHRC42.2, HHRC4/181, HHRC44, HHRC5.25/3.25, HHRC5 37/3.12. Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in viidths ranging from 2.5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRCBR 4 HGUS cerise hangere Face mount hangers available in widths ranging from 1 5/8" to 7 r1/1 fi' and hwiphhr ranging fmm I Tin 26" 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.116" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap-styie purlin anchor 7 Li LRU28, LRU21Q LRU212 Ratter Hanger 5 HHGU5.25-SOS, HHGU5.50-SDS, HHGU5-62SDS, HHGU7 00-SDS, HHGU725-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13.1/8". 10 PAII8, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopetable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHDI ORJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUSS 50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hod -down 10 TC24, TC26, TC28 Truss Clip HHUS7-25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418. THAC418, THA422. Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2.9/16" THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.06i'22- THAl2.1122, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Wosts Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU2$ HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 53/8" to 32'. 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC serves hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.14' Concealed flange 5/8" and heights ranging from 9.1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9116'. ranging from 5-3/8" to 7.1/4", 10 HUC01.8119-SDS, HUCQ1.81111-SOS, HUCO210-2-SIDS, HUCQ210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9/16" and heights SIDS, HUCQ410-SDS, HUC0412-SDS, HUC052519-SDS, HUCQ5.2511 I-SDS, HUC0610- ranging from 9.3116" to 13.1/8" SOS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12(30P-'020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30J2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 121=020 ®For direct inks to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For rarest links to all SST approvals listed below, CLICK HERE. � For direct inks to all SST approvals acted below, CLICK HERE. For additional information regarding Florida's Statewide product Approval System and Maria -Dade County Notice of Acceptance INOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System an d Mlam-Dade County Notice of Acceptance (NOA). C lu,:h REF-. E. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). Cup_ K HERE. For additional information regarding Flaridn's Statewide Product Approval System and Mien -Dade County Notice dAcceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-RS 18 -JLBV1 56, S/LBV1.81, SILBV2 06, S/LBV2.37, S1LBV2.56, S4_BV2.68, S/LBV3 12, Top Flange Joist He tigers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/V'to 15-118". SILBV3.56, SILBV3.62, SILBV4.06, SILBV4 12, SILBV4.28, SILBV4.75. S/LBV5.50 6 Strong -Bolt 2 (STB2, ST624SS, STB24SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers avaiable In width of I-9116"' and heights Sea # Product Model, Number or Name Product Description 19 -IzJLT'T'20, S/DTT2Z„ SMTT14, HT'T4, HTT5 Hokdcwms steel and Types 304 and 318 stainless steel ranging from 9-3116" to 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil (10 go) 7 TRen HD (THD-H, THD-HMG, THO-H4SS, THD-HOSS, THD-CS, THD-CSSSS) Titen HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ttes available with hex head in carbon steel and Types 304 and 316 7f8" and heights ranging from 9" to 33-1/7'. 3 HUCO210-2SDS, HUCO210-3S05, HUC0310-SDS Joist Hanger 22 SSP. DSP. TSP Stud Plate Ties winless steel, or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC_ DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-117'- 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SOS3. THGOH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 T8022 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titen HO Threaded Rod Coupler for concrete 26 MIT xries hangers Top flange hangers available in widths ranging from 1-011 e" to 6- 6 THCW3-3, THCW3-4, THCW4-3, THCW4-4 Joist Hanger 26 TJC37 Truss Jack Connector 0 Taen HO Threaded Rod Hanger (I"HOS26168RH, THDB37168RH, TH037212RH, Tito , HO Threaded Rod Hanger for concrete 1/8" and heights ranging from 9.114" to 24". THD50234RH, TH010212RH) 26 PF, PFB, PFDB, PFDSB serer hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-RS FL913904-IRS 27 28 RR VlP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 13I1E" W 7- Sea 0 Product Model. Number or Name Product Description Sieg# Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor, 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHOG, CCOM5.50-SDSHOG, CCTW3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5-50-SOSG. CCCQM3.62-SDSG, CCCQM4 62-SDSG, Sea # product Model. Number or Name Product Description 3 H16, 1H16-2, H16-2S Hurricane Tie C CCQW.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL*1QMQ F15 4 HFTAI ), HFTA16, HFTA2Ci. HFTA24, HFTA4n Fmhpddx Tnmr Anrhnr 2 FCCCI 0M3 87G-KT FC.CI OM4 R?G.KT FOCI 0M5 50r_KT FC.(A I OMn3 A2G-KT Masnnry Pier Caps 2 FT -Ho FT.HP Fpnry AdhosivA lint masnnry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQM03.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Bee # Product Model, Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66. ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24. HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUMTOO, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Tien 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABIJ46R, ABUS-5, ABUS-6, ABU65, ABU66, ABLMBR, ABU88, Adjustable Post Base 8 LGT2, LGT3.SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM'64, LGUM28-2, LGUM28.3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Tied HD (THD-H4SS, THD-HM, THD-CSISSS) Titen HO Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ASU1010, ABU1010R, ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210.4. LGUM46. LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ASW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3A21925, MBHA3.1211125, MBHA3.561725, MBHA3.561925, MSHA3.56111 25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC41R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tiefar Masonry MSHA3.56111.88„ MBHA3-56/14, MBHA3.58/16, MBHA3.56/18, MBHA5.5017.25, 7 Tien Turbo (TNT) Tien Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSWO Twist Strap for Masonry MBHA5.5019.25„ MBHA5.50/11.25, MBHA5,50111.88, M13HA5 50114, MBHA5.50/16, 6 CB44, CB46, C948, CB66, C868 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSO46-SDS2, CBSQ86-SDS2, CBS088-SDS2, CBS088-SDW Embedded Column Base 6 MBHU3.561925, MBHU3.56111 25. MBHU3.56111.88. MSHU3.56114, MBHU3.56/16. Masonry Beam Hangers FL#1693T-R3 8 CC, ECC, ECCU Series Boked column caps with Wt ranging from 3-1/4" to 9-1/7' and FL#11496-R5 MBHU3.56/18 MBHUS 5019 25, MBHU5,50/11,25, MBHU5,50/11 88, MBHU&5&14, CD W2 rangng from 3.5/8" to 7.1/7' MBHU5.50/16. MBHU5 50118 Sea # Product Model- Number or Name Product Description 9 CCQ-SDS2 5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and W2 ranging from 3-5/8"to 7-1 /7' aaed&l 1 Product Model. Number or Name DTT1 Z Product Description Deck Tension Tie 1 X34B1016-5K X1 S1016, X1 B1018-4K XQ1 SIO16, XQi B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point ' ^ v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Hodowns FL#13975-R6 2 X1 011471224, XLQ11481224-2K 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EP846, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Hodowns Screws with 95 Drill Point and Large Diameter Hex Washer Head At 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sec # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 14 LCB44, LCB60 LPC4Z, LPC6Z Embedded Column Base Light Post Cap 5 LTT19, LTT206, LTT131 Light Tension Ties 1 SOW22300, SOW22338, SOW22438, SDW22458, SDW22500, SDW22600, SDW22638, �W22634 Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws 4 XQ114SI224, XQI 14B1 224-2.5K X114SI224, X0112S1224, X0112B1224-2K Tapping Screws with #5 Drill Point and Medium Diameter Hex Strong-Drive #12-24 Stro-Drive X Metal Serf -Drilling, Tapping Screws with #5 0 O 15 MP644Z, MPB86Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L� 16 P644, P844R, PB46, Pam, PBWR Embedded Post Base FLfi13628-R5 3 SDWH 19300DB, SDWH19400DB, SDWH19600DB, SDWH1980OD8, SDWH1191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016.5K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276ODG, SOWH27800G, SOWH271000G1 SDWH2712WG Strong -Drive SDWH TIMBER -HEX HDG Screw 01 Drill Point ^ 18 19 PBV6, PBV10 PC44-18, PC46.16, PC48.16, PC64.16, PCOB-16, EPC44-16, EPC48.16, EPC48-16, Round Post Base Pop Cap §gig,# 1 Product Model, Number or Name SB5/8x24, SB7/8x24, SB1x30 Product Description SS Anchor Bolts 5 6 SDWS16212, SDWS16300, SOWS16312, SDWS16400 SDWS19600, SOWS19712, SOWS22400,SDWS22500,SDWS22512, SOWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC64-1 e, EPCOe-16 2 SST816, SSTB20, SST824, SSTB28, SSTB34, SSTBW, SSTBI6L, SST820L, 5STB24L, SSTS Anchor Botts SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS2212D0, SDWS221500 FLAW320-RO 20 PC4Z, PC4RZ. PC8Z, PC611i PCSZ, PC8RZ, E1aC4Z, EPC4RZ, EPCBZ, EPCORZ, EPC8Z, Post Cap SSTB28L 7 SOWS2230ODB, SDWS22400DB, SDWS22500DB, SDWS22000DB, SDWS228000B, Strong -Drive SOWS TIMBER Screw (Exterior Grac_) r}'e EPC8RZ SDWS221I0IODB Sag # Product Model. Number or Name Product Description �+ 21 PPB44-4Z, PPS44-OZ Put Base 8 SDWS22312DBB, SDVVS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, OSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13972-R4 9 SDWS2730OSS. SDWS27400SS, SDWS27500SS, SDWS27800SS, SDWS278010SS, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Faced -Clip Connector SDWS271000SS, SDWS27120DSS 3 FPHSD34SIO18, FPHSD34B1016, FPHSD34BI016-5K, FPHSD34SI214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- O �g Product Model, Number or Name Product Description 10 SOWV13400 on Strong -Drive SDWV SOLE -TO -RIM Screw FPHS03461214, FPHS03481214-SK Drilling, Tapping Screws FL#10866-1115 1 CMST12, CMST14, CMSTCI6, CS14, GS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFCB-25 Steel Framing Connector 2 HRS6, Hi HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6-25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48, WMI60. MST172, cJMST27, SrMST37, SrMSr4A MSS['4.25KW, MSS" 29KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.55 Rigid Knee Wall Connector 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173. MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43S, SCS45-5, SC847.5, SC849.5, SCS411 5. MSCB45.5. MSCB47.5 Bypass Framing Slide -Clip Connector ♦/1 � VCC 3 GH4a-6, GLIA!", GH48-6, GH48-8, GH410-6, G14410-8, GH66-6, GHa6-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12., LSTAI5, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sna K Product Model. Number or Name p[s+dud Dasenotion 8 9CS32-5197, SCS82-5J97, 9CS82-51118, SCS82-51118 Bypass Framing Connector-0 8, GH610-6, GH610-8 6 LSUBH3.2S, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18S6 18 ga. Truss Plates 9 SCW3.25, SCWSS Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GL678, GL67C, GL870 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8.25, SJC1025, MSJC8.25, MSJC10.25 Steel Joist Connectors M 5 GLET512, GBLT612, GLBT516, GBLT816, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30. MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28. MSTC40, MSTC52 Straps 54 mit (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Soaps 68 mil (14 go) Screws 111 8 UFP10-SOS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18. MTS20 MTS30. MTS24C, MTS30C Medium Twist Straps 13 X01 S1016, X0181016-4K, XOI S1214. X0181214-3 5K, X078S1224, X078BI 224-3K. #10-16, #12-14, and #12-24 Strong -Drive X Metal Salf-Drilling. 9 URFP Universal Retrofit Foundation Plate 12 SJB1.56. SBi _81, S32.06, S/82.37, SB2.56, SIB2.68, S/63.12 SB3.56, S/E,162, SIB4,06. Top Flange Joist Hangers FL#15730-R4 XQ114S' 224, XQ114131224-2.5K XQ112S1224, X011261224-21(, X34B1016-5K, Tapping Screws a S/B4.12, 8I64.28, S/B4.75, S/85.50 XIS1016, X1B1016-4K, X1S1214, X181214-3.5K 13 SIBA2.12/8, S/BA2 12/10. S/BA2.12f12, S/BA2.12/14, SIBA4.1818, SBA4,18J10, Top Flange Joist Hangers Sag # Product Model. Number or Name Product Description Z SBA4.18/12, SIBA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 &HIA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies r+ t�(►•1� tj (.U(, Q 15 S/HDSS. S/HDBB, SfHD10S, SIHDIDB, SIHDI5S, SoHO156 Holdowns 3 PDPA. PDPA-K, PDPA-MG, PDPAT. PDPAT-K PINK PINWP. PINWP-W. PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Aur 16 &/HDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA. PECLDPA, PTRHA3, PTRHA4 J 17 SJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concreteV Y!tW AS l S - � VIRTUAL RE r ASc St ` j�- Virtual Review pp.j„ved SHEET NO. Mans Review coir�l he FaC 7th 2U2G� for ors liance with t 2300 PA 1,2 Debra MiAMH*M ItLa-DADECOurrr� PGT Industries, Luc. PGT Industries, Inc. MM PRODt�CTCONTROL SECTItN� PGT Industries. Inc, - of sw' Fa s Room 47t E OF AC C EPT ANC"E: EVIDENCE SLB TIED NOTICE OF ACCEPTANCE: EVIDENCE Si"B_1IITiED NOTICE OF AC'C`EFT:�'�TCE: EVIDENCE SIB.IQTTED 11s NOTICE DEPA�t113dENiOF HEGLr3.,�1TQytYA,�k`I?ECO?�IO�C' RE SOURCES (RERl `�3�tsm. 33173-=47�} BOARD AND CODE ADIMISTRAnON Dit°ISI N T (7S6) 3 m5-2590 F (M) _ 15-2549 NOTICE OF ACCEPT:�tiCE (NOA) wurtr�iattaid�aee:r�ce►aet■� 1. Evidence submitted under previousNOA D. Qi�ALITI'ASSirR.A`CE PGT Industries. Iw. A. DRkRINGS B. TESTS (continued) I. 1`3iarni Dade Department of Regulatory and Economic Resources (RER). 207.70 Technology Ddrt. 1. Mamifactuuer's die drawings and sections. 5. Test report on 1) Air Infiltration TeS.t. per FBC. TAS 202-04 North Venice. FL 34275 (Subtidued trader A-0.4 .Vo. 11-0107: 04) 2) Uniform Static .sir Pressure Test. per FBC_ TAS 2102-94 E. '.\LATERLkL CERTIFKATIONS SCOPE: Drawing No_ 1LD-55'0.0_ titled -'t�'uiyI Sliding Glass Door NOA (ZAI)'_ sheets 1 3) Ctiater Resistauice Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. l:�-0328.1-1 issued toVision Effusion Limited fartheir This NOAIS being issued under the applicable rules and regulations governing the use ofcoastruchon matenah. The through 21 of 21. prepared by immarmumfaei-itre r. dated 10 05' 15. with reEision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 ' �i bite Rigid PVC Exterior Extrusions for Windows and Doors"'. dated 08131 i, documentation submitted has been reviewed and accepted by Miami Dade CouulyRER -Product Control Section to 04r05)17. signed and sealed by A. L- min Miller. P.E. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 expiring on 09f30,19. be used in Miami Dade County and other area%where allowed by die Authority Hating Jurisdiction (AHJ)- 6) Forced Entry Test. per FBC. TAS 202-94 2. Notice of Acceptance No. 16 0920.08 issued to Vision Extrusion Limited for their " E This NO A shall not be valid after the expiration date sated below. The Mianu-Dade County Product Control Section B. TESTS along with )marked -up drawings and installation diagmmm of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (lion -White) Rigid PVC` Exterior Extrusions for (InMam County) andiorthe AHI (in areas other than'.%h m Dade County) reserve the right to have this 1. Test report on 1) Uniform Static Air Pressure Test. per FBC, TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 11 06.15. signed and N%In lows and Doors". dated 12 08/16. expiring on 12,219!21. productormaucrna l tested for quality avA rance pulpose . If this product or material fails to pedotm ffi the accepted 2) Large Missile Impact Test per FBC'_ TAS 20144 scaled by Idalnmis Onega. P.E_ (Test report revised on 12,'0415 and 02 11 ' 16) 3. Notice of Acceptance No. l-'t- 528.15 issued to Vision Extnlsion Limited for their manner. then umuffieruresrwill tacurthe a.sae of such testing and the Al-U may immediately rev ole- modify. or 3) Cyclic Find Pressure Loading per FBC- TAS 203-94 6. Test report on 1) Air Infidtratuon Test. per FBC_ TAS 202-94 "Brown Coated (Painted or Laminated) Alke Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction- RER reserves the night to revoke this �g � ,ng- � mg p� 2} Uniformm Static Air Pressure Test_ per FBC. TAS 202-94 nhrdows and Doors". dated OS'13:15. expiring on 09 3Q'19. with ma ed dnw s- and installation diagram of ,-mvl slid glass door. acceptance if iris determined by Itil`tami-Dade Counuy Product Control Section that d is product or 1 falls to by Fenestration Tenting Lab. Inc.. Test Report No. FTL 87171 . dated 12 07 15. signed and 3) Water Resistance Test. per FBC'. TA5 202-94. 4. Notice of Acceptance No. lei-4"12.02 issued to EN'ERGI Fenestration Solutions USA. meet the requirements o f the applicable building coded. by Id � Ortega. P.E. (Test revised on Q2 `1 � '16 and. 4:12 24 :16) � .� pc, q Y s �t �_6 ` - , � . Lighter ( n-White) Rigid PVC Esteiior This product is apprctvedas skssxi`bedheremandhastoeendesigned cs�pll, stun the Flor>Eda Bttil�aaCask. $• repott 4} L e Missile In as.t Test r FBC`. TAS �.01-94 Inc. for that `L4`'� 3O.i0 and titer Shades : -o _. Test report on 1) Air Infiltration Test. per FBC. TAS _ )_ . 4 > C�,chs: S� ind Pre�urc Loadwg FBC. TAS _03-94 Ern unions for It hidows and Doors"' dated 49}'15:"16. on 0?'04: '1. including the High Velocity�Hunicane Zone. ) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 al with marked u dnwum s and installation die of aryl sliding lass door. prepared 3. Notice of Acceptance ce No.1"712.04 issued to EN'ERGI Fexaestration Solutions USA. DESCRIPTION : Serifs •-5570'2 `° Z-incl Sliding Glass Door (Reinforcer) triwo 900 cC 135' corners-L i11d. � P g 8� 8 g Prep �P 8 , 55 8 3) Water Resistance Test_ � FBC. TA 202-94. by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552. dated 1_104.15. signed and Inc° for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior APPR01'�L DOC t3��?: Drain ho �ID " 0,0 Re% B, titled "t i i S1id Gla s DoorNUAt . i}". sheep 4) Large Missile Impact Test per FBC. TAS 201-94 scaled by Idalnus Oneea. P_ E. (Test report revised on 02 � 15.,2016) Extrusions for't'4'indows and Doors" dated 09r15,'16, expiring on 04r 16 "20. 1 trough _ 1 of _ 1, preparedby er; dated 10 15.15 and last suet istcl on 0. f11. =1. signed sealed b, �) Cyclic Wind Pressuure l-oadumg per FBC- TAS 203-94 7 Test report on 1) Uniform Static Air Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No. 16-071L03 issued to ENERGI Fenestration Solutions USA. A. Lynn Miller, P_Etrain the Miami -Dade County Control with Notice of f- r _'I Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "IN'hire Rigid PVC Exterior Extrusions for Windows and Door's" dated >3 i 6}Forced Eimer° Test. FBC .TAS .0_ 94 I Accep enu caber and expnratnondate by the Miarui-Dade County Product Controt Section along with t�ti drag and lusts atjon duo o. vinyl 5hdt ss door. tired , -' prep 3) Cyclic Wind Pressure Loading per' FBC. TAS _ua 94 081017, expiring on 0.2,2918. .1 IS II.E L1iPACT R.uLtiG: Large and SmaIl?lCnssOe Impact Resistant by Fenestration Testing Lab. Inc_ Test No. FTL 8546, dated 1106.15_ vttgned and along up � g l�P report oi) '- 2(•) � - - 1� � a10 with draw and inst.al€ation diagram of sliding lass door. aced 7. Test reports s . 14-00= 7}= �, , 14-Ob-�105_7 �3a753-49. str5ll�-84. Limitations: sealed by Idalnmis Ortega_ P. E. (-Test report revised on 01-0416 and 01'11 CO 16) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thnt A-22). dated ASTMD 1929 and AS-MID-635. issued by EXOVA to Vision Extnmsion for cellulosic 1. See tablet (sshm.D and %stile (sheets forapplleabkSGD unitsires, ensign press. reinforcements types- 3- Test repot on 1) Air Infiltration Test, per FBC. TAS 202-94 11,19 10_ signed and sealed by Jorge A. Canso. F. E. {Sirbrrrftferi rrrrrJer ,'►D 4:ti v.11- composite material glass types, silt riser (see tables B-1 & B-2, sh 2-8) and a wbor layout sir m tequ iremients in 11 thru 16 - , - g �si 2) Uniform Static , Pressure Test. l ' FBC. TAS _0� 94 010 .04) ('SubmAted render VO-4 :,Vo. 11-01"f 7 04) 2. Rigid White PVC. Tea (Non- )Rigid Pir'C' andBrown coated (Paintied or tad) white Riau PL'G to be 3) Water Resistance Test gar FBC, TAS 202-94 8 Test rr on 1) Air Infiltration Test. FBC. TAS 202-94 S. Notice of acceptance No.14-0916.11 issued to Kwaray Anleric:a., Inc. for their labeled per refrere�ed NOA's re�quirenoeuts. 3. Egress operable doors must complyw-ith mm clear width or height per IBC requirement as a able. 4) Large Missile Impact T� per FBC. TAS 201-94 _ Unifomi Static Air Pressure Test. FBC. TAS _0_-94 "SearryGlas Clear and White Interiacer". lam` papplicable. ') per ' ' ( ) t'1l'ptiln$ On 07,144118. 4. Pocket walls tender separate apprcrtaL to be reviewed by Buikkrag official 5) Cyclic Find Prosstmre Loading per FBC. TAS 203-94 3) Water Resistance Test. per FBC. TAS '0_'-94. 9. Notice of Acceptance �io.1� 1117.01 issued to Ktmraray America, Inc. for that LABEL.L� G: Each unit shalt boast a eat label with the manittfacturer's name or to , . city, state and series and 6) Forced Entry Test. per FBC. TAS 202-94 4) Lac Missile I ct Test FBC. TAS 201-94 -Trosifolt L"ltraclear. Clear and Color PA-B Interlarers". folllowia sutemeat: Miami -Dade C Product Cool . coed .scooted herein '� g _ � cxm 47rfl$r19. 8 ffi 4FP� al with yip drawings col lust. iirrn d agrarim s f 1 sliding »y door. prepared j Gv Wind d Pressure Loadingper C. TAS 203-04 ally FB by Fenestration Testing Lab. Inc.. Test Report No. FTL 8 47. dated IYC415- signed and 6) Forced Entry Test. FBC. TAS 202-94 F. STATE'_4If\?S RENEWAL o f thisNOA shall be c eadaed after a renewal apphsntaan has been filed and t�tYt ha:� been. no. F'a change in the applicablebuildtagcodenegativeh-affee:tingtheperfsx> ace ofthtsproduct. �akd by Idaltnmis Ortega. P_ E_ (?eat report revised on 021 lb) along withnmarke�d-up draE>:ings and installation diagram of AnvI shdinit glass door. prepared 1, Statement utter ofconfommance with FBC (2014) and FBC-66Edition 4. Test report on 1) Air Infiltration Test, per FBC. TAS "j2-94 b Fenestration Test Lab. Inc.. Test Report No. FTL 6337 (samples A-1 thru A-5). dated (2017 issued b manufactum. dated 08/14-47, TER_Nfr ATION of this NOA w ill oc curr after the expiraticna date or if them has beers a revision or ribcage m the Y Repo - )• y signed dr sealed by Lynn Miller. P.E_ materials. use, andFot manufactme of the product or process. Misuse ofdw NOA as anendoneinent of any product, 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 12:06-10. signed and .sealed by Jorge A. Canso. P. E. (:Sribnrftted under•:70.4 Vo.11- 2. Statement letter of no financial interest, dated 04t1& 17. issued by manufacturer, signed for sales, advecti,ingor any otherp es shall auto allyterniinate this NOA. 1~aAureto comply with any 3) Rater Resistance Test. FBC. TAS 202-94 010? Qq) & sealed by Lynn 1%llern F.E. section of this NOA shall be cause for ten inat7ion and rem% -&I ofNOA_ 4) Large Missike Immpact Test per FBC. TAS 201-94 3. Letter of lab compliance. part of the above tit reports. --ERTLSE3 -T: The NO �.numberpr�ecedesiby the words-Mami-Dtade Coin. Florida. and followed by the 5) Cyclic Wind Pressure a Loading per FBC'. TAS 203-94 C . CALCULATIONS S 4. RER Test Proposal No. 17-0387. dater! 05rt1a 17. signed by Isl�aq Chards P.E. expiration date may be displayed in advvmiing literature- If any portion of the NOA is displayed. then it shall be 6.) Forced Entry Test_ per FBC. TAS _'0� cl4 � �P 1. Anchor raificatiou calculations and strurtuual analysis. cotnmply7smg with FBC-_014, done in its entirety. along with marked -up drawings and installation. diagram of %-invl sliding glass door. prepared prepared big PGT. dated 12.09 `15and last rezrised on 0215.16. sued and sealed by G. OT1E�R INSPECTION: A copy of this entirtNOA shall begrovuded to the use by the manufacturer or its distnbutorsand by Fenestration Testing Lab, Inc_ Test Report No. FTL 8548. dated 12 04 15. signed and Astthcny L. ,Miller, P.E..Srrbrrrfrre� ' car er .�'0.4 0 15-1.1 C?. QI 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series shall be available for inspection at thel,ob site at the request of the Building Official. sealed by Id s Ortega. P. E_ (test report revised on 0104. i 6 sold 02 11 1 Z. Glazing conVii+es with ASTMS-13 -09. ) H:�:�'�0�7'0'" Vinyl Sliding Class Door (Reinfolred) - L.�i.l.", expiring on 04 14^^"?1. This NOA revises & re newsNOA -920-0429.05 and crosists of this pate t and evtdeace pages E-1. E-2. E-3. E-4, � ° , .. � , . -• E-5 & E-6 as well as approval document mentioned abut, e, P - a ' ! � L i �: Y••i ? i m �a +, .► 1--haq I. C hauda. PE. I,ha I. Cluittda. P.E. Izaaq L Chanda. PE.The submitted documentation was reviewed by Ishaq Z Chanda. P.E. Product Control Unit Supe-vi:or Product Control Unit Su rriwr tk Product Control Unit Snpertzror NOA No..1-0206.U} ti9A �o.:1-U:�]=, NOA No. ;1-0105.03 INOA ter, 21-0:0d.03 ,,,, Expiration'Dato. April14,N26 ExpiratioaIrate: April1•l,:016 Expiration Dates .3pril1�,:026 j' Approval DateMarch 25. 2021 Approval Date: March e021 ;� 2 Expiration Dm Aprh 26.1021 Pear 1 E .l E -_ Approval Dates :%Larch 2, 'U21 Approral Date; March .f, _0.1 E -3 PGT Industrim Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EN E--CE SUBMITTED \ OTICE OF ACCEPTANCE: EVIDENCE SL'BIQTTED NOTICE OF ACC-EPT;J,NCE: EI71D 'E SUB]IIIIED 2. Evidence Submitted under pre,%lors submittal E. NL-iTERLAL CERTI IC ATIONS (continue) 3. New Eiidtace Submitted 5, Quanex Pan Super Si,a�cer Standard complying with AS 1 C 513 ConductivityA. DR4ii3Z1'GS 0.881 BTU-imlit.-ft=-'°F, ASTM F 1249 WVTR-Pass. ASTM D3985 Oxygen -Pass. ASINI E A. DR.AA1T1 GGS 1, Draining Na hit}-5570.0 Rer B, titled '"Vi .4 Sliding Glass Door NOA (L111)sheets ? 190 I.G. Divability no Fog -Pass. (S0niffred carder pre'llom ` O.4 N0.1 S-0409. 05) 1. DrawingRio_ _1ID-5570.0 Rau B. titled ' Z'inyl Sliding Glass Doan tiOA (I.M)-. sheets 1 I through 21 of 21. prepared by manufacturer. dated 10105115 and last revised on through 21 of 21. prepared by manufacturer, dated 10:�05:15 and last revised on 02.01 ,21_ 04,'22 24, signed and sealed by A. Lynn 11+� P.E.6, Qiiaixx Part' comphing with . ST?�i D,IS Thermal Conducti-trity ".22113 Pen Pass. $ Th E Note. This signed an n consists replacement Iriiller. P.E. _ 7 and sealed by A. Lynn hr.-fl=- F. ASTM F 1249 UN'TR-Pass. A.STh a rep cot ofsame existing installation screw with flat head. B. TESTS 2189 I.G. Durability No Fog, ASTNI E �46 Dena.• Point Development -_0°F in 48 hrs. 1. Test reports on: 1) Air infiltration Test, per FBC. TAS 202-94 (Subuiffred antler NO.4 Ao. 15-0409. Ci 1). 2) Uniform Static Air Pressure Test. Load per FBC. TAS202-S14 7. Vision Extrusions. Ltd. Parts complying with PVC A.AN A 303-13. Voluntary Specificatiou B, TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (�'C) Exterior Profiles for Vision Exinusio , Ltd.-VEX-1 bvf 1. None- 3) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile C erttficat ion Program. (Su bin itt cinder,%*0.4 No, 1)- 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 04d9 '0 5) C . CALCULATIONS along withmadw-d-up drawings and installation diagram of all PGT Industries, Inc_ 8_ Vision Extrusions. Ltd. Farts comuplying with PVC- kah°i_A 303-13. 1- None - representative units listed below and tested to qualify Dowsi► 791 and Dowsil 983 siiliccnes. ISubnrifred rtnder A'O.4 Xo. 15-0.109. G ) prepared QUALITY ASSU R4"NC.E by Fenestration Testing Laboratory. Inc- - Test Reports No-- 9. PVC-A.�LA 303-13. Voluntary for Rigid Polyvinyl Chloride (PVC.) Exterior D. Q FTL-7897, PGT PW5520 PVC F Window (unit 6 in proposal). dated We'03,'14 Profiles for Vision Ek7ni i s. Ltd _-L'lr -1 by aA L Fenestration Exterior Profile 1. Miami -Dade Departmeiu of Regulatory and Economic Resources (TIER) FTL-20-2107.1. PGT SGD780 Alutninum. Sliding Glass Door (unit 7 in. proposal) FTL-20- Certification Prngrann. 2107.2. PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Enerla Fenestration tration Solution. USA. Inc. for E.-1L4;TERLAL.L CERTIFICATIONS 2107.3, PGT P 7620.4 Ahtsniniim fixed'Q4'indt w (unit 9 in proposal and FTL-20-2107. t. their "Tan 1040 & light shade (non -white) 111tite Rigid PVC Estetivr Exn-usiorls for 1. Notice of Acceptance :y1o.19-030.4.01 issued to Kurarav America. Inc. for their PGT PW- 7620 A Aluminum Fixed W indow (unit 10 in proposal) dated 0713:20. all signed Windows and Doors expiring on 0? 04.`21, "Tro ifolt Ultraclear. Clear. and Color P %-B Glass Interlaver V. expiring on 07,08:24. and steed by Idahnis Ortega. P.E- 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solmion- USA. Inc. for 2- Notice of Acceptance No-17-0808.02 issued to Kuraray America. Inc. for their their series-Nk'hue Rigid PVC Exterior Extrusions for Windows and Doors.. expiring on ",Sentri-Gla;sit (Clear and White) Glass Interlavers". expiring on 07 042D. C. CALCCI. ATIONS 0128,°23. 3- Notice ofA.cceptance No.18-1106.10 issued to Visicrm Extrusions Liniked for their --Brown 1. Anchor v=fication talc ulations and str 1 analyysis. comphring with FBC ?� 12. Notice of Acceptance No. 20-0203.03 issued to Emnergi Fenestration Solutim USA. Inc, for Coated (Painted or Laminated) Nl'hite Rigid PVC- Exterior Extrusions for Windows Edition (2020). dated (}4''22220. prepared by manufacturer. signed and sealed by their "Bronze & light shade cap coated White Rigid PV( Exterior Exn•usions for and Doors". expiring on 09.30r24. Anthony Lvtmm linl}er, P E Athrdots and Doors. expire on 04.16 25- 4. Notice of acceptance No 18-1106.11 issued to Vision Extnisions Linhted for their sears 2. Glazing complies with A~STME1300-04, -09, 42 and -16. "VE 1000 Tarn 202 and lighter shades (:"ion -White) Rigid C'ellula►r- PVC Exterior F. STATE\NNTS Ern -unions foi- X%Indows and Doors-. expiring on 1'` 219 21,. D. QUALM ASSURANCE F. Statement letter of conformance to FBC ?� Edition (2020). dated 0.1.''�' ''C(. issued btu Miami -Dade Department of Regulatory and Economic Resources ��- manufacturer. signed and staled by AnthonyLynn Miller- P.E. F. SIATEI�NTS E. 1LkTERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1. Statement letter of conformance to FBC 7' Edition (2020). dated 02:01,21_ issued by 1. Notice of Acceptance No.1"305.02 issued to Kurarav America. Inc. for their 04 1 &V20, signed and sealed by Anthony Lynn Miller. P.E. manufactu m, signed and sealed by Anthony Lynn XIMMer, P.E. "Trosifoft° Uitraclear. Clear. and Color PN B Glass Interlayem•s". expiring on 3. Private Labeling Age document between PCiT. dated 03-'30,15 and signed by all 2 Piiw•ate Labeling Agreement dated 03 %'21 between PGT Industries. Inc. and CGI 6 202Z 0708'214. involved parties. Windo� s and Doors, Inc.. signed by Dean M. Ruask. P.E.. V.P. Engrg. on behalf of AEG 2 2. Notice of Acceptance 'No.17-080&02 issued to Kurarar America, Inc. for their both cou4miiies. "Sentr%-Glast (Clear and Ubte) Glass Interlarelx '. WIF1119 on 07 04, 3. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision E-x-trtisions Lied for their 1. Tlmis NOA rea-ises NOA# 17-04_0.06(PN'Tw-CGI),tnd updates toFBC202fjt7lhEdition). G. OTHERS aevitW ass'S -Brown Coasted (Painted or laminated) White Right PVC Exterior Estr•usions ti s , T� W A . -`rs T. a �- e expiringtl4=-1=1_ 1. This rmews?�O�i- .O-D-t`9►.+(t3(f'L.�ur:'CGI). i3eirma0#14_6. v R evie �- far'i Indow and Doors•`_ o n 09D3024. 2_ RER Test #19-1155 dated 01 10-20 approved by Is aqL Cbanda. P-E. expiring 2. The cwrent associated PLA CGI file TM21-0205.01. e�pising 04i14;'26_ � Jirtual R C:7c_F'e� end p� 7th 4. Notice of Acceptance No.19-1106.11 issued to Vision IEvn s Limited for their .°14:21 Plans Revie�N m lianCe with the 2UZG FB series •'« 1000 Tan 202 and fighter shades (Non -White) Rid Cellular PVC for cO p Kiahr PX2300 nne Exterior Extrusions for'"Indows and Doors-. expiring on 11-29,'21 - ` � i ! "�' � �ditlOn by Debra A Ishaq I. Chanda. P.E. I:hxq L Chanda, P.E. Ishaq L C"jtsuda, P.E. Product Control Unit Supenisor Product Control Unit S Product Conavi Unit Superri:or NOA No, 21-0204.03 NOA No. 21-OZ0 .03 NOA No- :1-0:09.03 Expiration Date; Apti1 14.20!6 Expiration Dare. April 14.!426 Expiration Dam April 14, 2016 Approval Date; !larch 2e•.2021 Approval Darr: March .'6. _0:1 Approval Date: March 2f, :021 E -a E -6 E4 N N cn O O U tv �--• t� LO O N Q- O co. 4 co. tt3 CO O 72 N O 5- O �? O LL O O wn O p > ACn O N i N Q co. CU _ .cn S CU QD / C/) O � > O i_ CL 0- Q ♦--� -�--� O V O ca O w Z Z J !Z SHEET N0. PA 13 MiAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ('RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 1. (796) 315.2599 NOTICE OF ACCEPTANCE (NUA� __...__ www.miamidade.aov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33594 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having, Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, i ' to revoke modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612,_ titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each Iintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ttett�xrY %l.r-" NOA No. 20-0630.15 Expiration Date: 09/11/2023 j Approval Date: 08/20/2020 D$%Za 1 tr7d Pagi I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPRGVAL # 18-0424.04 A. DRAWINGS 1. atone. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino. P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6 " & 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., elated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. - CHelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-Oti30.15 Expiration Date- 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1. prepared by Craig Parrino, P.E., dated llcrrch 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4 ". 6" ctr 12" Lintel Safe Load l"ables"..sheets 1 through 3 of 3, prepared Irt� Craig Parrino, P.E., dated March 24. 2003, last re'Vision 41 dated April 28. 2003 both drawings .signed and sealed by Craig Parrino, P. E. B. TEST'S 1. Test report on flexural testing on 4'*. 6' ctt 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per AST,,%l E-329-94, prepared by Applied Research Laboratories, Report .fro. 30404A. dated 04,10/03, signed and scaled by Christopher A. 11arnon, P. E. C. CALCULATIONS L Calculations fi)r Cast -Crete I_ inteh, dated 0 5,'29'03. 207 pages, prepared by Craig Parrino, P E,. signed and sealed by Craig Parrino, P. E. 2, Caiculations for Cast -Crete Lintels, dated 05 2c1103. 140 pages, prepared by Craig Parrino. P.E., signed and sealed bvCraig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. dualitySystem Manual far Cast -Crete A9achine Afade Precast Lintels revised on 141,73" 1. 2002. 2 Cast -Crete duality .System Alanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed lintel Details", .sheet I of 1, prepared by Craig Parrino, P. E.. dated March 24-V , 2003 and Drcrwing A1,T4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Lead Tables" .sheets I through 3 of 3. prepared by Craig Parrino, P.E.. dated March 24. 2003, last revision dated Alarch 11. 2008. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. ByMiami-Dade County Building Code Compliance ()ffce. E. MATERLAL CERTIFICATIONS L None. -pe,l[ie my A_ Makar, P.E., M.S. Product Control Sectiop. Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - I Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By A-diami-Dade County Department of Regulator} and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the f1orida Building Code, 2017 Edition, issuer! by Cast - Crete USA, Inc., dated 08?,08117, signed.& sealed by Craig Parrino, P. E. 2. Compliance Letter with the Florida Building Coda, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06/11120. signed & sealed b_v Craig Parrino, P. E. �v AE. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 0911 V2023 Approval Date: 08120/2020 E - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, prepared by Craig Parrino, P. E., elated March 24, 2003 and Drawing No. 1, dated 03/24103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " & 12 " LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables', sheets I Lintel Safe Loved Tables', sheets I through 3 of 3, last revision dated 06112114, all through 3 U1'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. revision dated March 11, 2008, all signed and ,sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department gI'1'ermitting. Environment, arrd Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Cram Parrino, P.E., certifiing compliance with the ,Florida Building Code, 2010 Edition- 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1 None B. TESTS 1. None. B. TESTS C. CALCULATIONS 1 None. 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS cr 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ry / r� L-iAlelrny A. Makar, P.E, M.S. �elmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 0 AVM 26161 V9IV 1G ri pW�`'�`. `d' d J IRiuAI ev Virtual R tl co.►r,�1t=:;e an ;FCC V) RevleW with the 2-rl p)C2300 Mans fiance e K1ah for comp Edition by gebra pn� May 27, 2022 N C Cn _ CCS > L `� lZ LO C O 0-0 CU -0. a U 4 =C !� c O U_ M � %.I.— CU M E O Cn J=_ L_t0 CU F--0.�CnQ CU —O O > Q Q Q -0 0 -0 CU O °° L W a z z Q J a SHEET NO. PA 1.4 E i i /_ I f 1 i- - 141'c T11LtT TESTING t- ENGINEERING COMPANY r1'4tt^PRx ip rr- a .x4++ 11 r1L -It=- PRODUCT EVALUATION REPORT REPORT NO.: 2e to F 01 OATS: Jule - -'ROE)UCT CATEGORY: st-"r r=rJUGT SUB-CAtTSGORY: , t'RODUC'T NAME: 20 GAGE GALVANI ED STEEL STORM PANEL ',4AN JFACTUItER: (.;k" Ppolsiction Products, LLC. 4600 S.W. 61 Sired1 Osvw. Fior 3314 3. PURPOSE OF EVALUATION: ;hrs Pa a Product E valuation Report WA" by Walter A. T1811, Jr„ P.E. (System lD # 1906) to this Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 10 of the Florida Department of Business and Prof eslonat ReIgulation- - r -: Ct in b" issued an Evaluation Report as described Heroin, and has • I 'led for ciamphaxlce in aecor+dlorKm with the 2020 Scverith Edfidon ai the I'idjng Code, m1d to verify tfet the frrrsd,acf Is for this purpose mended II t ss �guivaieM to that recrulned by the Gee T;1r, Produrt F_'vsfustinn Report shaft =•0 suf:, fPrt to review anti revs four ir's Oasr3 of a SU kitng CARE) cl'oNc "may effect ffs ttmitat,ons and condition: 2. ftAf ENCE NIjMiTTED: 2.1. PRODUC-T-.EVALUATION DOCUMENT tP_S-04. Drawing No. 20.176, titled "" GAGE GALVANIZED STEEL STORM P.A r,1" a"nrsefs 1 thry 26 or 26 proWilad by Tiftecm. Inc.: signed and scaled L , _ Tulin, Jr., P E,i dated 0712812020. This drawing is an into,gral I EvaNlgEton Report. �r l � �' ;"a=\OcN`TF 40 4 )67 &__ b3!3 Iti, `. 3bth SIreeL lure Jilt, t Atli, Fkxi twit# - l"tsrrCt; 1 J4S) i171• I5? . , +, I rRODVC1 EL'.LLLA11U3_KMKEjW_ 211412!v 51, 22. TEST 1RFPORTSr Large miss tr nnprlcl .and rare load tests were Wormed under Prcwt'o is TA5 201,201as per section 1628 of the Florida BtWIA g Code Uniform static loads as per TAS 202 Protocol Test reloons prepared by Hurricane Eng4neering & Testing, Inc . Reports B W569 dated OW0911996, 096-570 dated 0911811M, )i"-T30 dated 0512011296. all three slgnod and waled ' y Hector M. trlrsdina P E , Fooveriolitabon TesWV LAtarr gory. Inc, reports a 2032 dated 04AW19N and 9 2126 dated 110/0,1998 witnessed by GlIber. D!arrrnd, P.E anrf Report No. 0219.01-09, dated Mslnch 4, 2(:09, xi(/nod and seated by Edmundo Largaotpada, P E and Henry Hersem, P E Tensrlc t 1 reWd No. 9CM-197 oy OC Metal•rcp 1, tic. dat" Marr." 1.3. 2Ci09. signed arc sealed by Frank Grate, P E 2.3. STRUCTURAL ENBINEE SiG. CALCULAnONS: On 20 Gaga Gaivana*d Steel Stomro Ponol for maximum parwo lIangith vs. It °,'' wind load. are wok aS maxtrrrum incflcr Spot:iny v-& design wind toad and pin. length Mse'c on ravonai and romptirative aralysis, ant: 'r accordance witfi Section IC16 of the Ffo ida Builifirg Code Catc.ulattens prepared by Tito, Inc, dated 11MID8 and 03/'2115, signed and waivd by Weller -A. Tt fit. Jr., P.E. 1.MM&LE.IMPACT RE3.11TTANCE: Large missile Impact under aeclion 1826 of Mr„ F;Iortda Building Ctai., as per TAS 201 Protocol 4. NND LOADS RE-313TANCL 20 Gage Ga vsnized Steal Storm Panel has Dean `.enfied io sustain wind press-wes. Maix min Canal Wigt11 snag be ds Indicated on streets 8 iG. 14.15 10. 19. 25 and 26 of 2R of Product Evaluation Document (P E D.) drawing No. 20-178. M:axtmum Am;icr Spading ShsN be as iridscafod on sheets 8" 9, 10, 11 14, 15, 11. 16, 19,20 25 and 26 o' 2b. of Product Evaluation Document (PjE D.), drawing No. 20.176, S. tN+4'Cnt 1 nTION: Irstasxtiun slush be perrorrrted Mrictly in accordance Leith details indicated on sheets 3 thru 7, 10 ttwu 20. 23, 24 and 20 of 26. of Product Evaluattun Docurnern (P.E-D.), drawing No. 20.176 Minimum separation to glass ahall be as Indicated on streets 8, 14.16 25 and 26 of 28 of Prdd.tei Evaluation Document (P,E.D.). din w ling No. 20-176 e0" jj ., yj i.u/j4�+'a 4 -" • - - �.W.-44t17 •: : A• ----#$� r� dr "`� i "1 '11.Sirt t« .: at . x r.".t Man, MIW. €a ffMAr-4wi.,lt'( AfA4at 1'IK" �* ext. 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SIR, 3"a y ,+ I, 'I4_ ,, R ,� _ on %34w^A I- "_' 1M4•1 y III 'i! to a itlll ON YJ wn s :.a9 tit i11 j *4" f ltotma r. a, � WALL wt "I 11 SCAd 3At-' _.. :114_ Y,I.r Lit-` "_ ,_.f-l' ' I t f S _ COM Elatl'�v tY Il i a1ll,wAOMa1"tA. i I. ) ISr'1 .,r„d [kJ! Orin `1,M Win 11 a a a) I . aist I jr I I **;; ` 1 WIF r+.-" sf.:tr:las ,._ .y I.r e l ie rry t !1 CY"C 4#OUN f --s u!" K a.I ••ice (66 A cc..a.tn A V.'+ 1�a -0 fist AAy I . 7 Its+-:u/,a1 aCFJY ' ' I t ' '. " r ' '' rLOVDA ►Li1LOtNG � (Is M vslix: fht-jcallf zone) €rtlslc I'w12 F n trr4;tAnu1 1P1 I - , 1 ,.-....,. ..,.:,...:,- y cAdcnn GOY _. STrrt S101eN1 rAs4i _ mr of owl¢ . a. r. 1e afM.m sI A'. jRfz r w tale 1tlro -€:..,:. _,_ _....-I-1- , r V- tfI 1 o a f-, • •,t. "' , !1L EI C O t1� t 6lOdAL PIKiTfClMtift PROOUC131 LLC .3-1 t4' f p 1� y1� I'r .. , ,:, . J13M olio _ - _ F r.. A trA riled• 4 ter. OIAL - -'2?`' r1 .. r +n .",..+.4•A .. r «a" +s.a w •... u.r1___ .. POW-_ T •. Ief.rt•aY Ira-17i t. 'eat-1w•w.,e.II uMer1. ' .+ 1e+"f rid • 1Ar i_ /I st � _ _ t fNr . . w r"I)L4L2r►net AiiSX,.sLL'1 W-*,.Q-Zt,r'- ia<.t MATERIAL_CHARACTERISTICS AND SPL(;(FrGAT(J IONS: Shatl be strictly in acoordar" • General Notes and Gornpo nlerdb tn1JI . !,- -Sheol 1, 2 and 22 of 26, of Produc! Evaluation Document (P E D ), drawing No.20./74. Anchor xpec•fications suet be as Indicated on streets 1, 7 and 21 of 26. of Product Evaluation Dowmcrd IP,E D.). drawing No- 20-178. 7. LIMITATIONS AND CONDITIONS OF USE; 7.1. SheN twu titneutly in v.smpfatrnce with Cwnriral totes No 1, 8 trVu 14, indicated on sheet 1 of 26, as wV11 as Genwit Notes X 1 lhrtj 4 anti 11 thru 16. Indicated on sheet 21 of 26 of Product Evaluattors Document (P E D_), drawing No. 20-176 prepared by Twow. Irr- and sIgirma ancl sealed by Walker A TWO, it , P.E 7.2. Product may be instailed within HWPH VELOCITY HURRICANE ZONES as 0011nod on wign 14320.2 of Ufa Florida Suildu+g Code 7 3 Product strati only be Installed Into rocurvd concrete. concrete block, and wood fra'r1e Ids. Product Evaluation (Report prepared try Walter A T oil it.. P E (f Icrida incense No 441157), President of Tilteco. Ire. (Potida CA-00067%). wAI'L. o' T1.*FCO A V0h 441CORD! P.r. iPPOST 201r. 13AAt. PQ0IiCTKj% r•: 00-_ CIS ILC,'lif GA{ GN vAf14tL! e • LLL a' I- t' PAHELI owin s:r:114' REPC47 f Z",, snit;' '` �Ec_ �C. TILLPT T'EST1'NG & ENGINEERING COMPANY A'ALTLR .1 TR_i3:. r'. . ^L I "'_-. t,-_1' d.r.1s 1. _. �_ 1b%'.1 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: 5ru'lers PRODUCT SUB -CATEGORY: Storm Parte-t PRODUCT NAME: 24 GAGE GALVANV-ED STEEL STORM PANEL MANUFACTURER: Global Protectlon Products, L.LC 41100 S.W. 51 Street Davie, Florida W314 1,_PS1RP_OSE Of. EVALUATION'. This is a Product Evaluation Reoorl Issued by Walter A. 71HIt, Jr., P.E. (Syster. ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No. SIS20.3P Method 1D of the Florida Department of Business and Professional Regulation This product is beinu Issued an Evaluation Report as described heron, and has been verified for complianw in accordance with tho 7020 Seventh Edition or the Ftoride Soolding Code, and to vent' that :he product is for the pwpaso intended at WIN equivalent to that remireed by the Code TN* Prcdltat E'val'ult u4o'n Report seal tar subl"t to review and revision in 'case of a Building G!rd® rrL,1n'w that may 4t4irt Is limrtaironit and Conditions x. ,EyIDENCE-506MITTED: Zt. PRODUCT EVALVATION DQCIJMrcNT (P.E.D.): Drawing No. 20-175, tilled *24 GAGE "LVANIZED STEEL STORM PANEL' %t Noets 1 thru 18 of 18 prepared by Title=. inc.. si pried aril;i s eat'ed by Walter A,, rmit. Jr, P.E.; da:od 07112712020. This drawing it' an mteR"t81t f'pf-lJ1is Evaluation Report /�,,,L .A.:.../!(I/,, 14F. tiwENSF r' 1. -►� - ` *- is 167 = -f' 1 I * * IIt 5 141E OF .art ,rc ffr.IranP- 'r44' 61ci N.W, tbth Srlrtvt, 5ui:c IO5..Misnu. Flonda 33166 - Ptwcc (J051371-1V,^*��EisLl+EJB� Bra' .w l _ r.-_T__,..._.-.m.,-..,,--.,,-.�.,_._._"____---�Q�QQN�.NI;z��OR_ REGULAR �...LIE�_S�.�IY--� ,1� PA�+I._._._..-..�___....... .. _ _ _._....�..-A.L t ;z - EU 's•to• n-_a 1 - }. '. ion' ("ItC7R .0^.) _ - ,1 !eel tI(,!lk IF"! _- , a w' s,r. - f?. . ,. • :wrw -- - ....., (A .. , yT ,. A r` C moo. ,w..,�, J/.,auau3.v 4�' y� r,.tir s � "' • P1 F 7t. °." I 1•' �5 5N-� Ld.s iiM„IW. ., t" 's'r1J • t r c1 / IY 3 `..-N31 a Tvtt p3.,• e•1n u 9 �� r.4A'r rC"' j i •IE.,,F_T+ .Kits;:' It." W1 % .I•IM:ti KtAr ,L I= `� J' rK1:4 i- ii i G-N3. / Y. 1 l I 1 tilts A \ 11 .a ♦ - r . jlterf. A 1 _ / .1 1 _ . rSc' - I yam•--� ,I jw- ` T Siam -eau 0 $± PAL ?'A', - tmw 't lw.s . I . c •- -- t.'._A 4 n..W nnff a .7 - _ -x 14 A •. , . Y. 9. r he gJt:'Ur _ r'A'' .II 1W t,-, I"I -I I t:--....�,�. >: t'�St•" «, : I:r' _ " a ,w, err . r, 1 ..,I 20A I Ir l�iglli.Il3lC, yjiw ill• € t y yg (� } : om. a.. tH ' - " J.: r y . 1 �q-. .,i:A bf a rt€n Qr .AC_: 1, pal e - 1,I . t, 42 "h,_ HIDER 4 , .i,I. t�fl i M" tM1 ANGLE WITH STUD 14i_t ANGLE WITH 1 y �E._sz� --- . - tit : I 1 ,. l 3tr 1' I r0?" -^.AS` n,=� 4.V, I »A' ,:i - . m S•,A. .r t. a I -� , ' AAFrt A%-- 11'r1+ CI?,W- • 1' I (CSi KEY HALE WASHU W. .?!f -4 15 _t - '- cs►r I rA't .} f,. _- lu- -t 1 .M`. 'I"O __ U I •-•- -" '},11-_ _1 Dow fCAa_ , - - I�,l. ft•re mac •.L.- _ : - - 8.- , 6LVM]NVV � s'IO-4I1 119 .•. w._r e- W". .11 4 "A�,%? f.5t'tr1 11%Y tin - I S-'7n r"• w, M P110 till.) i! Tb,JI - �.-.. .sic' ,•itf., - F4IC" - I 1' 1' lam, _ 1 j13 . i , _ : 1 '" tu. F' r IA• tl 1:1 ` t r I a tN:x'e' `l'3 ., - K r tm .Y ' - SAS vi mulct rc I'K i . 4 Irk is"6. Y �. N' ' It` .r • .wl .: tit! • J17'-r 4 41 f iri-a ::XA' - I,_ „r 1 !r TRACK ANGLE � VS! *r RWX "t FW-_P.1l1,I�E��D °.' f1. J 0at 1,-�1, •f` v .00:h� ('� A' //� �L N 1 ', ' No, 4 4167 I �- s N ; * * 40tn0A COOL (High yo e" ;-l.L ,Le ..u. .M j) _ , 1 , ,t t-L" �s ',+T�'w,t .As1e -. IT:e . i - .. GaLVANIX0 S1tt1 STCOU PW ; i1•aw r C: 7 $NLi..daiEaMt 'L 1 .L. - .--'- _ 1 L F C fl 't31.08fIL P TAmb 1. �f I TS. LLC.. .. �I"M,.V.. . t. i NI%, A A 61 r1.11 -- " 4- .. .... ltrl .AIt. h _ ...,. I... ,. a "'N 'w•.Pf ,wtM,t- ,m..,.,. ., ?o•" 1 ra .. - _ f s A.�.. w ..,,. . i _. _ mmocatt -` " der.--n..w.' ..f, • 1 .In � a r A. _t I _ :n,s+ i" -- - -------_ ._ _-----_.. -- - - IN5T&I.WllOK-DUAIL 2R Rs vuR EANE,LS t -jA EWaQ _I ATI W+ _ . IMTO��TIiNG POURED CONCRETE OR CON.C.REl _.-BSA I�._STRSl.Clitg� I tat_. I. 1tw,. r,Aw'l t.. VAUD-f�R.. 48._t�-�41'II'I J_.E Z H" _ 1t..P y Iw. i... nit a- . �f ,tctm11 ... � ; , a sClsmu elk loft' N r tY s"ft�s a r �, '. I - 3-- 6-" I - , I' - "„"... 1e a. 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Lffr a :.A1C1M'! .t s ,+,+Y .'+.fa' r:.,; , 'yt v3ini,AAi lieIff yV [ KIl 11 �t 4af15 e a 1 art a +•» ., �Zd� I �"M"e.R.T",Y "".'!t""" I _. .. - aY•,�•I.w K_ _ _ ' 1 / . .0 .ati. i ci.tnc. n •a. .:l tfaAs I:- Ei'll OGi a.SlA.1rYY - t'� ram. .. "., 1-.+.t 54 -' r r p Q& F t Ptm t f-fir.": arutrl/ AI wX4 NA+t SiKrw' ' + +•r x� e A �.'. 4 wit ° OmOr "^t.t . it$' ! r-J, -mo ~ 4?tl. r'P" Ct?a"1r1SA1f W .. - A I wwo PLAIt V A-"+ji) . . ar:•.tp "aft' r�-a, r 8'..",. m. .v -'�', �,. ^.� N , t. •t r , a 1 cc-v*r .. '. a ,... _f' 4w, Ed4#L_L_ZL M :ii" •a, A. = I 1At.I ::.. S1,t.t i!•l+•' - tail a M:,O t, IK+ re-- . r " : �tEa Ticl; .- _; Ia�.1I. i1."'r , e L41 tirlORtriA a41L.r41tG Cgx R Yr">-+c'RwrltsWN zit w' W,� Inwarrr +t ,t o 04.3. -_, ow %i". - - A A.1t•. r�f13• f.. ' i •':,.,-.,t-_.•_. 'C" (i Allitflb 'S'itl:l i1ir tarl[i 1.rt b' w. +A7..>.,-I.lI1."I^/0 6A4CNtw �_..•:..,....,•......1 N X% TEC'TIO N dPR00MM i C a'1,r+fr«N " `'L�.1'.." 'r'.+P "lam- M...1 w7t I ,a' n. lbl^♦UrJ4d 1/4 SbE_tllil foil sc(�w�u !�i_ err" Lr t t.A' t ffk1T VM MACILS ADJACIINT 10 St1 O/W= BAN � .. r . w •- :.".1s11-hot ut ,v 10 t-s•t, 1 ?6-17s ''tt.I�S.aw •,.. a =- ., _ _.-, __---r Writ_ . .s+� _-+..s ors 11.I.•ta•..L_-q StIt i Z , II tYI T .:- grin . Mot I r'HUPL{ 1 '►,11 Uh0_.Jl.lX.,NT '10.."7.17Ai 2.2. TEST RL-PORTS: Largo missile impact toad tests vie Performed under SSTD 12.99 a . Per seE:lltin 1609.1 2 of the Florida Building Code. Uniform static i0,1r1 - w Section 1709.&3, per ASTM E-330. 709t repots preaarad by American t' rend Lab of South Florida, Report 0 0814.01-01 dated 0,11`1I/C2 witnessed by vi-t m R. Mehrter. P.E., Boriz Moroz, P.E. and Honry Hattem• P.E. and Report No. 0219 01-09, dated February 25, 2000. signed a'nd seated by Edmundo Largae4pada, P.E. and Henry Hattorn, P E. Large missile impact and cyclic lo"Irille pot Prolocol's TAS 201 8 203 as per serct(un 1150911 of the Fiends Buftno Code. Test Report prepared by Ameream T4s1Ing Lab o' South Florida, ReportNo 1125.01-10, dated Novembw 23, 2010, "nod and sealed 0y Jv00 L Gorizaet R.E. Tensile fast report No OCM-198 by OC M.etaurg", Inc, dated March 13t ,2M. s gred and sealed by Frank Grate, P E. as per ASTM E-8 and Tensile Teat as per O'C Niofa luroi :.af Report No. 10 KIII-1318, 'dated December 1. 20" signed and sowted by Jo1ry Jac•ufano, P.E. as per ASTM E-8. 2.3, STRUCTURAL ENGIKERING CALCULAT11IM: On 24 Gage Galvanised Steal Storm Panel for miluumum panel length vs, din wind load, as weN as maximum anchor tipacing vs. design ward load and panel length based on rattensi and Co fiparaliva anolysis, and in accordance with sattion 1604 of the Florida 8uild►rg Code. C.aiculal.ans prv"rvd by Tilteco, Inc., dated 12/15110 and 08r27013 (for lids revision), signed and sealed by Wanner A. TOM. Jr.. P-I-- 3a MI5.31LE IMPACT RESISTANCE: Large missile impact under section 1ti09.i.2 of the FlortAs Buudir'd Cade, a> per SSTD 12.59 Shindy id and TAS 201 4, 'WINO .LOADS._R ESiSTANCE: 24 Gage Galvanized Steel Storm Panel has been verif led to sustain wind pressures MAXIMUM panel length shall be as ind on shots 3, 9, 10, 11, 12 aril 17 of 18 of Product Evaluation Document (P E D )• drawing No. 20.175. Maximum Anchor Spacing shall be all indicated on shoals S. 9. 10, 11. 13 thri 10 and I C' 18, of Product Evaluation DocurrwI (P.E,D.), drawing No. 20-173. 24 Gage Gatrariaed SI" Storm Panel has been veMed for code cornpliance to work as a non -porous Storm shutter assembly, as per SSTD 12.0 Standard- -�u£sx�R.x;aok a F Ir- -.� - i`1-7t='. S. STATE OF Q ,Qii��.. - ., .g' �` ""'. t"l.n+r""w f 1 ,511AL1.,ATIOV , .. ;etfor med stnctity in accordance with detai's indicated on hllr:I+, .', ;.art a 6. 12 Inru 18 of 1E. of Product Evaluation Document (P.E.D.). drawing No. 20.173 Minimum separation to gta,mi &hall be as Indicated on sheets 3, 6, 13. 14, 15. 18 and 18 of 16. of Product Evaluation Documcof (P.E.D.), drawing No. 20-176. t31MATERIAL CNARAC ERISBCSAND SPECIFICATIONS. Shalt bo strictly in ocivxdonce with General tioteb and 'Co mporleTaA indic.,itNa ';,it'' street 1 and 2 of 18. of Product Evaluation Document (P.E.D 1. drawing Na 28-173. Anchor specifications shall be as indicated on sheet 1 of 19, of Prodaw Evaluation Dowrnent (P E.D,), drawing No. 20473. F. L,Mq c;TiO S r`,"aD 0 ONDM, NS OF USE: 7.1 Shall be 9iroiVy in Compliance with Gartaral Notes No. 1, 8 thru 14. aldksted on shoat t of 18 of Product EvOwbon Document (P.E 0.). drawing No. 20.173 lxiPared by 740M. Inc. and signed and sealed by Waller IV TM, Jr-, RE- ' c1 .dacl Sheol not be instiMod within Mf6H VEWCITY HURRICANE ZONES 4 en section 1820-2e11the Ftorlda Building Code 7.3. Product shall only be Instahe0 Into poured concrete, concrete block, and 1*130d trarne bsnx(ILHea Product Evaluation Report prepared by Waller A. Tdlit. Jr.. P.E. (Florida Licen,su Na. 44167), President of Tifteco, Inc_ (Flandat .CA-OOC6719) or*- 1 - L�1� �.U�` '7 1 c .L:167 LvAr I D-, TI,'rCo A0440r1 OWORaa I. f f RH+oR1-20I*41"'A+ P A•- tl T i.�pp�• r.SLW4UGo>:'-TFLOTOWPI&W.+,DRWefni11S%WVCfttl. „€�. I` .\�+ 1 �;s`t�a"kL � 1/4. 2/4, 3/4. 4/4, 5/5, 7/5. ♦tw/to, 2w/10t tw/Is,, 4w/10, a/s 1 sw/10, sw/i f A 1iv/11 s' red ( Awvo + "ON CS7.Ltm "A SO4-1w GIs, 10110M a a e Y wed. -,. WO-' It..OX Kr 14C'tds 0.1-cmit is I ,•.fN �-- b --- -_ .- ____. . _ -_.. __ - I � ..., - - .M. 4 ,tl r a . a 3' e 6 I . '"L- N0.+W ftsmo, V/ 1/46-70.•' - t Sit lac -ow. Al - - - , t1, "1 WLI Off 111" . 3/1. f.•.-- CiA -. t.r16%0.-'1 a th w(W- tut ul"Ok- Al VV%C.AAf) , : . ; . I t t ( r)-@.`4 4. k§). 4 Ol '. - - 1 1/4. 2/4. 1/4. 4/4. 5/5, 7/5. ems""',, - I*tw/To, 2ed/10. SSW/10. 4w/10. 46/5 5w/10. ew/t1 A 7w/it ,yt Y!':,'.:o Lot 111,4.10" at V41" to a 11 BEGVlAR 1.iS?Mk-P 1_& I .ELEVATION w': .tr l.. ,sow -1 M. - _ ., u. of •" IMa' ea► I 4 I- S� ,:.. /T 44167 SECTION A-1it * ° ` ,�.: . n'• And r^ - .I a 1YIti t , r.1 � VA'� �, _.. _ �t"t,..,.. .-tyA�T=fi INSTALLATION DEIA"_EM REG(,2LA _PANELS 1 INTO £XISIING MURE0__C4.NCRET S�� CQ_.I CREIE 11t3CK STRUCTURES I G ,O.L,Kn-NP,.lrr@ t%P+r"..(It .L�LRtI7 A:d7flrEMr.7L t..t3tptl PM "am S'rr "nNt6 te. � PC* clowo"Itt to SoPitmm up �7 N -. M cz. 1* l aim. Yos kc"C"It OL.X. oI 4CQ,erletl'[ 11;1. _r .. F N * A' w. L/A41r't MO.A 1 4lV.'4"1,D' A,L•Wt1 a+OtlltiO Llr".ea')S 4N1'P1 . 'I."f., PA. CMn4AW I.1 N"4AE ,s%,,r' j a N 1R flr4ll N1nf tA. 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BCi 11Tre PwrLS : i' a___�YAIfQ2l 3 1. # As ", • Ir 1u:r Sf3Y. r C, � 0 , t C__ 1, sm. --A I I y - -" , � .• Wr GI 1 �._ +i4.• .'.-JC113rA' ii h"il 1 t Aaf t4alAP .• *of AA.M - to y I :/ +n•.vv' ..tit .�< 0✓�+}�■, _ a ,3 I/Y oC colalr..re+afs � j`011 �` :Neill or.'a a VAN"L tonrom ••f`mo•f� WIT" .: .Ir b" ..' w w / till :tau vulla,AA tit. to !I (11 %4r 11 Al11I. SfCnM A -A n LAap a Srxt 3/", Mina (Arx a 'tv.n tr.rMwl iklm tlrA.Yi:1 a:1.w. MEC.I t N itf Ilk f"4W111 � It." Net G,• i A Ii M t I t N P• to 3 . a' 2 0 20221 RENitw \Rl\ SSis! . VIRTUAL r�rCtc? - .. Virtual Revie Ltl J l• I o,r�,iF,jec' ",,,d Plans ReviewC m liance vNith the " _ P for co P ebra Anne Kla Edition by � r104i A su1WMc COOL t1 y41e4inar.ifsnt Ions -I- rlc - 20 UU CkYA141M tlttt St041 M1il 10 COOOI It . t Ai XOM MIECTIOd LLr_ prOW 11t ECO1te t' _ -_ 4 Nil tl NY SW .+".a.f`_` ..) +� . trjji. �"t notMw" IS* a (A+I Nn 70-176 11=", nr..1." ,.r.,.... - - u _ . _ Mr. t M A -1--- Q) (D c- (/) M C (D = k(D � CD_N � -7)0 IL 0 U IL M -u I- . � U (n 1 _ (1) = M U _ ® � i_ i` i 0 Q3 (_0 = . 2 Li- ® � O > ((f)3 _ I_ M. I- _.CD .9 / U) Q E z z W J sloossissia 1 J Lr 0- M/ 0 0- 0 (a)111 L/^1�' r T� L. I r i IL, J L SHEET NO. SH 1.0 WALL AND FLQQR MOUNTING INSTALLATION F SE1.11 PANELS -Y r• ' ,•:• .1st � . �..vim% z to, UVA Es ;A ;I - WA 4; *14- Atitto L L it. ittittatt"[w~ T6 A SEMN X-Y 09 MU PIME1. ELENAIMM Dtry EIAL I wAA&% P v Amp IS&AAA .carbam a a r. 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L, .T. 1 v ii f- apt' Ci 7 i d I r 23 PX cn I' �A " a) i _� > O c/) CL "i(1) =3 O 0- U a)) 1� tttttttt- Y �/ co w ii z z a J a_ SHEET NO, S H -�1.4 011111111111 &_EZI/16, Fww/ I a Ar*:Wlwl (SIX tltc--_- Sal A I'llt-WM Ell* ;A, "r w • MO V71 7_ 1-- 71--1 AV iz4 ;iv- OROS I", AjjI-_ I J wil t *rCzz I W/ 16 TTP!M_11.EW!0-_ FQR 5ERIE5 2QQQ E-Z HANG STQRM PANEL I SYSTEM I7-,Alt , %'_ ENGINCERING EXPRESS" Fs%EOoc)ur_'r EVALUATION RCPICMT seltention 15 20N Arowilib" N~ LZM R2 F_X Prtaed Wwdw 20-MS43 Ptf4 mmumcbstow AN Affisexom $reglbm mul CAA" fA4,t,A,a" IA M@" 154 Don" RaW viva omm 11".111 Ft 311" Logo Ow%sO.- he*etl Rtwv-=AL- Scop* of Evahiation: It" pmftmel flisksbrA R~ M b" in jw<nt_1sf_1* *41% POO, toewimr.044 a the r WAA Nooto-ont of DINA*" And P104464" PAO*iAW60,,f 11-3. 8widft CtiftrobsIOIN F6.0 Ch Ow 6*, G2&) WS F A C liar stalonoaft weagitancv w Mott-d !Wi Ilia, coadod notod - Stan tw- feared -dW w ,a- Sw.-IfI Edit wl 120M rind a lot One PAPIAW 00.141d Al AsNot whohROAAwd SAO OW re9teted OF tA, QF V" pvd�l " be 100"oe-4 flo"0090"i fforuhi OWWAV Cad* ffa*Uw�_ Sub.stantiattfig Data: rt,epw .1 tyt r E #tw"s u0notj C wA 90nowittle P E is &A A"flo W 0 ft% 04!�� k_ 'T vwi.�v h4, 0". uris",It imptodarwi; w.M T04.-12 to,14 %1RI4w4A p" W, wpwr" NOT A�Z 17 00, Vy swole" yeotbrq $sm; L.No,'Iftul-I'Vocl llroldmocli and tyck k," Plau nowl howhold sm w,visinnow A% TEAS X)t e0 'AS :03 rest .Gvd-kw L-3 twv%.rJODT AM 17401 Avg flackw~Irsanip 1.v . STRWTURALEN004LERLtiOCALCi.AATlQt42 sa; wjr ffQnVwwV LiAlt"wispoelt hir" bVIOA lit"Isow Villch ".1itaf the pvdud satiod on ctv,V_-*--ww #N1S* f*ww antiftnift 14) quakh the >Amnqpoffww Stiletto I LtAr- AdOoablot Sporns, MArtt,,airtA Gina*. stipurabon 4 4he" S000" 360 SIR 12'- A,,f..ji S-71 106 , osfa-�t�4 11g.f.. I veto. )344.1 19%41 3SAI ebb. 1 0645 396-9999 eats to- kcs%4`1 AS, So- F 44167 st IT 11LIEC 0 5. A. tIkV I L;%V C q 4ft14 Ml� Ir'l."w StALIV-1,14. CM low tx ye!" -V ION.Cno 1 14 ;Aa S�VaNnji Sl"t &IC4W ?Akf-, QM PROTECTION PRODUCTS, LkC� WAR, t. F_ M Nitsconon SNMcn &W* - '4%a Whatisr" SWel Smart Panel, NO 34% WOONEO10.0 6194,011111110 SEC44 had, 0"A U.1 - the (14011ion Mtn Ptg*,Kl 5"wipaw heor, Vtj7r^d me .0 1111 -u.Ae--^- W aqowaq o! wwid - 4 W4 imaW" UcIlO - Impact Resistance: 14 " r1rip"'A SgPli"i'm 0 M" ,.+ darnor"~ los ftv&N"woo in jwrpitt,yn)o **a" wol sop"Ttit) - 0^0*w Foe A W. eftp_n qi 00"r lot tAIR, pho&cl Wnd Load Rosistanc* TNs'pa'swt hort, tligeft 0ow".wow a11rt111 as wtucaled On "ON SDM ticriediohies) an the tnstattatton -rri product %hard be irostiodled In ROME carwo6ancor .0 ft .P.*" Prod'Xi f,wilomilim Dw.-Vid 0 wVtwonng t6aitooRg1 4" WOM *11 o6orWon"Its neW Overlain 0 1 ~ ctArripirwrow MUR be of Vo trairlammal w"AARI in Uw lifol.0 % nmlxwye Piodud Evaitistam onclotwO Joe, arporom"drsorwo Limitations At conwhms of u": Lk# of bleo Ad 0&.ci iltal r. . itm-1 act oadance Ah Poo , VbPt-_V_- P-10dLA Ev &Lt D.Cortom 1, a oftP,00,Aw oiiffai-GO iwo, ftd*d pt#,.♦ Sri i fiSSUCliaggo WW Ent *aAA6,SONQ IRISERAIS *Ot %ow kl..T; 4.0 "Ag to of it f, An P" F90140 0 "1111400-L" WOW s4l""1000 " tv 034,11orwi tut or- a "At %,ptok uns try a r";mw*4 Orolossio" "IF of Ala t-va-ft •...A - P"-. 0, 0-4 t. P.Ows.4 .04.0 ~ oLwh 4wm" 4104 faaxei I%% 016"'t it" too" OaRmOSIM to uw wono Aw" outil"o, Mo ow vos" mor"ra, zor* ("VHZ Rr.fwafwk tv t "Nuftl4a Expwfse -Pf1*H64417 Ciro Auth 1465 160 SW 12 Avf%.o S+rItf t06. 011*111>il St -cm. '9S4) )- 156b: )'M 9999 cc. HAN ELAI, -0o Mc _'�n' 9 -We IIeLSo Z, f1 C sx� or fj ew IV 0.) xi ro &,VftAi ;Aw, -w C40" %04M t. 'A I yt a' It: uwyS I of AA "'QuhTibEa sMed-M t W�lx_LATI�ft Apt (,-wv VA_11i 100 Id" A C-C +'aalY !is-f- Plk(5' lt 1AIA4 -1- *00 PAKL �tk!Glri rc* %tot 10 111 'Nt j wAw. &T49h&ua_Luw okfISNIA 6ljqqrw4� rntu Ils- bri.. V 1. Y, , sa 1 GLOBAL PROIECTION PRODUCTS, LLC)i IILIECO.aic IIfI ALL AMERICAN SHUTTERS AND GLASS If 4qa GAtVANIZED STEEI STORM PANELS 'HvfiZ & NON-HVHZ) 401r-" A* Slif 7 -XMS *11, 7 T _j N TYPICAL VER 11 MAL MOUN I IELEVA I ION JN F it _;jN,_t :.> I eta IC, -, t r A-$ r"w i S f arrf ,44 _ fA0"Q-W'111f'V 4314 -%QT tf1f AS it %_to , 0 AS ArJ.I&FE% XPAw9PA1_P-47".Ij QV0jAr .� VERTICAL MOUNT ELEVATION (NOTr ,HEQ PAMLSj R.P% A-110% ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: A. IN SPAN SCHEDULE NOTES: �AKfiPV4MN FAWI" srA^ VIC, :4 0 #Ahft&!7t%f* 'Abj Aauts (U. A" . GLASS SEPA"TION NOTES. ",7 of 14 MAXIMUM AtLOWABLE DESIGN PRESSURES. DFSTGN NOTES Wl w"110C M11:4N t �')R u 5 1 *1 T" r N 5 5, S r f" 14.11- Mfto,;Nr to. AQOCA�_"!t wit. 1a0 iASA� 4, GENERAL NOTES: f" CrArme-va I- w.", iiwi,t I Ijtrp. rfitooAso t1i 41"MAILIF 13KIL JOS VM trAo:% I" r%--rw1610.-it of W.M.-mra, "w VVg-,rMrwo'- N.-..cNWl*--4 c� eomom " vr~t I PIM uKMAD t1will"" lf�11'111;1 .ftVA." aftew 0. 4 "S 0, A "A"t S, 1:12001.10 11. � "10 'A4. �Jkz If, 15. 0" Mo 10 Nae.itillAl`aY ,a %K 4 1. OV e OW .1 It -LI t"TARL 41 '1 1. tan NIL =TWK?Q 6A,19 t* -ACT"* -a Jet "I"'t= 3»" witto, -,lo AA11 f� n"w-r- I 4 ME, �. i F C, ... I to 11-M-4% At-_ Atf -ID" Arf C. "10 .KI WA to !M LOK,-Ml . hst rowwmm. NX _11w 4% al. T1 as Aw 61,099& VISIT eCALCA0131W a " a il�MINIMUM ALLOWABLE SPAN SCHEDULE YARFCS) wow r or I ft or W 4- !L_ 51. An, e r r r.. � 11 ",Vx F_-;Tr.. ir Or n, Lw V 2no, Itt- 14 Iy is Ar -�. 4NAL INTERI ; 'FA$TE IrsG k1ETA U., .3; uj uj 20-31543 ,,�-,OPTIONAL EGAE2k PAftfj QgTAlt , ft4liAlk-lit #ASTXPIIW. Lt) > 0 C) 0 CL 5 Q) 0 0 E 0 0 Li - > CID E 0 0_ U) C/) i 01%11 JW 0, s's"", � KiA ,;,UAL v� Pc,, ;D' 711, the 2. FBC, 2300 PX j corop b� Debra Kuhr 76 as fOt L iLW4 Ila I sit, W J I. wr i.- t sic, 19"Int 1�mm 11.14 0 1 SO j Z IVY 01m, �--gtr.w FNWA cow"" r 7&� J Lj It r 4: • t_2ML l_zis ,AY nil = ea 1) oTW NAO-W *r 1AO nocowmr�nA*%? FW-- fis. z At sr 4 Tg 4A is, "am. Mwjr te "V- I. - Ifm. owl • 6 SA t2 w, %: N 12. Z111 I ANCHOR SPACING SHEM&E: Altlfilie peak*" 011,111,1M CI �I CA tj r C 4 - j -1 - I I - CA CI 0 to ef ts CI tj 71A, I i 6, kM , t�,.rtmb a fi t�, -- -:- - a 1, Ti 41 1111- (3.) _1K ZHU& %4o; 11 To g is 11fear 14 V_ LAIC Ica- A- sAr v we wa to I . AN, 1.11, fig- 1) v Ise' is vi- I •I, 476;mii, 0 L4 stir -Of 11 O_ UJI. _141- .11 - -1 , - __u_ 1 -- 1151t ,,,,*At" wr *.?- go - I sl - • _i �,P to I.- It "o Its, AA ♦1L..r So I s AV., ., 0,i. V, it vs, 42 k4V ItIP, 0,61 or ki r $4 a, it r T, wr *A, A a r $1141- 1111- -a Alf Igo` 4w 2.51 to@, 0 r 1. 12r ".a- ILI. 54* #A 0, A4.4 AY Is Inv V It r, 11W 0 v at r I f M: A 0411, % IQAi 416: 3 wE 1 in IdAr lbw Its' :As 2'r A - 4r � I > J-3r. At!_t:_ _O: -1-4q g- ovt: !m: __LLE ILM 11f w AAA* ill, I!# j 4E9 Ko, A, ., 0 ILI r, :'s I'* a 71, A.too- St. w- For- it 1� gp� 4; ILE SSFIVI�� P ISR Rr t. Iry 11 4 T° 12 1-1 or, MIAMI; co $411 ANCHOR NOTES: 41 "Now. wi t 1 I WK" lad C..d apftxs 10 4" FIRMAU'LTS Ctlltn-llr�, ivwA 1% twICAL.0111MINIM it is 1,% "Als SCKOtf SPOR" AM,, 0 SIVIC-f Ct%% ICA0 WAY" It" OCR u(Stfirl""1014cr Qwwlrlxmlyni RR A, 33 il T No, r 1! I*- As NO% .4 LZ v 0- *1F-t-3 to It W Ill PAMA"r Am M:A LOW Ifi C&OUketwh KIM" AAA "OU141IM4 emm" I"Z T 'J's- I $- tar-*�% jLL-L_!, 'R_ MV- 1" 11 1 -!-a f*S` T."A'. 3Nqrlfa &WAS SIM, I ww A ji,nC f1~1 IA -"VCR A- �_Tww 4-UR%" It "is I, 1' 40.0 AAl'i-!l1 A - ,%- la AI A 0 At- w am %r •"Mos (yet.01it 9jt6r*j1 CrAm 7A I I A 4,21% LZ I, &-- * 40, ic Is AV 0.,, 41 4L, 4 Aft'l-A& s1w. w 306?tu= IN 4AXCw1`AI#�r wit. wwotAl'"111544.1 It I; V mc, to 1w it 0-i. v is ti'l I - I t r 0- it C` it, to' 3 r%74AA`6 k*OL -Vol $701oCUM WW:� TO AST" CK 9.026 cz w A I wr It r 1111MA "t I A 14ki. w It, &T- A Wdmu- F%*ftA*1.7 "LL hf 06 MMM III Alooca SCKMtE it 4 i 1 4-4 FWr MIRKA IA11143l • " vd.� 4." -70, M I 54o, I! is -.Orrirfc "i � sz mt- aw F M 14A 17- cr V.1 JA 5,' A r (D tj. Joe to V'11>104.I WIT(D VIEW M 5#0LA. Ell tJWWA0 i0 kO%-JV.31LXft1_E1t7Tt,�0Kf U) am WXC -AA-W _ "ZinW. Is= j�vtyn W to PILT01,000 M AV__&TAft_r 00110 lot sKe CLOSU4LE FnKt$ silou of N00wra ME, r.r Si OR CIRFAIM DMSIV IV: $MEW AtUlt 1%IVr II911aP9 PAPOOVA6 OR fAKV WAO 4N Ass' •wSOMALI OAP00ft1t. � MAN'% V3=�%C 01 OKA11& &A"Aw- 11 WAKW WAIWK Wftt �111 Vr VrWl4j" "CIONIAL14-0 VAI-AA W-0. VAXftAjA. P*V I I MiltisfMiMM AALL Km;;F E4S',%IKF Ell 1VM% qLW1,)DCAt,_1T41I *ALL Fl= 20-31543 MAIL& I <C nxsAarl _j a_ SHEET NO. SH 1.5 FOI ET UP WFATHFR RESISTIVE BARRIER B °•� , i Mitt HL-515 E Iv:_ - -WINDOW UNIT FLASHING REQUIREMENTS #+ (D �., TEMPORARILY SECUR14 k RRIFk .t`. 1ATEA r HER ,, T._ BARRI"'vE ~ ' t BARRIER /r ``-, �r ,, I �_._. SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope P ng pe. shall - .r -� > V J► TAPE - _ EXTERIOR WOOD FRAME CONSTR 1 �`` � I � ,, a. , RFAn ; aF C NT,-. SELF -ADHERED I`Lr1�MINt_ � �. 1 ; ,--- .. . (0.6 cm : 30.5 cm) include flashing as described in Section R703.4, N O +-� � L SHEATHING RY I APPING DOWN �, :aDHESIWE TO BE t rp` .ii i) a-c-)ER OVFR RIM AND IIrf" � I`i MrSliOl rl OF r)OOR ANO SELF-AUHEREU FLASHING Q � (� L -� ..-w., ...•-.. .1t'IISIT � WALL sY s iN ��. iIE 1 URN UI' JAM.L L 1QUIL) ,' NAI�!�!-tANu �HLc.�_+nt. 4'>•L� �+r11 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water � -� - a PRc rc:AUtKiNG CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a mans of '� '� v ,� RESI►ITIVE BARRICR ~' - ,` f -�41 F ADITI-RFII I I1USkifti -' -- BUILDING PAPER F -= > drainingto the exterior water that penetrates the exterior cladding. P 9' """ � � L� � � Sr AT TC75 car JC?:, 5 - .� / , ULC;KIW_; I , - WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for T Type 1 felt Of other ^-� f✓ UNDIi-k s+II�F�'-'4,R (err rr€TAu WPr47I � � - �-- -� -- -..�,;=� approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No. 15 asphalt felt shall be a Iced horizontally, g PP �- � IQ SELF -ADHERED FLASHING ¢ with th e u er la layer la lapped over the lower la layer not less than 2 Inches. Where ' joints occur, felt shall be la not less than 6 inches. Other INSTRt�XTrONS: ,- --� - `� approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions_ The No-15 asphalt CU Ip > O HEAD FLASHING TIE-IN >`_ 1, cut, bk! up & temporarily secure weather F I RIM ` �� felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building PPr P P ng `� r;U Lam. THESE DETAILS ARE GENERIC AND re barrier above header to allow for 4.. ` �.,, appendages in a manner to meet the requirements of the exterior wall envelope as described in Section, R703.1. 4 CU MEANT TO SHOW GENErIAL iLA�`"ING nhing na:�tilr� IrlSt811ation 2. 5 w-aanlama trashing pus tread nasning lender - 1 1 ; �� '` I j " R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based � d AND WATERPROOFING METHODS TO BE USED. weather resist banter 3. Font weather resistive loarrner L+acK over head 2� a 2 _...... _- -tl `.-� _ � ._ � 2 a sheathing, shall include a water -resistive vapor -permeable barrier with a performance at lea-st oquivslent to two layers of Grade D paper. The flashingand seal with . 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. - Scale. NTS SELF -ADHERED FLASHING FLANGED WINDOW wpo SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK -SECTION A ('*� W P02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from ft stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space- space - - EXTERIOR Ii ATtIWG-----"-� -�~-'- ~,; X4-.I" READ OF C;I NWSTR � ` `R; D MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEIiEU IN t:C,�iNEI�S r- ��rE3BERt�t? ADriFSI'dF ASPHALT ADHESIVE PLAST R PL ASTER tt MIL L�RYLork c�tu - MASONRY r tTGK '�, ADHESIVE T OFE APPLIED UNDER -- FLAB NCJA i.II� � ,��, TIIRrsrtC?I I) c� DOOR O RrTlir�I: � t LA J,--ED �N1 4 F t.At€D NlIIJ ?Pig ' LIT JAMB fl`- IJSt LiUUiU NAIL IiHANL+ �" � OR ra IAt ATI trR PRk"ICrr CA1,I xlnlr3L iSCE I TAlt '.• PUI i THROUGH SELF -ADHERED _ FLASHING FsELr-AI�Hf RED rIA IING�6 r 1�., R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be appiied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the wxlN era R ir11f t:HNICdI .- - [FTIERrSNt:trEiW�;At -m ' ~,,.- ' .%%� 4e SCORED '''_ RELEASE PAPER - entry of water Into the wall cavity o' penetration of water to the building structural framing components. WINDO ct31i�PATICILITv • - _ e -E- , �_ '`., Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FR F&STF.. Y i seT F AvrleRca r, TG r -�' _, �:�.a'�� • • �' j--'--~ `ill F Al3Ht-!ir!1 t ^'t.'s.til`.{i, - _ I � � �r~L O f u AC[A Bt IX-. � the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and # ;,EAi AIVT' .,KJ�CVr ' WINDOW BUCK TO I .afF� .:. OUTSIDE A ' -- MASONRY • �-. w U W HRII\I P.%a.3PR G t v ��.Aa i Y �RI�e � �� .,��..={wt. A�. SotrV Ni I contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing AAMA 714. The flashing vwNrsvw Ik •' _ RCiTT0MOF In exterior walls shall comply with shall extend to the surface of the exterior wall finish. Approved flashings L I SEALANT M JOINT W5 SFAI ANT FROM • Y INnOW FIRAIJIF , INSIDE rDG[ OF "t+`�LLK7VV s. : + VWrNJC>OW B1 li K 2 s x y .a` `. ~� f I SECTION -A (SEE DETAIL WP i2h --•, ` I shall be installed at the following locations: ACftUa� i3Lx,K AND EX TEND T U VWNDLIW FRAME MASONRY--------_ � A t IM.1+) PER CODE , � ''r* ' L- %I -I F A01-P I-0 F 1 A24"N4, `� ~,• _..- ._ ' " �' f '/ � % ` • O i h ' 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexiNe flashings s}1(XXF.1)SFAI_AN'I REUCiIREIAENII3 BrAD nRWIrNc NC; ANnMI'wrx)w `� • -- ,"' - � �' ! `' 5 shall comply with AAMA 712. Flashing at exterior window and door openings shall installed in accordance with one or more of the following: g: 1.1 The fenestration manufacturer's installation and flashing instructions, far in t he fenestration FRMF FRAME - 3) SEALANT WINDOW FRAME T `� •�' • NMI ; r•I ANCF r SFL F-ADHERED Ft A.SFI{Nts - � � 4 ., _ � % or applications not address r g ape cod manufacturer's instructions, in accordance With the flashing manufacturees insbuctions. Where flashing instructions or details are WINDOW KICK ALL T HE WAY ` �� L (� A"() NDl INCLUDING SILL. -� N DO NOT FLASH OVER f �1 SEAL TOPScep JOISTS � uNut:li ut:caclNc, l �,- � not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BON°"' wA,L�vc 8� (SEE DETAIL WP07) " 2�; _ f ]) drainage. Openings using pan flashing shah in corporate flashing or protection at the head and sides. _ `` SELF -AD.-__ .,.... _-.�..,..�., ..... ,, -_- ---.-- ........._ _ SELF -ADHERED FLASHING 1 A / P 06 q/ V �J 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1 3 1 :� In accordant-p with other approved eft^ror�is 1.4 In accordance with FMA/AAMA 100, FMA/ AA1AA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. SCS O6_05 CMU INSTALLATION 6 POINT BUCK AND SELF'-AL3Hl_FiEU FLASHINt3 /� ! p 04 SELF -ADHERED FLASHING) EXTERIOR DOOR WITH DECK W p 0 5 j '" 1J FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW V W (� �j INSIDE CORNER f 2,2-At the intersection of chimneys or other masonry construction with frame or stucco walls„ with projecting lips on both sides under stucco copings. Ground 3. 3.Urider and at the ends of masonry, wood or metal copings and silts. 4.4.Continuously above all projecting wood trim. - Si-EATHIIVCs ~ - p 5. 5.Where exterior decks or stairs attach to a floor r AU3 2 202 porches, wall or assembly of wood -frame construction. 6.6.At wall and roof intersections. o 1iVelBr R#SISLiIr1l Blitif 7.7.At built-in gutters. JAMS, L AND HEAD DETAIL f I Slit F-ADi IF RFI? FI A.`;Fllrw � � -� ., - 1 `� VIRTUAL RFV!tW ASSIS' irtual Review A +$+ r' iC. At tTVFOSI1FAT}#NG `--�, APPROVEDHOUSEi�M13AP--� _ -�-� PATH Sheathing -='" -� _~ _ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL tans Rev iew r•� ulE �d a p Uvc�d sT'rtUCTALATH TWIN TRACK 2.5--�,-�_ -�'"` � � stucco w FLASHING AND WATERPROOFING METHODS TO BE USED. fr compliance h the 2U201=B 7th 314- CEMENT PLASTER ---�� ar + . , + dition by Debra nne Klahr PX 00 12 MIL (mini DRYI.OK rxTRrmr - -� APPROVED FLASHING TAPE / {s ,'yam @L °{ 2 • �4 zII { 5 - -- 7/I� Cennent Plaster ''`-, �-'' s� in accordance with 718" Cement Plaster -r SEALANT SOCKrT WITH TOOLED APPROVED SEALANT JOIST � SINGLE , ` wc�oo BEAM + " ' JOIST BELOW ' `1SELF-AUHF_HF_D FLASHNNi, - F�ultuauc�n vv�I • /' ASTMC926 in accordance with SELF ADHERED F�HIN(3 ASTMC926 �_- � I `;,.� • " Felt backed tat lathe in accordance Felt backed metal 3-FAIN '� �~'� :_ •---�--� -- SELF -ADHERED SELF -ADHERED ' FLASHING FLASHING with ASTMC10fi3= lathe in accordance with ASTMC 06 1 3 �- Building Paper -•' f � r Building Paper 7116` q.S.B. ,�`� w sheathing ,.- - 7116"O.S.B. sheathin , : Mehl ' 9 � FEW W FIN INTERFACE WITH :GCS D6 Q2 WINDOW SELF -ADHERED FLASHING P SELF -ADHERED FLASHING OU I S►[E t C3l;tM1lE R O F OUNDATIC)N WEEP SCREED1 WP09 EXTRUDED SHOULDERDECK .JOIST Y Y V! V Y 1 V Flashing ■ . -- ---- Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL� f' ;] - E _r---tiIR1PiIFSAT- LEGEND �-- Installed As Per -.,�x Marttufact. Specs. 6 `` --� Maintain � a or similar � �J � PRODUCTS DETAILS TILE FINISH -- ' --_ 1 ' `� ,;� SELF ADHERED FLASHING+ (SAE) . *�-C> /' i^ DRAINA•-I_ PLANL WHO DRAT if P) ANT (DP) WFATI II=R RFSiSTANT 4 MAR.R 8 rw RR) -- - _ 4 Botto'n of cauk cauk my W+�� Scl"@E►d `'-. � joint only 1 1 /2' to 2 •� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1/2" DUROCK > Q - _ ROND RRFAK WNFATI IFR RF',t ;TANT RARRiFR - _..- < }f- BOND BREAKWRO srLr rURRINGf5riIATII �'.%�ie ; - �' I -Y I SHE THWG, 08&� RY ,r I A T'I sFI A, r11Nc c+ , PLYWOOD. t cNs�LAs I Above Roof �--_, s -� �� r� Sheathing Installed As Per ,__i _ Manufact. Spc�- no Detail Instructiats Refer to the number marked f#S # In each detail that corresponds to the numbered items in the fist of instructions below: „ 1-4 PER PLAN 1'-0" PER PLAN `v fi -- - � I 4vRna r }NRA iNvtu `+ f` TI IF VFRTIC:AI rr ` StIRFAC:F TO TOP OF � F L"+N(Al AS AN AIR 1/2" Cementitious Cement Plaster In accorcianc8 Decorative Finish ��` ' O � t 6AHRIEH ASTMC926 1. Install self -adhered flashing in order as shown by numbers SLOPE { I \ 3-tr?- INCH FLANGL I with • • ,o . . o• All inside and over wood 2nd . • outside • I■■ �- 2. Install flashing and weather resistive barrier to farm water shedding 8" CMU - - _; `' y �_ \... ,.__ � •. . • comer will floor . need to f e miter laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper usingthe ripcord (Split release on demand, 4" OR 8" CMU _' `.9 (PER SEAT DEPTH)-- _ ' • -- FILL WITH GROUT - --- z Z g ,.. _ _. i - I , '� ��V �T-'` � ��---sTRI�_rLIRa. rcz�ulNG I! - ';' - 1 �Iu;tlJital s�IFhNc: �••°• • • . ant and caulked all •` •�. .o•.'. trill jots need to ` .••, ••. • becaulked Using Stamper or sim. 0 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts -- ' - • a - .-' UJ IJJ d n_ _ TFlls RSA RESULT OF ~" PLASTER `,T('JF' ~! NATURAL SHRINKAGE _ `uTFtIL'UT sAF `� ' DO NOT SEAL -` caulk for 81l 5. Remove all release paper per standard installation instructions and • " " adhere to substrate using a square piece of flashing material (6 x 6 Minimum) -_ _ SLOPED MUD BED- -- o r- cn LLJ c, W LJJ _ --�--.�--.- CONTINUOUS BAG'KER - - ES � �--DRAN+i" PI ANF VAIR ROD Si -Al AN �--Dial S � oPLAST IS � ~,. RI�NrI RRFAK wR r 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to - -"- ' Ir wCr ( �_ i _r-- I ATI I �� _ -� �=' � -- CU M fit tight to corner VINYL 'SHOWER PAN j • - • $ o � l `� I r Note. S. Mecttanic�ly fasten as necessary F---# E ` _3 • . = =� ___ .' %CU - - - - --- �r it `•� "� The building paper and metal lath must be Cement installed over the top of the weep Screed. ' 01, A'S" I ER J I+3P o Plaster------------- Z d 5 SEALAr 1 r �` 4:EWIENTITFc)lYti FtNt.SH over block 1 St floor Z a v `' J r NO. - SHEET SHOWER SEAT WP 1 SUFFITtCANTlLEVER WP10 _ WEEP SCREED DETAIL --_-- - -- - WP1 SCALE: NOT TO SCALE so 52-7g fi- uor� (o�12s Ten Acre C�