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Home My WebLink About6489 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS (� ABV - ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE \ AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET v ` M AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 = ,� f' i, AT -ALUMINUM THRESHOLD OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 P.4 ROOF PLAN 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN c AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME °00 A5 EXTERIOR ELEVATIONS a, BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS � �' ° ° �,� BM -BEAM OPT - OPTIONAL A6 1ST FLOOR ELECTRICAL PLAN ° BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN p ¢ 2. WATER - FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES € _ ?g; z PUBLIC FACILITIES LAV 0.5 G.P.M. E BRG - BEARING PTD -PAINTED BRD -BOARD PNT PAINT FINISH SN1 STRUCTURAL NOTES PRIVATE FACILITIES LAV 2.2 G.P.M. 4 ucl BTM -BOTTOM PED -PEDESTAL O S3M FOUNDATION DETAILS _ SHOWER HEADS 2.5 G.P.M. �t ,'.' BUC -BUILT UP COLUMN PERF -PERFORATED S4 FRAME WALL DETAILS -� - - e p S5 ROOF FRAMING DETAILS ' i x CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES L! CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS CLG - CEILING PKT - POC'<ET SS RETRO FIT DETAILS o t V w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF -POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS + ¢ 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 1� Q CONC -CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N G% > o N o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE [] PORCHES AND BALCONIES 0 L �o o q PA1.3 PRODUCT APPROVAL CONT - CONTINUOUS OR CONTINUES REINF REINFORCING CHAP. 3 C) M PA1.4 PRODUCT APPROVAL i�Ln CO. CTR -CENTER REQD - REQUIRED '� PA1.5 PRODUCT APPROVAL CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 N -0-0- DP M - DEEP OR DEPTH RO - ROUGH OPENING DTL - DETAIL RS -ROUGH SAWN SH 1.0 HURRICANE SHUTTERS u o 2 0 SH 1.1 HURRICANE SHUTTERS rt� Q GUARDRAILS - CHAP. 3 .� U 9 Q DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS _� DIM - DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS ,N V w QN DISCON - DISCONNECT SCRN -SCREEN SH 1.4 HURRICANE SHUTTERS L 00 E CO DW - DISHWASHER SIM - SIMILAR SH 1.5 HURRICANE SHUTTERS a a DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE - DBL -DOUBLE S/R -SHELF &ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q 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 o w W o FTG -FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W F- < o � c z � FIR DR -FRENCH DOOR VAC -VACUUM LLJ U LU �°2�¢o¢�¢Ct�oo_o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U o J Z u 3 g Z 2 ° o z ¢ ¢ (u)��0z0=00MzZ GA -GAUGE VERT -VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) W W CLW 7 W W W F5� � ¢ GB -GRAB BAR VIF -VERIFY IN FIELD C� JQa>zYe0 zz_OW0oCL GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: O0 Z ¢ o w W ~ I Y o 2 ¢ ¢ GLS -GLASS V - VOLT o a o< Q W GWB - GYPSUM WALL BOARD WC - WATER CLOSET GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD -HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD 00 HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. �- N HC - HANDICAP WDW - WINDOW FURRING\ 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: LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING (/) � LGT - LIGHT LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING �_ (!� CO 0 MAX - MAXIMUM A.5. DOOR OPENINGS: : M 0 MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q (n LO MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED U_ � MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q co Q � MC - MEDICINE CABINET FRAME �- l� 0- MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER W a 2 T- OF DOOR Q >- Q 0 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z 0 SURFACE TO FINISH SURFACE Z SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER WB. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J 0 = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. - STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 1 INT ELEV NUMBER C.l. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES Iql- FOOTING CALL OUT STEP DOWN ARROW SHOWS SCHEDULE C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR 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 Virtual R vie qAs Assist, Ipnc. A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE Plans Review c mpl ted ad ved PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT pp SOOT - SEE SCHEDULE ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED r compliance wi th 2[12 t xt Edi 'o All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE by Debra Anne Klah M 300 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 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE r ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW IO MULTI VIEW INTERIOR SECTION N N N N N N ELEVATION MARKER MARKER O O CDO O O LO N N N N N N t� N N O C)O o \ N N CD CDa- CD CD C)i Z 1 O N� W 0 0 0 0 0 0 'It � N M 4 6 6 i LO Z00w/ ¢} Z � W +C) oz Z WOo L E N red -0 ~ o � o Z af�a LENNAR TAMPA DIVISION N ODO T SUITE 2 Z= 4600 W CYPRESS S SU 00 W N � Q�� NOTICE TO BUILDER & ALL SUBCONTRACTORS 0O zoo TAMPA, FL 33607 o z 0-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 U J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S Uj CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION Uj o ti FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > May 9, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z -a DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET _� iT I i 7 I I � - - - -- - - - - i - -- - IT.- � �, is "I '- �TJF- �- i�,i�� a��,.iiLG.� �::�ir J 30'-0" OVERALL 10'-11 1/2" 6'-0" 13'-0 1/2" 4'4' 4'-0" 4'-3" T-5" T-6" 3'-10" 6 3'-0" 4'-0" A _ � 12 B C STJVHa B8' E4H P Q Q Q 11 CI6 9a � n jl� I u I 13 6 9 '-8 1/2" C _t REF I W W o I I cn 1 lob 13 16'-2" 1 13'-10" C.J. I _ C.J. o I 1 B B 5 O 00 900 9'-5 1 /8" ELEC/PLUMB o GG `t S3 /�_ i CONTROL JOINT — — — — — — — — — — — — — — — — — 7'-3 3/8" FOOTING 13 (4) STUD I o f -� COLUMN W/ (S) v �� HTT4 AT BASE i C z to - D 10 �� o U I z 1 2'-4 7/8" 7 7'-3 3/8" LAV Q ELEC M Iz 4 I ^GG K °' 00 1 O °O V-9 1/2"_ S 3 co 0 `r LL WH Q p N =-- -- -- - --- ----10 ---1--- --- i 13 1 r 8 I CC I S3 11 I I Q ELEV NkS3fV 13 D _U o U�- �b Iz I I FL p '� I N~ 1J - 0 Q I 1 I M z -4 7/8" z I WC 0 1I l r I I o B 10 I I F_ a — TCONTROL JOINT�— ------— —I D oM = I I 0 v 0 N S EE DETAIL D/S3 � N I FOR FRAME WALL 1 TO CMU _ 4'-1 7/8" co CONNECTIONS LB FOOTING I I L? M 13 �_ 1 t M 1 '-4�16'-0�2'-80�2'-81 20'-0" 30'-0" OVERALL 0 co v M (V N N C? N 00 N 00 CV lc!z 0 M 4'-1" 11" T-0" L C Ir o ELEV (-) 3 1/2" 5/8" i- LL T-8 3/8" 1'4" L) F- 60 5'-8" 4'-4" a � FOUNDATION PLAN (ELEVATION B' 1 /4" = 1'-0" J J O < (0W 0 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: / BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R = FILLED CELL W/(1) #5 VERTICAL N ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) ,n (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS c. o Lo m= WINDOW OPENING ABOVE s ,: , PLUMBING NOTES: Z W FBC 7TH EDITION (2020) PLUMBING SECTION 604�; _ 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS W 2. WATER -FLOW RATE. 0 z PUBLIC FACILITIES LAV 0.5 G.P.M. Q PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. N NLN E VTR LOCATIONS ARE APPROXIMATE AND MAY ti. L 0 q ° CHANGE DUE TO JOBSITE CONDITIONS. � � 6 5 } LICENSED PLUMBER TO VERIFY AND HAS THE N V -0-0- r m AUTHORITY TO CHANGE AS NEEDED. [ 4) E O c o ti o •_ v 4 U ,o Q Q N KEYNOTE LEGEND i o °' 0 ° a a KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 2D NOT USED 3D 1-1/2" DP X 13" WIDE RECESS can 4� ICE MAKER LINE SINK - KITCHEN 6� REF 7� WASHER U ,W/H LIJW wWW Wo of°Qa¢9_jo=LL0o° -jo 9� UNDER SLAB ELECTRICAL CONDUIT Q Q U o a o o o m° Z U 10 LAVATORY U' -,(D 1121 °wo 00 <U�zzod OL2Y°QQ Q ¢WATER CLOSET a °o°<Xa 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O C FOOTING LEGEND Z N OW I -- TAG TYPE SIZE REINFORCING ; ~O O THICKEN EDGE 8" x 8" DP (1) #5 CONT. M O G MONO FTG 20" x 20" DP (3) #5s CONT. J j C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY (D V- C MONO FTG I 16" x 12" DP (2) #5s CONT. < Uj < M Z00 U W W J O O mi 14, Virtual Revil w A sikt In fans Review com fete I I for ompliance with tl o 2020 an F I apf IC 71 h E by Debra Annf Kla r I 230 I , I on O N o N N 0 N N 0 N - N 0 N N N 0 N T M N 0 N O 0 O a N N I O o o 0 o I ' 0 O N L WLO o 0 0 0 0 o 11. 5 N M d CO i zZ~ W z � O --+ W ? co z 000 O U UVU) O Z)zj Oa W;:,- Q Z airy �- �w< rl N mr-W N Zoo . WCL �� Q O zwo (� W W z Q az U, z F � OU O o- o: z z J O 0 T_ LAST PLOT DATE z O I MONOLITIGH '- FOUNDATION PLAN B -- .a . 30'-0" OVERALL 7'-0" 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" 00 Cl) LO SH 25 - HB o co HD AT 6'-8' r- (4) 16" 00 DP SH - 1O ANTRY °O M REF IT N 7 5/8" 2'-4 1 /8" '-1 3/8" L "T 6'-6" & 17'-9 1 /4" 7 5/8" 016181 hs KITCHEN 00 8'-8" CLG FLR FIN LO ao LINE 7 5/8" 8'-11 1/8 io 1'-11" _ 4. GREAT ROOM ---- 13'-9" X 17'-10" 8'-8" CLG l 2x6 KNEE -- WALL TOP r? ii @ 34 j' o Lu 0 u ii Ot 00 I I O Z= °� O li V C& SINK W/ F_ rl- C)C b DISPOSER N J (2) 2X6 II ;I Q/S4 HEADER 00 FLR FIN LO LINE 9? 7 5/8"' 6-9 1/2" 10 12'-2 7/8" °0 6-3 7/8" T-4 1/2" 7 5/8" w I— °O >_ z NO o > 00 (4) STUD COLUMN Q tL 0 w N w ¢ ❑ _ z X BEARING CD m Q C° WALL (TYP) 11 -D I NX 6 6" ING 0° co 8'-8" CLG o Of Cozo UTILITY RM - > N 8'-8" CLG ~ iv ; ° p J (2) 2X6 N AVOVANYM Q/S4 SHINSULATEDHEADER 4„WALL �6 w4 20 MIN FIRE M � �� A3RATED DOOR W/ WEATHER STRIP Nr 1 TP G PROTECTIVE BEARING S3 BOLLARD INSULATED WALL (TYP) BEARING WALL 10 CC 0o 9 TWO CAR GARAGE s3 $ N 8'-8" CLG 36' H 7 LOW 6 WALL 0 5 `� FL FIN 4 LINE LINE OF GARAGE oo I I 3 1IN OPEN — — — — — — — — — _ _ _ A [DID (POSITION 36" H FOYER U j CONT 5'-11" X 3'-7" I HA RAIL 8'-8" CLG SEE DETAIL D/S3 FOR 112 FRAME WALL TO CMU ° H AT 6' 8" H,g CONNECTIONSV "' ENT TE PER D 00 CD 8 8 L CD co 3 1/2" 2 16070 A3 g 3_8, 00 — — -5!-8 m 00 — -- ----------J LINE OF H Q 1'-4" FLOOR ABV 16'-0" 2'-8" T-8 3/8" 1'-4" T-0" 1'-4" 11 TIE BM AT 8'-8" 20'-0" 7 5/8" 10'-0" 30'-0" OVERALL FIRST FLOOR PLAN (ELEVATION B 1 /4" = 1'-0" -I - - , -T----T-- -,--- - -- - - - --1 r _ -I- ____ - 11-1- - -- -- 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 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 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 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N rn Lo F. LO G r10 ^ i ' P Q .. 2 "r. O w z N NLN E L'0q v „ o ❑ M w ai �M� 5 D Om u a -Q 70— w ch A� — t W 0, O C v Q -i U6- }< �V) f' L.L. 0- v L. cO E✓ 2 00 70 ° CL a C) W W C7 UI ❑ Uj Uj w p F �Q o _j Q:¢~z �O=2�¢p¢�<0 VOLOL O Q aco= o�oEoom°zaQ Z Z U u�wo_wv� ww��¢�� w r— w O 0 Z ¢ILL �< Lu IwpEL �UO¢ 00Q o O= oQzX¢ ¢w r O O Z W O� U) ti O 0 M O Q CO � 2U)�ti z < W < U� F— f1 Z U W W J O O NJ % ?02 Virtual Re iew Ajsi;t,1h c.1 Plans Review co nplete8 and pproved r compliance witt the 202 FB 7thEdition-.,, by Debra Ai ne 0 lahr 1 PX2 I 110 1 O N N N N N N Cl) N o ti 0 N 0 N 0 O 0 N 0 C) C' N o C)00 O N N 1 ' z O NLo W o 0 0 0 0 0 1 Li > N CO IT to 0 1 vJ z� Qz w C)-a--+ 'I""� W z ❑ z z Q U woo U z ❑j O _� o�❑ Q Z aWa F— WWQ rl ��w N 2 N Z6O oa:FQ LU J�- O QWW OLn U a"� zQ z �z Q F� U _3 O 0 CL F- z < z z W 0 0 T_ LAST PLOT DATE z �~ 0 J 1ST FLOOR PLAN B J J O < W > O I ih T 30'-0" ✓ERALL 16'-7 1/2" 10'-6 1/2" SH 25 SH 25 HD AT 7'-3" HD AT T-3" EGRESS R & S H SHLV d, N r _ I _ 0?WIC '-0" CLG `l o> v 4' 15'-0 1/2" N L 5'-3 1/2" 6" T-2" 15'-4" 2668 OWNERS BATH 8'-0" CLG N TB 00 co OWNERS SUITE N _ 15'-4" X 14'-0" 0o N 8'-0" CLG DTP -- R&S SHW HD & 00 00 VALVE N 60" x 36" _ - SHOWER PAN - AH BEDROOM #5 M 10'-0" X 10'-1" M 8'-0" CLGLo RETURN AIR BELOW �s S2 LOFT ¢ 13'-4" X 10'-8" W 8'-0" CLG 4' 5'-1 1/2" 5'-2 1/2" �s� 3' 1811 1 /2" 10 10 't 13'-4 1/2" N — (2) 2068 BF T-5" T-1 5/8" T-1 3/4" R & S ----- R&s L— J -j T _T_ (2) 2068 BF `V 2668 22"X36" ATTIC a MC , �15 ACCESS J P N 15 ti BATH #2 14 LO 8'-0" CLG 13 BEDROOM #4 2668 TB 2668 12 10'-1" X 1U-7" 8'-0" CLG 11_ M� N� U) W ❑W 4" 10'-4" 1'-4 1 /2" BEDROOM #2 11'-5" X 10'-8" 8'-0" CLG %0ca0 0 O (2) 2X6 HEADER c� SEE M/S6 - TYP. 2ND FLOOR WINDOWS----,\ SH 25 SH 25 H D AT 7'-3" H D AT 7'-3" EGRESS 7'-2" 4.0 7'-2" 14'-4" 2668 0 ao - � CV N � -3 1/2" M Co 06 0? N R & S 5'-8" 30'-0" OVERALL SECOND FLOOR PLAN ELEVATION B 1 /411 = 1'-011 BEDROOM #3 11'-4" X 9'-8" 8'-0" CLG 11'-7 7/8" SH 25 D AT T-3" EGRESS TOP T 18'-0 2'-10" N U)Q -4" DN LC8 3/8" T-36/4" 2'-9 1/2" J, T-2 1/2" �r 10'-0" LO N 00 SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 6o GARAGE 401 TOTAL SQ FT 2642 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 7ih 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 GARAGE DR 30.0 -33.9 30.0 -33.9 LOFT ENGINEER TRUSSES WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO 77771 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) 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 GHALL 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. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. \ I_ \ SEE SHEET ST \ \ FOR STAIR DETAILS 1/2" DRYWALL---' \ \ PWDR \ BATH ENCLOSED ACCESSIBLE \ SPACE UNDER STAIRS 3 SHALL HAVE WALLS, UNDER A3 STAIRS SURFACE AND ANY --- SOFFIT PROTECTED ON I ' THE ENCLOSED SIDE WITH I 1/2" GYPSUM BOARD. FBCR I 302.7 t`-- —.0e (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS ° a d e - - ° ° ° . .. . .. ° e d. \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ < ° a °' < i\ STAIR SECTION 1 /211 = 1'-011 q SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" 1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM /---2x MATERIAL (3) 2x12 STRINGER----" STAIR DETAIL NTS 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. — M N O N \ rn LO p� o �a w LO t<n ' O ;" W 11 G M u7 N E nV) 1V N 0 _W N U ❑ 0— u n W ` D L M 2 .�� o p LL 0 O 9 Q V_� S ULU o Q 11. N � ` W i QO E� CL ❑ u c W Q H W� W J W 2� o I]_ f, W<CLU _X_Wp�X�U-V02-0 4 Q Q U �oo¢ZU-LL— �oo�¢Q A3 l-- oWWW0zoWO°�mzz� d !nW W � W¢ J tJ CL U) O Z -~< WW OZwW��O❑CL 0LL a ❑ o ❑ ¢�¢ I O I N I z 0W I ~ U ti >Cj)(0o Q�jM� LU LO LL z 00 z v �<- W z W J O M1 d' 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND () 1/4" X 2-1/4" TITENS INTOO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ ALL W 0 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. V "V A � 2 21123 Virtual vie Assist, Inc. , Plans Review ompleiec apd ap )r compliance wi lh the 20 0 lF1 C l7t Ed t by Debra nne Kla r P 230 C) I I I IUD 0 0 0 0 N 0 M 0 O N O N O C)� O O r r O N O N O i i Z O N� W o 0 0 0 0 0 l > N M L6 CO i VJ z� ¢ Z W C)4--+ -IE-� W z � U Woo v0U) O Z)zj O�❑ Q Z aWa � F_ W3:a �--1 CO F_ W [V F_� O N �O-r ■ ■ W � aF-Z) Q 0 gWo • • z °z U)Z M2 OU p m Z z z Z w W J O 0 LAST PLOT DATE Z 4-1 —6— J 2ND FLOOR PLAN B ,-I--- � - - - -- - - - - - -- � � -:❑ � i �..,r� iu � ..,��i�s .i��,�,,r.,i r:�,��s:r�i�;u,..e�i��nn�i.ys .. �...,ti, l.d.�a.i�. i i �� 1 y1d 0 2 �O a:IL ROOF PLAN (ELEVATION B 1 /4" = 1 '-0" GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALC: 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. 1300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ, IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 1 M N O N 0) ZZZ LO ono 0- � r 4 H� , 0 w of 0 z LO N E �'� o _W L c N d Ln M >_ L p O O O� 9 Q •nUnl` i �� W QN V CD V ^ CL Uj N / �► ❑LLI Uj WOH W f. W J W 0 I- � J � Z � Q Z O O L.L „l Q U _ < a x- Z W� Q Z 2 J 0 O Q H I— F: CcnW0<WoZOR00M'2z J)WILW7W W Wtn�F_zLL�Q J O Z QOWO�~❑z�Y❑QQ_Wz❑Q ~ Z 0¢ 0 =O ❑<Q= O Z CN O� L P, Q � cM 0 <WcM� WLL � M 00 zV� W W J O O d' V' G Virtual view As isit. nt. Plans Review mp e6 and ap o or compliance wi h th 20 0 F C 7th Edi i by Debra nne Klal r PX I I 300 I 0 N N N N N N LO O N O N O N O N O N O N O O N O O 00 O O r N N !!� Z 0 N (� LU o 0 0 0 0 0 ; LO > � N M 46 61 00 U) z z W O A .J #� W z ICY) O V 000 ()0 OWE LO I— 0 �10 WH T—I co ft W N I- 2 N �' O zo= �- a�� 0 < 0 zWw O Z U aZ" U)z � Z F_� 0U O� z Q Z W J LU OO LAST PLOT DATE z - 0 J ROOF PLAN B 0 It 0 to O O r 0 M 01 30'-0" T-5 1 /4" 22'-6 3/4" R= 6219 FT2GE WM C== i L,'F II II II ,J � A II II r 1 Q rn G) It to r II XXX r � II 19.2 O.C. r r— AHU 2 S4 R= 6736 COLUMN I it I I 1 I I I KXX 6-9 1/4' r-------En I II o O Q `w »S4 {} ; 2.? .rt..- Kti= 1r it it it 1 r it 1r 1 FT7A it FT7 6-0" 2'-4" 1, 6-0" 4'-0" 14'4' T 6-8" 30'-0" 6-8" I 4'-4" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' 1 /411 = 1'-0„ O v o M O O r 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 30'-0" O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE 0 22"X36" ATTIC ACCESS STAIRS AREA 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 y� w C_ C_ � 1 ENGINEERING PACK FOR DETAILS jU U U ---- r— U I[::: " U ::]I U U U CJ1 E. 7 CJ1 o CJ3 CJ3 0 n ti CJ5 CJ5 U= 1020 NJ A7G 1 11 U= 1020 #0501-U A6 A4 o i A3 b 9 N 71\1 N 2 D o A2 p r O A3 � A4 Nz A5 # �SSI-1J A8G �L U= 1195 Z CJ5A CJ3A ti o EJ7 CJ1A 0 W D D 00 B3GE CD 5-8" 10'-0" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /411 = 1'-0„ NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 1 12 HEEL= 401 _ _t2 —-VAR1ES; — PLUMB — — — CUT — — 2X4 12" (0 TRUSS HELD BACK 3/4" PLYWOOD r— 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"lA.F.F. 1 LABELED END MARK HANGER CHART - A L = HUS 26 (SIMPSON) d d = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' to 60Span 30' Span or less ' Spreader Bar 60 degrees or less I 112 _ I I 2/3 to 112 •, Ta line f• span approx. Ta line span approx. F77-k(FER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED, 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1,25 % WIND SPD/TYPE = 140 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 SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. 1 LOAD DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 REV FLR RE'S HMT 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6, N.W. WINTER HAVEN FLORIDA 33680 PHONE: ( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216 CCA PROJ/MODEL/ALT 7A2/ 2216B ALT DESC: OTC LOT BLOCK DESIGNER PAGE RFS DATE 1 8/23/16 LAN# SCALE N329232R 1 4 11=1" o?0 11/18/02 9:52 AM CCA48.dwg co N O N rn ,z22 " R LO � m 3� `n co co I o f Q Z W tia O CI .�°' - m 0 z Q ^0 W LO N E 0 , W L 0 M 0 N M N � Dm - 2 Y/ o v o Oo 0 �0. O LLo Q � •nNr W C _N W L 0 E� a W W V Lj W O I— IW—~ W �Q~Z ILLkj Q H ¢�X_jzU-j °w�woZo Ug:_ - O z CL a~¢O W_¢0�wtZLL 0 W Offa. UQ ¢ vJ L_ O W H � w O ry 0 C) z Wa O < O O z W O� U) F- 0 p cM Q � M � LL U) � M QUa00 z W W O J O J JUL 2 12023 Virtua Re ieiv s5i t. l Plans Revievf c0r1pieled a n id a . proi,e for compliance Nith the 020 FBC 7th Edi ' by Debri Anheiglahi Px3 0 CD O O N O M O LO N O N N_ O N N N N N 0 i ' z O N LO W o O o C)O o 1 Li > N M 4 Ui (O i CO Z zz Q CDO W Q V WO VUF —0 F- z)z> O ono' Q z a�a I— W < = mr-W (V M (V � zo m: aF-0 L� O ZWO O Z lr dzILL �z r U _j O MMO W Z A4.1 � z W _j LU o o LAST PLOT DATE • May 9, 2023 Z O i 2ND FLOOR ROOF — FRAMING PLAN B ____7__- _ I I—]— CASING BEAD W/ WEEPS OVER FLASHING 1'-0"- 7/8" STUCCO O.H. OVER FRAME DRIP "V" SCREED— 8 A5 — PAINTED RAISED STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL GARAGE DOOR — ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL r-IROOF O/H DETAIL 7a = * EGRESS NOTE: 4" 6" CV N "t L d 2 1/2" 1 1/2" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF O/H DETAIL v 1 '4/7 = 1'_ ' 10" 4 2" 8" CV 26 CV 2 LB EPS FOAM SMOOTH FINISH BRACKET DETAIL 11&1 = 1 171 WI 2'-4" 40 SCORED LINES JAM SMOOTH FINISH 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) 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) 6" SMOOTH FINISH STUCCO TRIM 8 O/H DETAIL j WINDOWIf 1DETAIL 1111 TUCCO If 1,DETAIL 12 GARAGE STUCCO DETAIL 34- - 3/4-1-0 4-1-0 3/41111-1- 4' OFF 7 RIDGE VENT A5 SHINGLE ROOF 12 6 SHINGLE ROOF 5 1211 12 A5 6 5 A5 5 12 5 I I I II II II II II II II II II I I II I n us Aso on IWOMEN son MENNEN oil IONO, SCREIED —I r-1 WEEP MINIM ■ ■ ■ ■ u ��■��NE M■■■■■■■ e Rimini, N FRONT ELEVATION B 3/1 611 = 1'-0" 4' OFF RIDGE VENT A5 _ ELEV AT 18'-0" SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND 7/8" STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING MID -WALL WEEP SCREED PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF SHINGLE ROOF 6 7A5 ' 12 12 __1111eT I 1 10 ; H 1:� 1 11 1 1 11 T '' '' 5 5 11 FIrIF #1 11 NI I III 111 11 _ ELEV AT 1$'-0" Aw SECOND FLOOR CEILING z0 = 7/8" STUCCO j� N -J L OVER FRAME C.J. SS C.JI 14'-0" ELEV AT 10'-0" �` - J--- — - SECOND FLOOR FF MID -WALL WEEP CASING BEAD ELEV AT 8'-8" SCREED W/ WEEPS FIRST FLOOR CEILING OVER 00 0 FLASHING °Q 00 °O 5/8" STUCCO OVER CMU L_LL _ _ _ _ _ ELEV AT 0'-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" i _ ELEV AT 18'-0" SECOND FLOOR FRAMING = I I I w 7/8" STUCCO - J M OVER FRAME N J I I I I I I 6'-4" 10'-0" 10'-8" 10'-01, 6'-4" 3'-0" SECOND FLOOR FF DRIP "V MID -WALL SCREED ELEV AT 8'-8" WEEP FIRST FLOOR CEILING SCREED%�_5/8" STUCCO OVER CMU _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT U-0" FIRST FLOOR FF RIGHT ELEVATION B 3/16" = 1'-0" 4' OFF RIDGE VENT 12 5 SHINGLE ROOF `12 5 I I I I I Z�I I `? 7/8" STUCCO 5 12 OVER FRAME N ca C.J1 C.J.1 v C.J. I C.J. C.J.I 3'-4" 8,-8„ 8,-8„ 8'-8" 8'-8„ 3'-4" MID -WALL 5/8" STUCCO WEEP OVER CMU SCREED CASING BEAD W/ WEEPS OVER C9 FLASHING o LEFT ELEVATION B _ ELEV AT 18'-0" Agk SECOND FLOOR CEILING 12 _ ELEV AT 1 U-0" 4 SECOND FLOOR FF —� ELEV AT 8'-8" ?� FIRST FLOOR CEILING ELEV AT 0'-0" FIRST FLOOR FF FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. U 3/16" = 1'-0" i r.a. nll liG �(I �r� Z 11 -I .L P M N N LO N% CD t `n IV- 3,let ,3 7 5L� =� z uj �t F r O 0 0 z Q V) N LO L 10 N W ' c� � N M c � 0o 0 rn O u- o C Q .Ns w� Qry c n1 W i 0 E� Lm coo a -0 Lu W U LLj pj W 0 1- F-Q � xa~z� Z tY Q Q I— I_ QCyXJ��ocoLL00 D O Z,LLL_z20�Z¢Q Jo O Z U)Lu W w0WW��Z _j 0 Zwz��oIL J IL 0W ��P �YZQQ o� o D 0¢ � Q W¢ 0 �aW 0 Z LLJ O� U) n ti Q�(MO < u) M r- LL Ln II--f10-M 0- 00 U Z F- W W J O M O JU . 2 12023 Virtu Re iew Assist,Inc. I Plans Revie co pie led and a pro e for compliance with the 0?0 F$C 7th iti n by Deb a Anne' K aAr Phi 00 0 �— LO o 04 � N N_ 0 N N CDr 0 0 Iq O o O � a � Q C) o CD N 0 N 0; ' z i o C M� ♦♦ VJ Z~ zz W ¢w O W 0 ^ _ WOO U U cn LO i1 -0 O �Z5; 0�0 Q Z aWa k I— ofWQ mr-w N �_� N ZOOM . .LO W Q 0zwo <F-Z) () w w Z Q az L0z F� o�J a- MMO W z A5 z Z w W J o 0 r LAST PLOT DATE • May 9, 2023 z O EXTERIOR ELEVATIONS B ELEC METER PANTRY 'GFI GFI' v �\ / o GFI ,4 4 GFI AT i 30" A. F. F. _ TV GFI 7D_W -HDMI 61:4 LIVING ROOM GFIGFI30"4'-3" I GFI KITCHEN 6'-0" FI A ¢ `° LL G F o fD A F DINING UTILITY ROOM F ° o ° GFI PW_D_R\_ WH \ F_BATH ELEC \ 2'-11" PANEL 157 Z) �`J TWO CAR GARAGE 1 I 48 GFI o iv SS TO 2ND GFI LR ELE GFI 110V CLG MNT. i — — — OUTLET AV I N 3 � o - 4 _9 c_1 ! 4' 2'-6„ Ji GFI ENTRY WP--- _ _ F_ L——— — — — — —— — —J FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /411 = 1 1_011 - - -- ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A. FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' 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 & S;ZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN V. 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to rooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° DOORJAMB DUPLEX OUTLET TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k—SMOKE r2 IV DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)=r 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ' TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 0 STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" -ei—:' 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL F CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" rS-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 FF24:R 24" VANITY LIGHTING F;—= 36 ;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING 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 E3 CHIMES (DELETE W/ INTERCOM) ME93- MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER OT THERMOSTAT EM 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. 0 O u7 F -0 W L q U cy) N d � +- } V } L � O g O U_ 8 Q �!! . W V) W L oc)o Ew 0 � 0 ��CL W Wj U W O I— H� 0 xg~z� ¢ z 0Z2JO0�Q0 < Q Q V ?CYXQZ�0 0 0v��ixozowoomz (n W W A W W0� Z EL ~OZ ¢W¢ZWWU¢ H- ❑OQ Q LL O W V2 O =i5Yz Q LL O¢I, O Z W OI_ �(�O ��MOIO QWQLq Z U W W J O M O 1 2023 Virtual Review fissis , Plans Reviev co pliet d' ial p ve for compliance ith the 20 B t o 111 by Debr An a Kt hr 112Z O I I N N N � N N N M N o 0 0 0 0 0 CDN O 00 CDo O 0 N 0 ' Z O N U-) 'W w o CD 0 00 > N C'M 4 to (O I M� W VJ Z~ z Z C) W z� zz O ()00 U ^ O ow'>_ Q Z a�a �— �WQ rl m[tw ('V �O N zo= W W Q�� ■ Ln Q p zwo 0 CU w azLL Z M r � Z ?� pL) _o W z z z z w W J O04 0 LAST PLOT DATE O z O 1ST FLOOR ELECTRICAL PLAN B - -: �,_ -,r�T.:-, -rr r e,:r:.: i __T_ i [III r _i nnr t -- ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (ELEVATION A&B' 1 /411 = 1'-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH—° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z IL —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 Cr 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: OPALEX - C ALTERNATE TUB/SHOWERND CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE C USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER 1 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 —^ SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 5724:P 24" VANITY LIGHTING F_— 36 ;;;;3 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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May 9, 2023 4_j Z O 2ND FLOOR J ELECTRICAL PLAN A&B NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE 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, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308,4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT 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. 1,11.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.16. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2, NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENTARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 $" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". 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. i M N O N O m, O O u7 W ��. W Z Q i W U M cq y V) V �_ M E ^L i Oo U o low_D OLL0 vQ s U6�R �"n,' V w Q'IT }< 7W L 0 i= � V a a LU C� LU OLi uS W O H Q g~zW �_j ww Z tY02�¢0¢lr¢�UO0O Q Q V j00`tzLLu_-z _j0-QQ I- F- CW0 Wo owop omz� U W W Et Q .OZU) D n Cn �uWoo Q�<0zZa. 2IWo� LI_ OW QZO W0 =) O LQ SQL. O O Z W O (` p�Mo Q M LO w LLti Lid F- 0� a- cM 0- 75;G T- Z CU Z� LU WO J O It JUL 2 1 2023 . Virtual Review I Assist, In Plans Review completed aid a ' ro compliance with the 10 ?0 FBC 7 diti n by Debra Anne K ahr k 00 `- a o CD N CD NC) 0 N CD LO 2 N N O CO C)r CD� P O I 1 I 1 I 1 r� 1 z 0 NLO W o 0 0 0 LO > 1 � Z ZZ LU O }� z Q U Woo U U) Z) Z L� 0OI-0 Q Z aQa l� H W LLI Wa = mHW N zom W QF-Z) ■ ■ U-) Q � �w� Z z a �Z i Q F- � OU Q 0- F- W Z W WSNO J OO "'C- LAST PLOT DATE z O STRUCTURAL .j DETAILS ➢ -I i- -- - - THIS DETAIL ONLY REFERS TO THE DIANIONII -MES'H EXPANDED METAL LATH ATTACHMENT - METAL, LATH ....,.,. lOV LL SHEATHdI9GI II �I it II _ i 1I dI 1 6 Ax1-1 LONG t ,4 -1 RO'€FJN) 'A I I;GA �1 1 " o I-r � STAPLES( . C G C.'� ERT BETWEEN P -;m � , STAPLES A 1; STUDS (NOTED THUS ) O SET r t � i I I .I fi o STAPLES BETWEEN STUDS AS SHOWN w_ __.. 0. „,, ERT IN701 STUDS 'NOTED, THUS, ) METAL LATH ATTACH M E T DETAIL REVL 09.24 -11 SCALE: 34' V-0" DET"AiL E.XCEECS THE RiEQUIRIEVYEINTS FOR FECR F03.F.1 LATH'' 'IONL'�I ARRLIES TO LENNAR 7PA J'-,X, 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. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" ¢ - STUB -OUT FOR 11-011 o a o LO GAS METER 0 41 o d U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16%5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C� W l M ca ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /++ + -0" (TYP.)4' 0" + + + 4--0,' + + L! +++ +++ + + + + 9!F + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — 1I PLYWOOD OR CDX 7/16" OSB "—RIDGE LINE 140 MPH (u103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE + + + + + 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. 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 woodpanels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + x 1/8" gap 1 k 12 FILL CELL STD. 900 HOOK BOND BEAM ff^^ W 1.1171— Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC FROM FOUNDATION SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. -7 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls wall or beam below " blocking and wall or beam below.' Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000® s BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing require additional Joist consideration. Check local building minimum When joists meet over wall, provide code for appropriate bearing for each. Woist can be offset 1/16" F1 3/4" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CD u CO 6„ A 1%2" ROUND HOLE MAY 6„ 6, DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT leROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/2' Round bole Oi rnet r Mfrs) 2 3 "4 5 6 7 8.875 0 1 12 1 Ro t qI Ho i i 1110 Any 16"° jinist Spats (f1.1 8 1'-0" 1"', 1- 1,-2' 1'-3 3 -3" 1,-7" V-11 2'-4" 9 '-2" 3"-7 12 1 "-0" 1 `-3 1'-9" 2'-4" 2"-1 `i N 3 _7" 4-2" 4 -9 " 5 -4 „ 16 1. 1, 1"-1" 1 2' 1'-2° 1'-7 2-51, 3 2'= 3'-10K 9" r 7" 64" F .2" 00 1, C,e 1, 1" 1 -2"` V-2' 2` O 3: 4 - 4,-l04f 5%1 1, : �,- 1 E, � 1 1" 41, 24 1. 0.0 1 1 1'-2" .1 `ape 2°-5"° 3'-7 5'-10- 7%2„ 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. 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. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top P required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS 7 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�� — LOCATION OF SECOND H10A SIMPSON H10A ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM a WALL a o . a d I v d: FINI GRADE I—II-I—III— I I ---I=I—I I- '' —_—_- — —_ —I I —I 11=11 f=111- i I TI I I I I —III —I _—�=1 I —I 1=1 11=1 11=T— I I —I 11= III=1 1=1 I I I=1 1=1 I F J SLEEVE THRU STEM-` : SEE PLAN FOR °. a .. . ° FOUNDATION INFO ° d" STEM FOUNDATION GRADE REINF. SEE PLAN NU UNAJC 4 t'Vt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. I EEI `IL- I __� J SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a .a - a a - - - - - - - - - - - - --------- z �a c 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 FF d b ' .a c -- '4--.-- -- ° °/ na G II ICI—ICI—I� \� d 4 II—ICI—ICI; ' 1=III—III- a SEE FND. PLN. SIZE & REINF. E. r ssf•`' .� e ch o N ®- +++ o 4 .ig d O � J �° ' sue}" LO � ''N Q � z W - - - w 0 z Q > 0 � W �. 0 U r) Cco O co N�co 2 to 0 f u f' W U o W L L om 2 � o 0 < •N t w i7 ° �, QN oo M � E^ ` CD 000 a W 0 LLI rn W 0 �-Q o! J W< zof Z Ly Q OO Q�W��OZO H Z)_00mZa<)ELzW��=)OO Xka� InW W F- 0'Q0 },a. aa. z pp�p _3Q9L �Z WO�W�UQ0 - 0 aLL LLa O O z W O� Z p��o Q M LO 2U�ti I-0Yd-M 00 zv� Wz3: J 0 CD NT J Virtt at R vievi As ist, nc. Plans Revi w e Aplet d and appi we for compliand wi h th 2020 FBC 7th Edi ion by De ra nne 1 Klahr 1 PX 3 300 0 1 1 �— Cl C) CD 0 N 0 N 0 N N LO N N O O CD— O r O z 0 IN Lo W o 0 0 0 I N ri 4 I 1 C 00 u) z►- Qz W z� O V 000 LU — - Dz> -0 O OLLI- 0 z dod ^ 1--W� Q N (D� W N >- 0 z) Qo= LO 7;� O z�0 >- O Q Q<WW�LL z Z EL OU EL MMO W � z z J W O O r LAST PLOT DATE 0 s STRUCTURAL —J DETAILS h i a i! i.: ;il . I{, lm-it fi �.:� 16 uan I'..h (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ Z P.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV, VARIESAJ INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.G. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90' HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER V) 3 1/4" BASEBOARD U_ fz MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. r' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE °° Cl) =111=111=1 I 00 6 MIL VAPOR IIIII ° I =11= = z_ BARRIER III G II III I D� � III= N COMP. SOIL. IIII (COMPACTED TO 95% —I I I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14" O.H.D. RECESS z �M -III—III—I I . d ••, .:. � : — - 4 I °° -III—II '�� : •.. I=1I_I= LIIE. SEE ws3 OR J/s6 I E. I II I I ;IIII- FOR REINF. INFO. 3"MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �) 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.) 6 -III—III=J 1. m I=111=III=�.1 I - I'ill�lllll�lllllllllll—_I / n 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH `o a rE I '-III—III=1 I I—' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" _J a 4 . A.F.F. ° . a' d °... ' °'A a . a, °d ELEV. 0-3 1/2' d OG ° A.F.F. A ° 2x4 CONT. J_ °° d - ° ° g° o ° GARAGE DEPTH VARIES a a GARAGE SLAB AT STEP 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 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION 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.) 2 WWF OR FIBERMESH 3 1/2" MIN. 1/2"(min.)- 4" - — a 31 /2"(min. - 4" ! I-1 I V IIII I —I I —I i I• IE-11 T I I=_11 III=III=III=III III —III 1' ' (2) #5 CONT.11 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (� STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 1111111M 1.1m �3 1/� 2" MIN. (min.) - 4", ;III ,I I I / 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH -- ' 11—i I=41 1,I II I 1= (2) #5 CONT. —i 1 97=4-- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" QS3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ?CIS' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/0 EDGES, AND 12" O/C FIELD, 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE. SEE SECTION C/S3 FOR - #5 VERT. IN FILLED CELL 1/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1,4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH I BAR 2x P.T. PLATE WEEP SCREED INSTALLED o EOD OF 2' x PLATEN ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W ° GRADE , ° ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi C a c Z — T o p Cl) — — — ° — — — FINISH GRADE 00 p� �q _z - 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g -III—III—III i=III=III=III m D n LIJ Iwo , REINFORCING #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] x x /A x x x '� • REINFORCING•1 HOOK 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH n p rrT ° II—III—III=III= `? III IIII=1I1=1II—' T ii „'- " - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE °° = — =(1) #5 �REBAR w/ OPT. i II I III IIII I III I III I IIII I III 1 I IIII 11=SCREEN ENCLOSURE 4l1�8- 1 MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ZE N .. � I' I I IIII I II I •" ..y. FE I_� I I •a.,:..� , . III— SEE A/S3 OR J/S6 i �� IIIII I IIII„ IIII IIII-= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 0L !_Ql a J CONT, BEAD SEALANT a ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. ° 4. d GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. :MBEDMENT AI 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. iTAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 71 'ENSIGN 120#) CONCRETE SLAB 6x6VV1.4xW1,4 N I c WWF OR FIBERMESH 6 MIL VAPOR 11=11=11= _ BARRIER 1L 1L 4'i =11I—III= I I I I- _ILI IIII ,III,,,III,; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 REBAR DETAILS r F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE ❑ w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM IE TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ME FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS 1Mm WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S 3 1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH �M d —� CN - � jII IIII' Cl)I I a —III= SEE A/S3/J/S6 4I 1I , ,III, I ICI_ IIII III , ,� I $„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_"� SCALE:3/4"=V-0" �,13 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS 7 TO FOUNDATION PAD _9 CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRADE LU I I I=1 I I ,°.—III—III—III—I' —III—I .=III—III=III—III w O U)I I I I II I II °� . I - I I=1I 1=1I 1 - z z U) ' I �=1 =1 11=111=111-III I I III=III--; FOOTING J -1 I I I I I=1 I I —III —III —I I i III —III —III_ U 11,;,111=III=III=III ,II ...III -III-' BEYOND 'AD REINFORCEMENT -III—III—I I 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 C+') N N LO 00 er ; 9 xe i lP» f Y� is 1 , yy �SS• Fc:' 1Z gg xl, 1 cwc p z Q > �O U M Z N �c N co 7 ♦• CO V -0-o f N m rN i. 0 2 O o •III o �•� o lio 0 Q Q s � •nUn), ci U WcO QN G L 0 5= co 7W a Uj W �/ rn ❑w Uj WOE �-< � _j 0 ggyzof W � > Y z Il Q H v E- <OX' CO E 2z�0�OQO ��W'W�°z❑� c� ( a. (Da LU zYw>OZz"pO_OZQIL ❑2C) < O W �zoQ Y¢awo ILL W O Z W 0 I_ U) O CD 0 � J � 5 Cn W Lq 11-- � 1Z M ry Z U Wz Wco J O Virtual Review A I 1 sis _ Inc. Plans Review for compliance tomr w th fetell , ant ap rove by Debra the nn P0 Kla Q F ' CI 7 ' fli h, ion O o 0 O o 0 N 1a 0 N 0 N N N a �i O co O O T 1 1 I ' z 0 N Ix LL, o 0 0 0 l I I I Cr 00 co Z zZ O W ? uwi O WOO U .� �z> (� O 0�< Q z a�a to F- �W a =: w CV ZOO O-L aLU� O Q C) JJ ILL z �z ry Q F- U � O a MM0 W F. z Q z w W _j o o LAST PLOT DATE z O STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION 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 "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O,C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. S4 12 \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED --\ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING :;; - r_- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10) 1Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :� AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD VI/ (3) Od NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION' SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J • '' O .d 4 a.. O d 8" STD.9eHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J W 'NEEN T > io FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR / TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 c t m 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. INTERIOR WALL GL EXTERIOR WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"x4" S,P.F. 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 ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d I/T NAILS AT EACH STUD ! \� —DOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS \ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKIN ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE =_= MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O,C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR )1 SCALE: N.T.S. SL� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. - (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 1"OP PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 3ARAGIOOR E I 48.SPLICE STAGGERED vvva a i nva> W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (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 S�FO<Nl'1' 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 `i SIMPSON HTT4 TYP. Oo 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 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. R d /8"xl0" "J" BOLT @ 24" O.C, MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 Eo TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 44 A. • 1Od @ 8" O/C ATTACH ALL J \� EXTERIOR STUDS W/ (4) 16d TOENAILS TOTbp PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL (0,m� SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 `-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL d NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSC SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING -1 Od NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970#SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. 2 & NUT OXIED A.T.R. t&NUT 4 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE ULI 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND, -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMCN WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 1Od 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 ENTRYrR SCALE: N.T,S. M N O N 0) L ' u 00 Lo 04 a Y e yvr a _y w - s w r ' z Q W 1. `o q U pmN 6 N � 7 N } V � 0- R .. w M W i L M E o — 0 LL O �C Q U ()_- 7 u w QN C W 70a L. p E 00 a� W UQ Lu Cn W O E W� Q` Q J 0z�w- LU Q azWW� Q� J00 U)�°o2 z ° oo°�o�o�moQ Q �IL zYOUJ ZzU- a Z aOLu �Lu23 < ILL0W o D oQQ� ¢ O U- U- i O O Z W O1— 1- cco cO Q U-) , 0ILL ti cM Z U WCD W CD J O \/`)l 2 12013 dirt jai Revie m As is , nc. Plans Rev ew oinplele an app o for compliance with! t �10 01 F C 7t E n by Of bra We Kla r P 230 O I ` I qrmm 0 N 0 0 ti N N C) C)Z o o o � � C)I I I ' N L o 0 o I I I � M U) Z ~ zZ w C)Qw W Z� 000 0 V Lu VU(n :3Zj 0 O�Q Q Z a>a I— �WQ coitu.l (V Zz)O Ll.l 0- Lo 0 z -0 C) Q U �wLL Z z Q F- U OO W z Z z w W J � O O LAST PLOT DATE z 0 J STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45' ± 2x4 CROSS BRACE= APPROX. 8" FROM RIDGE FASTENED AT ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND & (2)10d TOE NAILS @ . AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD LZ 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. INSTALLED PER MANUF, 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 1Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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°± z SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT 10d & SIMPSON H2.5A w/ (10) 8d AI S (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/ 1Od NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od 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 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J r AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r I N X-BRACING, AND TOP N " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION `O co 00 SCHEDULE FOR Ix SHEATHING DETAIL BACKNAILw/ WOOD TRUSSES 00 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 ]12' . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `7i��1' 10d & (2) 10d TOE ATTACHED W/ 2 -16d 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" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA, x 5 112" 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ i 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL 1 (2) 16d NA 12" ISH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 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"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SrJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z LU T7:=� IL BRACING w/ (3) 1Od 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) F "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4;"x1 1/2" SDS^^ ^ —�.viv i. o�nnuvu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING Y -t--2x4 "T" BLOCKING @ 48" O.C. I 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL TT GABLE TRUSS WEB -' SINGLE 1" 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'-G" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w Cw! 0 O 0 z o w m o o 0 CJ w — — — — — Q >� o b ----w q o � � w o: g NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 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 I for M N 01 N LO LO 'f3'�"''6 `,JLO •° 00 C Q Od �`i j :b w •�µ.- 0 w 0 z > CD 0 W � � 0mC 6j� N M V -0-0— M 2 p -2. -s U 6� LU Q N ^(^n` L 0o 7W V a a ILLI W U' W Dui w0� �< W W< zx OR Q ¢ U I— J�O��C±O0 JO <0x-111 o-Roomz 8cnc0 anW�°zm0 �0<WLiZo0 CL UjUj0oZ pWQzWO(L��Z2Q co QQOz U_ O ¢UL all O Z W 0� Z ti 0- [M0 Q cn CO � z w F-0:0IZM 0- o < Z C) W� W J 00 mi JUL Virtual Review As I ist, inc. I ans Review comp letec and app ve ompliance with the20 OIF Wth ion by Debra Anne Mal ir'P 230 ' O O O o CN 0 0 Q 0 N 0 N Vc1q O N — N O O N O C) O O � O z o N Lo U o 0 0 0 l I I � N M 4 cr 00 U/ ZZ~ z� Z o w 0 m o U 000 LU — 0z5; U-) 0 0r0 Z aEE a � F— Ewa m � W N (D N � zoo om: W 0- ¢~_ LO Q 0 z0,0 O U JWE Z z � OU O o- �- m z Z w W 0 0 LAST PLOT DATE z 0 J 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 OF THE FBC 7TH EDITiON (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 ,1FPRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF _SHINGLE ROOF 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 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE911m SPACE INTO APPROX. EQUAL AREAS. / FLOOR SYSTEM PER PLAN 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS iX2 NAILER J U-1 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W Uj 3_�Q— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J �- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Z) w LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 �NETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CCNC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Uj 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 411to 6" BELOW GRADE 1 c FINISH GRADE 00 ,d M I II I —ICI —ICI —ICI III _—_—Tt— — -50 6x6 w1.4xw1.4 _ 11�=III=ICI=I�1 III ICI —ICI —ICI' C) z T WWF OR FIBERMESH -� II I —III —III —I I I I III —I I —I 1- T � II I II I II I I I I III II -7 (3)II II STD. sa`HooK (3) # 5 REBAR ON 3" CHAIR I I . ,111 111 (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'4' TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 �.-------------� SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD f /2nd FLOOR WALL BAND JOIST V\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE 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/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 77 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=1'-O" S 6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a �a a d as d' Q. ad a d" . �_I .° : • . I —I 1 I —I 11= =1 I I 1 11= -III—III �. I I —I I I III=1 I I=1 '—I I 1=1 I 1=111 111-111 I 1-1 1- ' (3) #5 CONT. ON 3" w w x 0 O e 15/32" OSB EXPOSUREI SHEATANG x x PROVIDE BLOCKING AS REQUIRED PER D SECTION X-X IF LU NOT FULL F HEIGHT SHEET - to to z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE H F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X d U C x �w x E 2xSTUDS w BEYOND. = SEE PLAN C)o \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 1 rl r1/Ar1^k1 r11n/nnAAA 3/8" NA SPACIN 3/4 � 1/2' SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Tj�7 SFF A 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN Ys". ? OA NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL G7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z _ IL ©NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J in Uj 8d COMMON NAIL LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER } i¢ 1Z 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ r-00<n z OF w' ' F @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL MEMBER IF GABLE END Mo cI U. NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE :zt� FLOOR TRUSS�R �RFAM SEE PLAN FOR REQUIRED --- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M S6 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d. n. r I I I —III —III —I I < .. e°- e M —III I .d. .Q•.. e d. d I 8 l 1,-8 8" CHAIR W/ 3" MIN. I I I III I I I CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL SLAB INFORMATION. �° SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. .:.1FF— _ I - Ill T__ I 1 11 f -1: _ _ T� T I I I - f _ _I HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) 11 (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. 00 FINISH GRADE R M N O N L0 LO 00 1O LOU Y fe�7 ro � yam. y, L1.I W Q CD 0 %` o U ' M 0 -1— N M (7 - 2 M L o _0 0 ° LL N a .Ns g`0 Wi^ V QN C 0 (D E ° 01) a 7 LU W W LLI ) WO Q U Of - 0 a, Z= zaaaLU �: Q )0�-UOJ0 JUU) 0 — )aUW 2zO2OOm0Z�U O Z Q�� 2Y�¢ao¢ oW° �aU_ O O z W O1— cn i (n O C)Q 5 � (M J LL Lo I— IY 0- M 00 z C) W W J� (O Jul. 2 ' 02 Virtual Review psi t I n c. Plans Review completed and approved r compliance with the 2020 FBC 7th diti n by Debra At ne H lahr 1 1 PX2 1 1 Op 1 1 T� 0 N CD N CD NLO 0 C) N N QN 00 O r T O I 1 1 ' z 0 NU W o 0 0 0 l I I Lo� ; N CM 4 00 V , Z F- z LU O 4-a W Z � zz 0) Q V LU00 VU65 - Z) z j —0 O 0�_c az aofa- to � ��Q N L �W N ZOO o� ~� . Q 0 gW� ILL z ZQ az f)z � V O a Z S6 z z LU ujc:) J O T_ LAST PLOT DATE CNI O . . Z O STRUCTURAL DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 F.T. 1x4 3-1/4" LONG X 3/16" 0 FURRING 3/16 fd X 3 LONG FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING , O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRY THROUGH 11 1x4 P.T. & 1x8 P.T.-�/2 DETAIL 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. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T, TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER EACH END W/MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.C. 1_11a11 nPToll BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX ir 2-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA S BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA, END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x R PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAID. 1x4 FURR PROPER INSTALLATION MAX. s #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5„ 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILS 2X T / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE'IS" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR, SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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. t> =1 1=1 1=1 I (=1 1=1 IIE9I1=1II 1=1 I I —I I IE D'° III —III —I' I —I I I-111' GRADE o. P.. oi111 ° NS SIN M p z_ N � •D ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN IR YP.) THE :S I TInki FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEIE ARc',1H FLAIN AND FIRE ENG TR _SS OESI13N SEE NOTE ' EIELOVr ' ;SUET IF,SC.IA ALUM DRIP EDGE BCtG WALL 1 ``#P 4—-�.__ • ,-- ALUM FASCIA =' PLAN I t -_ _ , ` 3i � 1-'414- TRI PA1�L1 1 : + z SS NAIL 511V HEAD E CCHAANNEL, -I.... J-. L=PER I _ tiA 2 I FASTENED NOTE. EE€L'V 1. ;I 1-1 CC: NT VENTED i iP, �OLID8 SI:�FFIT C_'NT 2K4 NAILED E I x BLOCKING, NAILED TO TOP BL r*+•KIN , vd 2-12d NAILS CHORD EVERY OTHER v! 12Zd NAIL, _YP (`) G C r ILE R TO VEP217YI R VIDE SOFF r $v1ATERIAL SPAN CAPACITIES BASED ON: TH_ DESIGN, PRESS.IRE '`rPECIFI'EL/ AND iCL u6011DIII,Ik_ UILSTEG W THE CIE'SIGN CR TERIA, 0" 4 SHEET SN P F(-)R 3,1FFi.TA 1.1°A( FIN1ENT AT WALL IP"ER ALPHA A,'4_I.PM INC FL:# 16544 IRF; PL PRrOD+UCTA.PPRO'VA.Lt F CHANNEL FAS=TEN1 D'7-3_ CI`.1U W! T NAIL .09T' D _g- 24" O.C. w1 y/81' N11N. EMBED IEN7 V. s wz` (3) IS GA- 314"x l' CROWN STD,. LES (0 24MAX_ O-C. IN DIAAC+ID 1 PATTED N I SLED FA SAIA ov' I N 1"I.A,. .1 ,x1)A 1 I•�"1)'AP I� S,I'u+1PI F EA rH f. ROOVE' STRUCTURAL SOFFIT SCALE_ 3Al'-D" FOR A Ul"NUM S FF1TS WITH SPANS REV. 09_'m 2021 > V-47INSTAL!_MID SPAN BLOC ING PER THE :.IFF�T FIL PA INSTALLATION I.,RITF-RIA '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. X (2) 10d NAILS @ 8" O.C. °VFRygN TO TRUSS TOP CHORD + + `FyC'T/Y PLYWOOD SHEATHING + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP W c ® + EACH TRUSS CONNECTOR SEE LINTEL SCHED. :30111A."i PRECAST LINTEL —J / 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP SCALE: 3/4 Q= cuGGT Ill Anon cr z 0 2 LL 0 w U_ U 0 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. AND ILED W/ 8d EDGES AND 12" OMONFE LD� O.C., ROWS STAGGERED 4 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) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a e: FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. e" a OVERHAN 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. 11-01' 51-011 INISH #5 BAR p 1'011I L. ° , CENTERED W/ g ° s H ' IN TOP o _ , KNOCKOUT/ N —�V CHAIR BLOCK 111 MONO FOOTING_ D SIZE AND REINF. PER PLAN I ° AND SECTION DETAILS -I ° CLEAN FILL D ° ° DIRT z zi STANDARD o 0 99 HOOK N #5 BAR IN FILLED CELL b, - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS to 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 ± 2") #5x6' EMBEDDED INTO EXISTING FOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 1� 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL !� SCALE: N.T.S. i 1 M O Lo ® Lo AV LO In -_ 0 w W z L/ (D L J N E O 'O 4 Mc _ f' V) M Vi �/ - 2 ,, Af, E '= 2 p O ` o o ti o 0 Q .Lo sU V W aN L MO E D 7W V a 'o III w Lw� w w��0 I- <W Z Z (7 LU Q V tY0�CD �QO¢,YQU_UO2 o Q ( ]OOJZWIi0Zm0�~a¢ ocn�oZo�oomzz Oa>zZ OZ�WCL �a U) Z O_ _QQ �O QO YZQ o� D oaW LQ o U_ O O Z W 0� Cn co O 0 Q w M � VJ M 00 Z 0 w� LU J 00 d' /JUL 212023 Virtual Rev ew I s$is 4ni 1, Plans Review co plet d1a tl1 p compliance with I he 2020 BC th E i by Debra An a Kl hr I X23 I 0 I 0 I I I 0 N 0 N 0 N N o 0 0 0 f O N N O O N O 0 0 0 0 .- � r- o I I I I I I I I I ' z N Loqllzt wo 4 0 o I I 1 N 00 vJ z� z ¢ILIJ _ O'I"'� ? z O V Ujoo UUFn 0 pzj —0 ono Z to l-- LU ¢ Uj T..� N in�w -0 N m �02 W~� ■ Q 0 zoo C) JwLL Z a-z � OU 0- MM0 W 4= z Z w W J 0 O LAST PLOT DATE z O STRUCTURAL DETAILS - RETRO FIT SCALE: z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6°0 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 MWO 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: ' = V-0" MALL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' 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 SYP CUT TO FIT 4RS IN WALL —2x12 SYP / BEARS IN WALL x4 BLOCKING FOR 2x12 �J 2x4 PT UNDER 2x12 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E W "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 0 ;4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER �. OR DRYWALL SPACING H C� 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING / OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" 3/4 PLW ON DECH --2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCP C SCALE: 1" = V-0" 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER-///� I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED Wi 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-t?" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. N EWE L POST BLOCKING 0 1 /AIM UUIN40 1 KUU 11UIV Ur. I /-XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: i" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) 2X PSON MI 10dx11 Lj POST LET INTO _OCK DE "ING ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES ECTION VIEW "H°' SCALE: 1" = 1'-0" cM O N F. 4^_ Ln 4,00 LO 0 LO ,s t w Z Q ^N1 A' N O N O W L Q fD o u m �c } N co N _ W L> P 0 i O Oo 8 o _ T� v! O N Q •�i o w�: � QN O CL U LLJ rrVn �LLIC w0 LU _jLLJ F-Q � X<' z� w O-U)�ULU wJOQ:U)LLUOJO Q XJ ��°WwOOOOQ J Om X ZzH cw wwi�¢=nwQ u�Lu� O Z Q�<0LU<65 1ZO�U°a ��-� �wz Q LL Ow Olt p D p C g Q LL ¢ O Q LL 0 CN z W O� CMO 0 F- CD aC/)M� U) f` z C � a. C6 ,en2v- >- < z U wW� J Q m Q0 JUL 2 2023 Virtual Rev ew i ssist,.In . Plans Revie co pliet d a d1 a pro for compliance ith he 020 FBC I n by Debra An ie K I ahr I X23 i 0 O o o 0 0 0 0 0 LO N N O a CD� O !� P O I I I I I I Z O N LO 0 0 0 0 O 1 1 i > N M 4 I i i 00M' Z ~ Q z W O W K co zz Q U �00 UU� Z) ZQ j UO Li OFC, a z a�a T. � I— of m ct W N � 0 ZO T w Qo= . LO Q O zoo O QW� J LL z �z U � O a z Z z W WST J O� O O LAST PLOT DATE z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD 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: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS C:I►=7'-CRfT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-08 SF16-OB 8F20.OB 8F24.OB 8F28-OB 8F32-OB 8F8.1B 8F12.1B 8F16.9 8F20-IB 8F24.1B 8F28.1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 6-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N R NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 1 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 1 654 884 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 CAST-CRr'111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10.OB 8RF14-OB SRF18 OB 8RF22-OB 8RF26-OB 8RF3O.OB 8RF6-IB 8RF10-1B 8RF14.18 8RF18-1B 8RF22.18 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 1 7915 9479 110893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 •-y SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU' 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (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 16 4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RF(;FSS nnOR 11-1 INTFI S ^'�� 4AW11, C09" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 F. CMU* (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 6'4" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,IR.T4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SF81T 8F12.1T 8F16.1T 8F20.1T 8F24-1T BF28.1T 8F32-1T 8F8.2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 6-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 116 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160"1 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 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341(10)-416 10 491 10 566 10 124 200 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-*44T11 SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE LENGTH 8RF61T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22.1T 8RF26-1T 8RF30.1T 8RF6-2T BRF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 1 2442 1 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS °a > D O ° % ° - `4 ° > D > D > D D - D U161" C C 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 ° 4 >- G 4 ° ° Q - >D O ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x = cn m u� ° O N CO 4 w V~ w UiU a #5 REBAR AT U 3: _ a ° BOTTOM MIN. (1) �Qpa�Z REQ'D Qu C1JJJ z -wQw 16GAUGE ° POWERS STEEL rl- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J a 00 LO ¢� z= Oc� W z= C G #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTHJ QUANTITY OF 45 NOMINAL HEIGHT REBAR AT TOP L------------- O I 1ST FLOOR LINTEL PLAN (ELEVATION B' 3/1611= 1'-011 I9 M N O z � � N fi Ti+?rvm µ,s' a. di LO CD 00 C ss 4 ` CD w ❑ z Q t� N LO _W L '= 'C N U -, in w d N co Ln V Z w U pm cc,)} Oo o �o a Q Q t Udoa) •/0 Uj QN U W L.CO Cl) W U�X ❑u.i uj wOLU 0 I- Qfr ¢< z x IQ- H �z0oc0z02a=W�Q ouQ xoo�oomz z� LZ w0 _jLij LLZ Oa�zYOW0WLUZza ¢ ¢OLU �WM2Q oQ o =O ❑�<Lf O O Z N OW W Vj 0 I M O Q w M 0 ,ti^ I..L CM Z V z W LU J O O L 23 Virtual pavi w A I sis ,Inc Plans Review co let d a d ap r d compliance with e 2 20 Bt ' th E Jitio ®ebra An `- o 0 0 0 Lo I- 0 NCD 0 N O CD000 o p 0 N 0 N o 1 ' Z O N Lo W O O O O 0 0 1 r N M 46 CD i M� }~ ZZ W QLU O_ �� W ? z Q U WOO rJU� ^ ,ice ❑ z O 0I- ❑ Q Z W < T� M-w N F-0 N O ZOM QF-❑ V Q O z0fo O (� w w z Z D Z F- Q OU o W z z z W -j � O 0 LAST PLOT DATE N • May 9, 2023 Z STRUCTURAL DETAIL B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY [O)#5L (1)#5U (1)#5L (I)#5U [O)#5L (1)#5U (1)#5L (2)#5U DETAILA' DETAIL'B' DETAIL'C' (1)#5L (])#5U DETAIL'D' DETAIL'B' &'C' - 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 3-4- 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 - 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54" 4'-01- PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6-6' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1 1167 1167 1152 1152 714" 6-4' PRECAST (2) D4.5 WIRE (2) No. 4 619 1 1130 1130 1115 1115 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7-0-1 PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 1 V-4" 101-01, PRECAST [2) No. 3 (2) No. 5 355 649 649 489 649 12-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 1 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 (21 No. 5 287 1 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N. R. 522 522 360 499 (2) No. 4 15�4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 174' 16-10" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 1 B'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 1 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. I I t,4 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT S - SOL D NTEL r L.-El LINTEL A11Y [8xl 6-P-1 L/I J] NOMINAL VVIDT'j j LQUA TITYOF#58ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY I 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 I BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (])#5U (I)#5L (1)#5U (0)#5L (1)#5U I I #5L (2) #5U (1)#5L fl)#5U DETAILW DETACY DETAlL'H'&7 DETAILK 2'- 10" l'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-4- 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 41�Opl 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--8" 34' PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54- 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5--10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 614' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-8" 64' PRECAST (2) 54.5 WIRE (2) No. 4 3071 3071 2916 3049 Bi�O" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2311 81-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11'-4" 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 121�011 101-81, PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 1134" 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 (2) �'o. 5 1149 1149 760 1149 141-8.� 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 J2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No, 4 19-4- 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 �2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 961 961 446 872 [2) No. 5 2 l'-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. 5 (2) 7/16 strand + 24'-0" 1 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 1 599 m DETAIL' D I TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY Of #5 BAR AT 5 - SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 J] NOMINALWIDTH j j LIQLA1111Y.1 11 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC L GRAVITY & UPLIFT SAFr- LOADS (PLF) 8"x`12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL B070M BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U [0) L SOLID #5 (1) U (0) L #5 111 U (1) L SOLID #5 (2) U (I� L DETAl' DE DETAIL'DF' DETAIL'DE' &'DF' DETAIL 3'-8" 2-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4-4" 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4' _BT1 3'4" 3'-0" PRECAST �2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-81, 4'-4" 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 7 6-4 6-0" PRECAST �2) D4.5 WIRE (2) No. 4 1409 1409 11 M 1267 9--S" 8'-4" 8'-011 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF 5 BAR AT S-SOUDLINTEL FL.-EIIIIIELCAIIITY [8x16-P-1L/1Uj NOMINAIWI�T��J LQLANTITYCIIIIAI NO., ALP UPPER LINTEL CAVITY DETAIL "DF" 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 (0)#5L (])#5U (1)#5L (1)#5U (I)#5L (2)#5U (I)#5L (1)4A5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-id, 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2--2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-B" 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 1 3088 3369 3369 6�4' 64" PRECAST (2) D4.5 WIRE_ (2) No. 4 2560 2560 2723 2723 7-6" 6-2-- PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 6'4' PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8.-Ol. 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8-4- 7--0" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9141 80.Ori PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 111' 4" 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 11'-2 r, PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 [2) No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 [2) No. 5 804 804 529 838 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 1 gr -4" 18r_o,, PRESTRESSED (2) No. 3 (2) 7116 strond + 655 655 340 645 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 20-4' PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 1 (2) No. 5 399 1 399 1 217 412 1 1 M m DETAIL "E" DETAIL 'IF" DETAIL "G" TYPE DESIGNATION P : PLAINLL:NTELL/ -1 F111ANTITIOF111AIRAT I SOLD NY LOWER LINTEL CAVITY [8xl 6-P-1 L/ I J] NOWNALWIDTIJ j L QUA TITI .1 �I BAR IT NOMINAL HEIGHT , PPER LINTEL CAVITY I 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 (])#5U (I)#5L (1)#5U (0)#5L (])#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL I N DETAIL'L' &'M' 2'- 10" 1'4' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2--2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 41�0" 2'-8" PRECAST_ (2) D4.5 WIRE (2) No. 3 10000 10000 1 OODO 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 *�811 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5-10" 4-4" PRECAST (2) D4.5 WIRE �2) No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6'-2"- ----PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3Q76 4661 7'-B" 6'-4" PRECAST t2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 &�Ori 61�811 PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No� 4 3706 3706 3144 3683 9-4- 8.-0.1 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" 101-01, PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 101-81, P RECAST (2) No.3 (2) No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 (2) 7116 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 (2) No. 4 (2) 7/16 strand + 19'-4" 181-01, PRESTRESSED (2) No.3 1084 1094 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 Strand + 1008 1008 573 1048 (2) No. 5 (2) 7/16 strand + 21'-4" 20'-0" PRESTRESSED (2) No.3 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 T 850 471 923 1 �2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" I PRESTRESSED 1 (2) No.3 1 (2) No. 5 7.4n 74n DETAIL "L" DETAIL I'M" DETAIL 'IN" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 r L.-Il LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WI1T'j j L QUANTITY 01 #1 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL 10711M BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD LID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 11) U 11) L SOLID #5 �2) U fl) L DETAIL'DH' DETAIL'DS DETAIL'DH'&'-DJ' DETAILYDK' 3'-S" 1 2'4" 2-0" 1 PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 41-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 1 4-2'' 2'-10'' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4-41 3�-O-' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3--0' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8-- 54" 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DI Y' DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTELI QUAr4fiTYOF#S8AR T S-SCLIDLINTEL -1 r1.-111I1T11CA1IT1 [8x I 6-P- I L/I J1 NOMINALWIDTHJ LGIAINTrry OF III BAR AT NOMINAL— - 11 UPPER LINTEL CAVITY GENERAL NOTES: 1.),CODES .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 # FLI 774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2. 1.1 PRE -CAST W/STANDARD REIN FORCEMENT-5000 PSI 2.1.2 PRE-CASTW/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W1 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 (PLACED IN FIELD) 2" LO Lo r- LID -Y4 1 P11 ILI 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED ,T EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIE,D 2" 2" 7 Eo Cl) m CID co 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) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (])#5U (0)#5L( )#5U (I)#5L (2)#5U DETAIL'O' DETAIL'P' (I)#4L (�)#51LJ DETAIL'Q' DETAIL'O'&'P' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 2'-2' PRECAST (2) D4.5 WIRE f2) No. 3 10000 10000 10000 10000 4�-O" 2'-6-- 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 N3'-6" 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 54" 4--0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 ]O" 5- W-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-4- 1 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) 74.5 WIRE (2) No. 4 6266 6603 4891 6909 7-8" 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 81-0.1 PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 1141 1 Oi�O" PRECAST (2) No.3 �2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 (2) No. 5 2436 2436 1727 2436 12-4- 11'-2" PRECAST (2) No.3 �2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 12) No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 14-8" 134" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 1 C-O" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 2 V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + r2TO 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 f r Z ii.,11; TYPE DESIGNATION it 2 P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 - SOLID LINTEL LOWER UNTIL A111 4 [8xl 6-P- I L/ I J1 NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY '0" DETAIL "R GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U f0) L #5 (1) U (I L SOLID #5 (2) U (1) DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 3,41 2'-4" 2'-D" PRECAST (2) D4.5 WIRE (2) No, 3 7665 10000 10000 10000 4'-0" 2'-B" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2'' 2'-] 0" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' 31-01, 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" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 71-81, 64" 1 6-0" PRECAST (2) D4.5 WIRE No. 4 3338 3338 1 1640 3122 7-8" 8'-4" 1 6-0" PRECAST �2) D4.5 WIRE 2 �2� 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-1L/1U1 lum ij L MAW 0 CD ,UNIT'2216'- 1ST FLOOR PLAN- 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (I I L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 2'4' 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8` 2'-4" PRECAST (2) D4,5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4--Z' 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4' 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 396 489 F 489 261 DETAIL 'IDA!' DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 fl) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U III L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL01" DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 7599 1 10000 10000 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4-4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'4' 3'-U' PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'4' 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 1 10000 4325 1 OOSID 6-8" 54" 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 1 2069 4671 L978- 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 1183 2844 H, DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-1L/1U1 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINALWIDTHJ j L 13�1 ITITY OF �I BAR NOMINAL H EIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81IX811 PLAIN 9'x8" SOLID 2'- 10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2 635 441 Precast 810 2459 5-4- Precast 663 1940 5- 10" Precast 583 1624 6-6' Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 74" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 17-6' Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 74" Prestressed N.R. 257 19-4- Prestressed N.R. 84 20'-0" Prestressed N.R. 67 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 NX = Not Kecommenaec for V) C*4 0) RX LO .1C LID C) CID LO < k Z Cy Uj 0 R4 1"!� W z V) a) LO E 0 U >1 M Cq 4- Cq CID U -a- 2 C', E -= :E 81 0 U 0 0 LL < U 60 0) < LU _N c cO E " 0) 0 �-o 7U C) 0 CL LLJ LU W LLT (1i LU 0 F- LU I.- LU LU 2 0 LU F- �< x x z z 02 < < < 0� Z) 0 LE c) 0 OL, _j 0 X < C) - -1 U) 00 < a >< -.1 U) 0 z 2 J O<ZLLLL -, C) �- :D 0 0 awc)�mozowoomzz 0 j) LL1 LU - Lu U5 a-, Z) CL (n LU Uj _ x < 0- z LL 0 CL Z Y in 0 U) 0 z Z LIJ 0 0 < LU m-LIjz 0- < 2�lf- 2W2520 < U- 0 LLJ 0 0� n 5�ezg< < 0 < LL 0 0 z IN W W 5 > q (0 0 (y) 0 (y) [�- W LO -j (/) IT LL U) - 1%- z U < < Lq 0� 0- co L 0- 00 < < Z z W W 0 0 (0 JUL 2 12023" Virtual Reviev Assist, Ine, ansReviewcomip tedand j pprove.d imptiance with th 2020 hi 79 Ek io ra Anne 1 PA J00 0 N 0 N CD c\1 C14 C11 C14 CY) C14 U,0) C) Q r- (:) iz�4 C14 C) CQ C14 CD Q CD C=) Q - C=) Q It CD - CD Q CD - CD 00 C) C) C) 04 C) 04 C) I z 0 CN U-) U) W WOOC)C)C)CD NT > N m v L6 (6 Cr Z W 4-0 4-0 W Z(/) 0 zz 0 Q 0 C) W- Lr) 0 Owl- 0�-o Z wtz< a- 1110 W m W coll.- F- 1.- r*4 02 0::) zom W >-=U) <ll.-=) 0 z of 0 < -�Ww Z z z < z Mm F- < 0 0 F- 00 z S12 z z W W o C:) > LAST PLOT DATE C14 @ 4-0 STRUCTURAL DETAILS B (LEFT) - - --T--T-- - ----- T-T-1 I IIIII-ET1 -TIT-TV-1 1 1- FU--I-IIRT71` IL 1 1 Ili " �I i ';-I I I, I t I I ZT9MW9AR74ff motNu I iing of acl(ters n' t F�" I':Hlllljf,ju'��,� 4-1,r2'x 4-1.1u2`x 21 2' �- t1c! on t st- �: if -I 50h I in Ill Rolm - I 1,�IrTuia. 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IF l h tro u �, s , it., Nk- aw rdn � V .no Mut Els-ft PEA 6 Its's up On sulsee, A � herillinKses, el � lCQ or urX I r eurl wrim I I or IQ Retina Mu pEntralull I Business & Proluossil RegsiatIon line, el Auj id u i i ; C'Axks a i Id 3 tru Ida i Eks Wil Prodlxt Approval Applicatnen Detati �el � r r 1 I - , �Ir ; _ 7 � . i �0�, : :� ��V� - �, . I I I 11 ; . ''"I'll "I "I - 1, I 11 I I 11 I �, I 11 I I 1 �51. ,K C', ... I'll �i=_-m r'�r:�,,:;.111 � r r �', -C 1i � � � x P r,, n', :: � :�: . . r ;r, I I ___ ______ � 1.11, . .. . - - � � �� , , I .. r I � r - - - __ -1 - - , ,, : : n r I-- rr ''I I . 'r . r ____________ I'll, I I � 11 � I I I I I , I I �� :r� ;1 1: I !, L I I I �. n � , I . r - I I I � I I I I I -I---,-- - - 17 I I I , � �; T � I � I I I . - , I 11 I 111 � 1� x. - _11 � rr . 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Fj L: 111111111110 I I I , W2 ;d I 11, WjiJNL is AL " ,kT411,111 , �10711_ U U 11 11 I____._.___.. ...- _________... _.. ___ ...... � ... � - . __ ________... ____ I � .Categiory/Subcategorly 9 I L--------" I � . . I I I .. --- . . ____ - - _____ - - - � __ . __ __ - .- ��-��.---.�--��.-�.��-.�--------�. ,Manufactureri � I I I I I � � -- � I . ________ --------I- ____ ___.________ — r i I P rod u ct De scri prtj on �'Applrova' I � ____ - ______ - � . , - � , � , � -, ___1�111__ --- �: --------- �______L________ , Ill : Number(s) � - -- --------------- - - -------- �� - - : � I I 'Test Pressures - - I - 191MAMPOTSIrm � . I r I ,1. EXTERIOR DOORS �_ - __ - - I � �:A. i - SWINGING __ :: ::: � I i Fiber -Classic and Smooth -Star (NONesIMPACT) � - - :: : I i a - __ A 1:1 I - � I uE . I . I); i Fber-Classic and Simooth-Stan, IMPACT - - — 1i , - ...... ...... _... I . I - i I +67.0/ 67.0 f j--------- ps -- i i . IFM is IM . - z; E M1 I - I — - '_ �_= I Fiber -Classic and Smooth -Star (IMPACTI)l __ - u- I III . +80,,0f0_ 2� ..-. i I , I'll--l�. I'm ,-Im&-Iwr,li 1 I Ml W:-,ndows and Doors � . ... .. -.1-1-1-- 1-1- __ . Seirries 420 ______.___ I 1 FL15332A -FIL15332� -.1 ------- ___.._.._.._.... 1i +40.0/-44 " i��;sc ]L� - __ - - __ ____ - mm, 0 I NOA 21-0205,03 - I e I 4114/2026 ' _____ __ : : i Pella Corporation "��: ___ - I . ._._.___..___.__._... ____ 00M nl=�� - - �� i � � 6 �� — � � � I �.___ __ -1— __ . -----. � - ;Wayre-Dalton - .. .._.._._____..... _........ . .... i � - __ " - " --- � - - - - - - ______________.______.__._ � . I "Beries 8000/�I'l 00EI18200 #1 105 I Ili 111111111111wam ��l��i�� : ; If - - � �=== �i�=: . . .......____.___..__.._1 ...... — i Wayre-Dalton _______________7J_____ - _____ ____=�_ 1! I __ ____ -1 1; , Series 8000/8 1 00/8200 #1 123 06XT) ____ i : : , ____ ------- I +K0133Z ps ' .... ----. � ------. __1_____1______ Wayrei-Dalton _______ __ _____ ___11_S --- � --------- - I eries 8iOOO/8 1 00/8200 #1 124 11 i 6X7) ) I I � . F F___ ----------------- +34-41-383 psf INWIM . .. . --.----.--.- � - __ - �� =0111111 = I------ ID. i-------- ____________ -------------- ____ I METAL LO VERED DR�S - ______ - � � - __ , Clurries DMision of AADG, inc - i � . _�6�7_0_7,727.747Ea_nd 8I47 Single &'Pairs of I __ Ill- " AM I .0 M E - -_ --- --- ____ 0 1.lu+�,, , I i NiiA (see inst sht),sauff= i � I � - �� I — PARTLIJIT, I a 11 I M ...................... ...................... M=�iii:ll:lllll � EM3 a __________ __ ____ __ _____ I MI W .ndows and Dooirsi I on nimf.*Io�� 1119116 : : I � __ - ____ i +K0/-e60,.0 psf r 1 :- i i - IN-_ = I I :1 : ::: :: R&JUM ;i Pella C',"orporation i MR M1 lf = i ___ __ - ��13 Ill I 1 +35r0r1-35.l0 .______._... . ". : � ..---- ... I ._____. - ----- - .......-im � Pella Corporation . I - 3 I 181 �� _= � # ____________ S. : i i i HORIZON'71"AL, SLIDER ____ E � ... _1 MI; Windo"is and Doors I i I i ii, Ell I 1*�� I . 12,111IMMEF.T. I I I - - EPA 11 - -i — ____.___.... . i I Pella Corporation __ __ ij��,�� - I , . MWjW%ff&#j 1 - :PellIa Corporation ; I . .Series 10 Sliding Window i - iiiiiiiiiiiiiiiiiIillililll � '111 Emm 1-�go-,4&1�� iI 1 I : I I I : i Il W � ndow's and Doors I .. i . WMP-M&I � � ! L ! � I 1 - ______ ...._...__.__.____...___, i +60-011-6M psf � . i � Wn - ______ - ____ - I - =1 R I'M - . 11 I EM�� .. I.. . � � -.-.. � - __ Pella Corporation ____ - I 19== ___ I � I : Pella Corporation - .. i ! 10 Serieis Flange Fixed I - ______ I `0 =`* ... h 101MMIN 41501114 i I 10:1 Windows and Doors i � I 3 Series 5764' j i �i I ' --- -.1-111 "I 112ma - __ I i i I PGT I...-I-1 __.__________._,___ I , � �Zieriesr 5500 i - __ _..____.._,.___,.._.. . -----.-,-.-. - - - - 'I , .... ... . - . _.. --__; ..... - - - - - - - I - � � - - �� - -1 � - � 1 . - __ ___ 0 - � 3., �.�-�--.--..-��-------�.,.-�-------,��-��------� PANEL WALL — __j I I : ________ _____ ________ - � _ ___ _____ � kdmcm so. i james Hardie Building Prod, i - ...____... ... -....___.________._ . - - - — i I - .- , Cemplank 'Lap Siding and HardjePlank Lap Siding i� i .. . .- I 13 11 11 - CBS! 11� — �� mcm I �� 141111111M.1 - " - - I - - ----- : !Solild andV!ented Vinyl Soffft � FL152272-1 - FL1 1527401.1 i. r ur +75,Qf 75,0 Dsf � I 11 Alphe Alurnil um, Inc. I __ L � . I I E, ented Alum I Solid and V nurn Soffit .11--..... "I � ; � � � ''I, i if A . +54.1-54.2 p. I L i An i I I j I . -..-.,---------�-..�.------.-.�.-, ..-.-.. . = ... . .... .. .. _ ..--....- ..... .. __ - -_ --- 4. I i ROOF[NG PRODU � I �� I __ - - - - ___ �� I = I � � . �_ I !A. , ASPHALTSHINGLES --in � . _____ __________________ 1 3 T b, Dimensional � . ...... ..a __-___ '' -__-_' __ ___��= -------- ------- =� - - � � = - - - I �� an � ` I--- �,B., - ______ - UNDERLA)"MENTS - ____ Tanik:i (for Shingle Roo� I I . ='77__�7� �_7__. 1, — � _. � 7 I I 151b Felt Undedayment � - __ FL12328 - �: . Plyglass 'USA., Inc. (fb,-- Tle Roo�ll �P Og Ili " "E'171 C K TU Nil A X j.�---.-.-.--------..---..-.--.--.-.--.. F'L5259 . . : : :C, ROOFING; FASTENERS I i NOT USED i I i 1111111 D, ROOF VENTILATIOR,151. I _-, - Thom;)s on A, ric h M eta i C om p. ------------ __________________ - - - i I,Off Ridge Viel I I I � -..�-��---..-.�-----�.��.-�----.----.-- ---.--. --- -------�:=:N:::�:::�N==�::::::n�%;n�:�n:::�:�:�::�r:!:::�:H::��-:��:r�2::�= __ ---I Florid3 Metal Products, Inc I .__.._._..____ -.-,----jL-. ::::::=�___________ - � 1 ---. �; Vent RV 1 0 � __________________._.._._ - -------- -- __ 11 - ___________ ____,_____ ___._ = 1111111illp-M EfilliIIIIIIIIIIIIIIIIN - --- ____ ------- .- _....____....____________ DA-4 Exahust Vent ; = -_ ________ I I R, I 1-11-111 E. II-1111-1-1--1 - - ------ 1-1 --- -, ------ I------- -------! ROOFING TILES � - .. 11M am mu ��M___ ; I lial ram - 13M. I I � oni IBM". �� W= �� I i 1; isaxony 900 �,'iFL7849�-116 _-_--m I I - FL-7849�20 . - -1-11. _.__._...___.___.. . ____ '� -- Ii I � IF. ME7rAL,RO:OF I I I : i i Drexelf ',Metals, Inc. __ . I . I i 1 Ohl C 1 0 0 NZ-3 E DM C I 50S S o DIVI C 175S, D M C I i i -I 200S, DMIC 5V - - ____ --- - , -- ____ � T . 1 � +CV_e180 - ___ . i 1Z131/2025 M 1111 �� "a Rl.111444- � I I I i ______ ---- ______ - __ - airlowilki — -- - ---- - _____ ��[AII,Arnedcan - _._______ ------------------- _.._._._.__.________ __ U100el Protectlon Products � -----------------------.---��-��-�-�n�=�l!---, ; - Shutters & Glass lr� - ,. � I , ii�4;alvaniz_ed SteeI Stonen Panels _.._______.________ __ ...... � � - � __ ___________1 __ __ I � _m�g�nm�ni --,--,--,-. . I l� i I ,GralonEzed Steel Storrin Panels � i It-- - - - FL15076.1 le; FL15076.22 i 1 1. I I...... 1: I . 6 - . r-------'--'--------'�.-�-�.-.-.-.,-�-.1�-..�-�� ' 16. __________ STRUCTURAL - . - � ______ - � -------- __ -..-- ... -..-- - - . . _____.._._________________. - . I I ________ - ________________ - . -_ - - I'll - -_ - - -- _! �� 11111 . A ,, .PT I.. --.---- ---- - ---- ___.. . ---.-----, i: WOOD CONNECTORS/ rUSP Structural Conn. i I _____1111�____ I see chart __7 I ANCHORS I � M-IFIN: I --- - --- - ja_gmm - - __ - - r 11011*K41 15411111 S. I TRUSS PLATES _______ 11 - ITW Building Components _! 11 ___ Alpine Truss Plates ____ _______ __ - - 1. - . � 9 ; NIA i __ ___ F 1 21 - __ --- __ MiTerk Industries, inc, ____ Iiiiiiiiiiiiiiiiiiiiiiiiii W : : : 11 ________.._____ , C. ____._.____..___...._____ i I ENGINEEREDILiUMBER . . - - Weyerhaeuser -.-.. -- ----- _________._______. -1 I _ ----- -- - I ------ -1-- ... . ... __ I Rini Board, i ,Vl , SL, LSL I ., U :L P — - ____ - _IIM�� FL6527.1 -,FL6527.5 __ ... . . . ___.._____J111111I1111M� � i I I D. - MATERIAL ______ Cast-Criete Corp, --- I I i Hgh StrangthConcrete Lintels, I __ --i'llialiallille NOA 20-0630� 15 _____ ..-........-....--..---....---.--.---- r Im __ - .. _.._______ ______. . --..----..-- ___ m I Commer I Concrete �Producits. lunc.ifeeligh I . r_________ ____ � - ____ ___ . I I ng I I ils,��gl��i'��!il I I e Stre th Concrete Lint Is I - I j ______I=�� "I'll, = �� = 11 __ --- . . - =�� - � __ - __ _. L----- _� � � I i � ' .0 to, 16 W I i I derstand that at the time! of Inspection of these pr duct , t e flo ng in rmation must 1�he products listed below did not', demonstrate product approval at plan reMieW, I UnO I $ h fb fb ' � = - - li� arva-rilable to the 'Inspector on the "obsite: V copy of the product approval, 2) 1 - ) ,er U L . I I re __ ------- __ — ----- — APPL]CANTSIGNATURE DATE Roll Deeplartin-1 Etf 113mirrilis & Prore,szional Ragularl Proe I VZ Btal Codes and, Standards r0ni Producit Approval Applicadon Data# rt�� I - , 11 "', ." � � . , , I � , - : 1- ) � I 11 � 1, � I r . r I � r - � ", _,_ . , � � - - - I � I � � :7 �; , I I 1, � �� 1; V rT �. . �� ; � z_ , I 11 � I . 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PA 1 .0"' - I (3) (3) = Ronda Deparrournt of Business & Professional Regulation rowla-9 l'brida DepartnTord ,it Hi4sital PrOst,7jornal Regi.ilatfor Psm , a i Fil,mdao Dapinamprat of Basinesz- m Profirmorua .Ragulatien pno f,f 1 Motion rom itmerl of Bunn Tons & Professional: Raquirittlon pnolol`2 — DO (D 11 0 -0 > 80il(fing Clizil and Standards 111125415's 13mild er,odl and Stardafdn; JC� ._ Building Codes and Sleandi 111,�TC' Building Codes OrT4 6tandairdid, WXY2, = =3 LD 0 -#-- _0 Produl Approval Application Detail Producl Approval AppOITICtron Detail Product Approval Application Delad Pi oduct AN)lrovaIi Apriftation Deditill S_ = CL � � �, . �� I-) � � 11 11 g � � I . 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A,aI.Cm$ .."I'l -11021 of 04111111IT t�_Il Imml �". al aanlarim',Cr,tkkod..� Tgr at Lki-h, P9 'I"1212501A i 1 m ni 0i 1 ItEssIM pwmed[ :t:� ewir,""mationw,�vu bovill Door A�Tolvlr oij-P.Irracna"'ennet-ir I,�,, Cadeaear Aland— (341) 45l, 1 on , 7frrIf 3 T f� ��Eon Caf-goill n1l"Joam, M;)31&5��IrWafl nml.�ITIMI_ A�__adj�. f�,i� 31i��mf cietow oh'&,C� �-- �, . -a- IN FA.r,.ba,,1,m,l l7Tf7)31.a`AC`!C4 ConfirMando, Partial E,n;Wal Repwil frorn iff To U.bCatil _Sr,ql� H-9 jlraln�kiltltpof.,Ojw�rai sU1naa%,xal Harianimaisfaim �a-Faeb,11,1j i,La, SubCarrionill fi,rad ua,rmrgsst�f.-��, a) —0 0 —0 r-Iorittio orolistword Andritact or a Jainni Florida F�,Trnereorrar C-Pail-MaIdi -.411-10s ad" � Lfn�ltt - convikatTie unions, cwwrall mil or Lal Crestref "� ideal C'sill,ot- her, � LiArrq C) 0 - — —0 E�rftfnlaw 1JAZAMMMIJ! r iP, rd)j-dra�aE.adan LiAliHIR12-oudi = L_ — C_ (1) EL89!WM 2129"91 TayLIET12 Mr Mid ituribirt 2udv-6-�l� AULZWLtu.ul hwg!t� kaw 211sl 0 0L = 5- �belo,deiijw;rgp. OiditicudWas 492tLdWl9r.0 I ravag Design iftil 82MI 1fdjd,."uETfi,ffd,�LWH: daisurl.2niscandti To1refiz,mill ._;,I out lioxdnalu�a 9 omft; edarl T'NITZ UOTECEr [alitall, titna-m KRU-1 R.011-114.6.111019 .2 !!l 2UM icsood! oforWital !Z� Pa. AAJAN�tedMw_ in h ardiaottI&SM lklacatn� iinuorl Isaproa now eanxio 010 Efarfor-Alm"Aft 'ho-jobnara ��,��liELW�KWW Q=Wlgmkdpzau 11 1OLIAtIz QuiddslitAlm jideriate ranneat -2 = 0 Lj_ :-> _S111 PIrcarruotmodel Number ollintanq ProduattOescrinflan Catintfict ExiAration II in HVHZ *" Mtsirfor HVHZ __ Resistant — Preasni �� 84SW I I. writ, Mean IrTiNol "Trykani 4Ja`Q ro"ofal wlx,=7�, � -,, L r"r Thin, I � IT, ioA F. ar'dill " 71t�r To rArd'd Cta_ -I mr, ll� �_ r311 .n�,T"T, 1 1,15 �,,),, �� T'a !lCl,Irr,4 ('�dma, "All"211 N. T,f N', "W40 = - — I s. Thmilol Fibar Clonai, d Sn-rad-fouT Tr�f,nIr1qP e&rinrS &aaf&,rnr_I,_c_jaqr, OW"'OlIft 12o] � I 2 I 'Idt, 4,11 TUIA CD C) Z7 � 1 (Q M CI if;:rraft Edge Fiber g In or Eil Ora Doof (D > 2 4. This-T. Rbmr�,_!,�-o and SinClOr th' e3T iliff �-nqlout&ili XvrCT,h,j;'na1nara) Nonliff,ir t MA"V-6 6i NPI'l7ra- qttlxnct� tspnqtl� IZ11 WdI21 I Treb iNT 1,t'A cn . - Complaw. Ed_" Fit.qLaw,el Didar-with , (1) I.- . ... o m t4tiral (jraajsv1ptjtq.jn,4� X0. OX or QXO sa.-1 (n 0- _Yq,.raN."5) �E Y) (z I . Tagool M FJW,CJ2W1C and Snoonth-Sh r Noel- I Reese El aqW� Non -I rTacfkw�W, opaqua 12131?2`1:12 mQ Yw N" fr"IT, 40- CU 1 O_ P ibe sklaa CO -poste E146 Gabor, Door 10"I of F_ = U) _T1 4, aftiho'-f Sirmitam firoamnlyoulfwAng, Xy,ctr =0 —0 � — oarifummal - - 4 Td� Themna-Tro ribw�rlal and Snrtosm-��amar , No.1pi ',&doe 0 aqW, KlOrid inforreasnar Opal 1znl!M No YtCs W NTA — I - ,Amposite Filoo FPWF9 f SiTCgifir door 5 a lhwr�,'rwFibw-CA��I�arici5n)r�n-�3ta; (h n � W - Kj TO u t sw n ri � X ca In V a u Naf t, E, Numina 178,1�9 0 hAlwat: Non-1 UrdrentO,cil Droll 121,�1112(=_ -in yes r4ci N14 I oompanal Fadite 1'ria,ril as* sinOre DOW �Ah I ocid III flirs,entprovil,�0ril >�,')� OX of QXO .or&6W.:nQhfN, L� 5 r TlIWnTa-7rIT Flbar-Clafndo and stilmah-$tTa NorChtf] notr3no Amiraftwon-4mortansajot, opoolve 12PAr'.022 1110 yeal; No NIA FdrrIdo Dspa qnforf[:�rf 5uslionEd, & facif nal Rvai Fer,41,,r r 9orids Defdartnart of Business ,& Is rnboddnorW Regulators Faido 10 I Floinda Depa-lincerd offststainot & Proffeanotional Requinnor Nal ol conrilai �Edna stwgdam sing is r�arxfr ffi,dTI 9 Cudian-i ar.d 5Iaroprda V�WT]21 HAkfnij Coda5 aamini cfa -fdarth, 140a I Bul I Codes and Standards MIMI rfnalfannrilll�rldnrrarel �, comtelaimal 1 7 ti, Ftritirro- TrifFmcia-Cloar, aml 6� road -sbar "ka".0 Woro AEAWsUCTm,,hCrrrcsAqTaTt 'Esaino, I Iaipsp= lai '(- Nan TWA C,ornicati Eitnto FnalmCaturceralei,asor,ifth ProclortAiddroaral AtErnoution Detall FMCIIIII Approval ArrellIC Morn Detail Producl Approved Appilicatton Detalf sKielItafell (I refinon"Traeftresf A) Cr( TTT I __ ._____.__._________ I 1 - - I . - 1 ....... __.__ I I I ____ I - - I I ; � I I I �111 I - - ��_ . ET . ; ;x_; -1. - 4 r: 7Z7 I � ,� 1 I 11 �T 4 � � , : rrr r : � i� I : i:, � %��:� , � ' ','_ � ' ' tmdoiuratrm+� :if h. TnenTiff: Tor Firrile-iCbeirtic orn] ertarroIl Nil iftnoit�r!i ��lH�17t:�t4�o�r,lmi;,a��ll�,�'JiLiri�j Oppique I 2JI'lorin No Y'e� No NO - - - I - , I 4 � 7 __ Iz - I . I I _ , I I - - - - I __ I I � I I r � . I I I I I I I I I ,_oaC%&d � I - - - __ - - r I I I I . � � �: � . r I j � _�� Amdu -Tr r __ I - IT � - j. - --- - - ��, i 7 .. I_- --- I ,_� � �V 'L � ;�, � xx � _117� �_' 11 ------- 1. . - � I � 11 ;� �� - � L . r. � " " �_ : , , : 11 . - rr T I I C: U;� 41 1 � ... "I'll" I r . � - - : I - 7 _ ,r ,,,,' �, ; : �: �! �- �,, : �� n � � ,�� , , : ::: 111- . � 11: �nml�i�� .e�;�, �, ��W-, : � : I . .,� � � �T ,� .i;- � U -u � �1. - , r � . r -.1 11 � �, � -M�Vvn� �: '�D �L carroadidd, E'j 0 M F1 b oriji-din, DO w IT to 0 Tior ,Al or eforeA seolded �ioiwr,a"o.ut-.�o�m;:,�X!�r:,;,Xxc, � � � Qwk I � - I � - - - I - L ditl - __ __ DNA iseir - � I Egg I load I __ - I I kZ01LA! oda race LLL.F�� - ____ Rl - - . - . � 'L' iem , �, _ _; I - __ __ - -, 11-1 _ I I - r star I: � i-I I - - P �r �Umr M_ 1 w: r..0 -L Ads 2119 PKILEtaiftea go 4 TWITOUVOI a all YS luidtibeiiia C,oni M j2dEfoOK & LIPoTne '1640A 2 va Ada to AW rac: &'aaffya .lIll 2 _eL - Tg-- dcaddrd duddrenowdid, C sm "'. 1,2N,mdu in Lao -A-- & Wazil _F . Zabm laulwal M-tel &a?% am I'Lat lat,9212 ffidoditzalat �Qk= imawast A Uoldidl 2I IaLfttl Ildhil EaUtunaof amantill Mallak , .q: T Tberindr, IT Tor F ber-E.'IPetiff Fret Srfwtxn�iornr rNminal 68 631 6 ATtill,41tor'dritiovTOrquirt :�fea-d - 1 2 i f � 1 i 2 M2 No ye�, No NIA Minzinich N,o For In6i J'Al reirlowal oft I i Doidir ECCO, I � F R rr1T,__[r,,n, at -Ml - �,Ar. "i'91,120,"r I I iC52W, 1 �,�"M,aj AcI+ I-s . � T,,,�r'ilor 1,11�" If ITT 1, �"Aln LrIll � Br of, 5101,veal "j, R t Olfirt FF I'll,",ill re le,,r I,C 1 "TOET0001 INTIELI'LiTz" r"JUIVe2no?) 11 211 SIP.Til 20 ,Pff--d _mwasi 2L, �-] PI-T ma,_ dwi Ca___-1 Maret-toofa A_H1 � T-Ais rTm rTr Is Etc I - ViI I T'lo �I�s) r tA)&rCTrQ1fj I VI I �Mv Arinfol indrinionblin Edge fibarm-ur S"'Nor Door ra.g.v, Tol',fam" Nul) 4861M 71�Tr 3,5'slifff C �A.E'Clor � al - fT',TT 195-33W, pt- 62614 t�illl 'i4lit C,impwy W,- (241-8i"11(r) � non 3T, 2%il freff,lihipir-frineent, KII,n1io,firnfunr safifcattelav- all fOaWtx,QnAr,NIuifl".0 3 "Walisty-fr-1--, �ollklowrdwfs,d_� sualmat-nal Maloall r,;amae,,Id4Vqq,n�soN6lf, 10 ji� T�iotrl Tin n1b,cr er.'�a&'W[7,�'�lll:i�TT�Q��'�h�Ra�r rkomno[ 81dicififflitinksron inhinand,frii ru� Gi Teri -11,Iffjj��I�127 C�:�o,mp�ut�-tf-.rJ�lie�:�ibsg4l;ll,ms,:Silng��i�Nvir��iAtli I lees NOT WA C'mairri-0 milil e.di..[rn Merit . Ueling mR C."DIP". Amt1sat Eli JII'l I'll, , all ;44 EmiII-1, j- �T 'IF, C-1�—Roh-, larthma- Mal oa Lrsi IT,, sideltil tIT,eIAfq�4rC,frdt,rrnin: X0� CX of cl�Cr fulel-RUPIC0 P'I'Tt.-nTrIal Ft,difl LUMUM-P-WAM 11 rk Thenul rttdn� Claarto and Errindr,fear rrofrlfiotl.MoN�A! ri�lrrffnrd dranoo;a Tfopeti,ri'ron. inipeeloAqUor, n],aZNr ofro�', r1fir tL"T,l ea-'eK. ApPxCr1ry,J.ECr Aj,Tkjdsd,tltt, W. luitafill Dmm .: k aLMLIAtuLa�z &'gEMld-'V---�2A doduasid.UtUthat deal 12AM 0or I navene, Cogs F bitn'llutill, irgUble CkJoW ONTLIT Or No 1 I I 411I P,rition MMK 16,mbar W Minns PrOdwit Dw.nodl .r�121&d 112A.-I-11AP-4-11 N _"N" 2AE�1_1 faceduLl p2ca's, AMA ,pLHw-.m2gdl4mlff-v-Nmn BRUAW-U-M-Hil �",,�xi,�,,I�"q,l�Ai�,-t�W,�i.,� ohma .12h&-adill Made z i irtriog ed INaa (iros%vlii'lgll,o�J�l!:�q4sqrlq�I AX Of OXXIC.1, If� PlAtafi-10 LvjT, IAII,iflo I.In") \Arf� Mail WC,kov fjafsof�drj T 141 'T_ V ,,,, MA ,�44"YA��1.2mi �CA'-1 IW W 61123bad-n-U-M Ql= I MNIca,YImAaWDCxxsaT,aAT-d - Alm-tawas Mallass, llrf?roe�,s yo�� 'r- yan fare Zini Ti El w mi *" f�� ad". lasato-m ad ICEN, I1,..aE,edd �x��,$A di dad 2lutdaddleeZ Rillamist pauds. 12 i Therml F rer-onissic and �Ijnfnuflh-9dwr rJoiniii ed 7,MQI;Q &4nAl rrnbnaajljo��,GI,Nir�&d 1 � �)'S I I f 2.1 2'�T N, fien f1ja TPLA 4 'A' eIr'T,I Ato."U'. Wor. I `� V211214 "i lel W`�, Nor I Cornpurartic Erigir FibwgioaSingla Door d'irplairg)OUtswine; �'K norNirdainni 13 . Theni Fdar Cnaw� oed S�,rxrTh,1:E NTTTT,Vl,,rJ 7&03$�;O&q��l�i-i�1:11impadA"l�� Gtnfel 1.1113MENQ CO"nri Fdg0F_ibWgieeAS11n0I-, DoOFWTld� N,, Thin ter, InTIA, Eorreflono) (jr,W,ftCg,rW,,,rnjirXo, ox.orm0i vordligUratiaTil 14 If Thenrial FonT.Clarne and SM%th-Stg, hoonein 8&#M;o &qlaotlinal-noc,601I Gloxed 1�93V2022 t1k, TfAs ri4 RIA, z C�iolds IcTL Edge FlInati ffto a Door r1ft&WnP�0nOo,ebl X o3niguirationj 1� o I ratirl Fiber-011water and �":woth-Slax Nc,mwl Sitilf-39:0 &qtnotNoft4mprenL&TOLo�C, GIved lWilla-3224 No alf,an No T1111A, Composirts r_-dge Fiberight&s SaTIO- Di %irdit SOdielli I I I wriernnCials"Itnill oNor QXO _,tiquirstliffisf Flotida CeparionforT Of Bustre SO I Protedonorral Red dilation PrinT, I re 5 Flail a Deplaftera air Dnpi & Professional Regulation I'Lar, ZaT I L Floilida Department of &-mini & Fitolfessional Ratgulottion PTd.3d4 I I ri, 7 in e i Tr I f IF cer-ClattielTand Foreath -Stan I&�mhal ifingo-TO &qs,azNon-lmp%1i&qTTEe, 3lared 12oor= P40 yo� No r, UTA qdlIdirqCOdEre,TJ1`N[ eLtalitlanirds [arAirl I Burild'Eng Codes and Shindwris 10'eTTIT'll So loing Codes and *1andardI ,�Trml�z C"p�,i-.i44FaZ��,4"�.tz0o,,bk,DM-,�eJ,.r NIAJIDUO Ed -I Iam� t I Ralaaal reliefta",ill IT 9 _XX 0 r TaM0 ooqo�urvlfri Product Approval Applicannon 0-tall Product Approval Appikattion Detail ProortactAloptiosollAppliferif9on Dolall W I ` n, Tfo��i FoasT-Clanort wd frrx�th-lfflaifr "WIT"ial es,*V:6 M4�:,��t,lon-��lr,,��q3t,ju�*,�"pn,t -1 Z 10.122 P ,I, y - bill' t41A --- �_ __ __ _ ___ - ___ - _ -,-- __ -, - _ _ - _ - _. - _ .— � � I I &-_"-I�eff I __ I — - I I I I I I I I ;11 : I I e � � L � - r. I - - - - I r xidlok& I I - __ __ __ I r - - - - I - __ � � I 1 � : I - - � �� I � - I - ':Cm,, , mat. Edge falbediesia Vot I Door, Tal T,nTrrTIn linfro � o I ,ErXrjI%,Cr-,p: Im Joe_ 461rel __ i - I i 7 - I r � � T - . - r � � I � � : 1, ;1r_ 11 �� : 1�1 " '� � 12, 1 11 -1 � � I 11 I __ 1.1 � � � I r - �_ � ,� � I - I - ' - I - r __ � � �T: ,' ' ' _____ - __ - - - - - - I I 1�ir'�: : I T:T:� T:: j, ': '111 I I : r P !j r;:,: : __ I r -, ,:: ::::iL:r 11--il jT:,i�:::�.� - - I I I 11 1 r j I __eT'1 �! !:, :�Qillill!l�:lr:�::�:::!,::::�::,:F:F,::"�'llI Cl:�, �",�: _1 - � i U 1 �� I. alial - ri d i IT I IX I I r� Am ii ECTI at� St,: _'W,mT,TfqTTCa,[C,M ' - � &Cr i f 1 wwn T14CITT11TIMILI 61AK41,19 4C,"jlCCCtrE4�;mt_CC'4Tr- - �pl , 121`1�q2I72 �, E, rrf,__ No H "A iLlkft I - - . 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March 6, 2023 A 1 .2 - - I 1 I' 7 I 1 I l r i - DTI- I i'.�� :�d,rr;rlrr Cu,;urUl�a .:aa:br�hnrr �: r.1�R-run-r r I �r EI I I -i-r�r h 1 ___ - - ,I (3) I (11) I _C= I- CIO _M i L) +- -0 > = C-) IN (2 0 1 - I fill (__ = (1) 0- 0 C= Simpson Strong -Tie 2020 FBC Approved Products , I 'p dat , d 1 2 ? lW202D �� Simpson Strong -Tie 2020 FBC Approved Products Upiriorsd lZirilY2020 �� Simpson Strong -Tie 2020 FBC Approved Products upal a I -zly,ic-fril Simpson Strong -Tie 202D FBC Approved Products Upcelp:I $2f,o)ppl2iT, 0- 0 L_ �,x (Weel firel, to air jW approvars heed 6inovii, ,C,Ii,t,;g,tsi,Ra. M_ 11'�� 17!T?""h Por direct Inks in all SST approvars Istria delce, 9_tli_Q,K._K;jgj1 ' .N F a direu ling; In o I 88T zqar�lr I il, ;I All d belav, Cil ql"". i rJp 1!::i.L;", =� ,", I ��t i: or Cil ill" 10 air SaT arrarw2r; hur .x,r= _�_ tii -_ - �---� (1) = M = CL . it Zor edditimall lrularralturl sagaliffaing FrAuln's lRatewide Rollout ApprMqJ SIrSicnin end elarri]�Mdo r'ourg, riarl ofpnaliptlun;� 'e0le"', , I __ � asmag,o�N14� I,, - � I I I . I Lrr Parroarial infecruplorr regents c Fklr,�kr�, 45teltell Pax-JuCT! Atir),n_Wle SL ,ja,�`r Mr I j1phi lirl i ccn�y 11 � . lll � - ,� i _LRE. V4 - ulftk�,��,Vjletcii� ul QJ1, � , 1:i % r , ar Adatiorl roxneril n,l pur,*- ;:%O_tj,� -rru11VTAPf,=l,e4 �-�-IPT and W&FIT-Darel Gal Nadi ol"Arxialtafte, '11i '-_'- . I _ -- r or lid-onol intotaninon rvilardle,"; NnOdo"i lwarte wil FIT pull uppirtirral sirtiuro Mil i pireflus-CE10 County laurRe � a 4"'apluin ul, �rtln W 7' ll -, 'I � ,U H2, I - - I - _ M K� - -Fl (3) (3) 0)0 A-., Cili :tf FLGLIJ& FILMiN19 Fl�#i I i . 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APSIC10, A��310VJR, -1i'l,13JR, � Ra__JUJ��aa tjrUfaclul' tera-un, 3 C-4314i CS16� csf& C�62u, C1,22 Called Siclos Sill" andhinglatsiriansing from 9�114`lo)W. = 0 L1_ = - FLQIM&G rU , ,,I j) I 0 APIJ5441i AP'l AIJVB66P. X-11,1188, AQVB5&R, AP"JUIDID, AP' 'jJ 4 1 c',clhP10 CGHP1 8 7 __ Caled �,;;J,V� T 5 a,L- 'S, L- 3 -)� Ii -, RD GJI&K-Sz , LG�J5.2l5l,SDS -or F ,�,Mourlt hangers - -4i , 11 M C M 4 AROJI-2-4. APDJ12RR,AP0JT21 6.APD.ff2R-0,AlRVD,Jf;1A A.Pl 72R it, APVLlJlj . fir, T!L Ould,epi k,ruil Del 6 C I S1211 8 Cor-niaessiciritTeri Strap 14 - LU LU1214, LUZ--% LtjM� a 216 Fattle-mixint hangell ii C) > lilil P-rodijigtMI&I-Migiam Proti Ill Jtlfilf�lstl APi,17il 6 rljP, Sqa, TSP Sill ba PWe it, -115 LUC26Z, LUC2107 Flision-firil hal I 5D10112D1135. Outdoor Piccerse C:urneare i civew & APHIj APHH4j3iR_,RPHH6l 0, AITHH61011" outcoor pr_v&,):%� Heav't Hawgtf 7 Fill MuA, 112aA,, 93, HO, H?Z Hllti HIOS� 1110�2, i Humca-, 1 - 11 B LUS seflas Iningirm. 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SOCI 21014 .Ta � N% Stroog,Dr SIDCP-imlhar-C-�_--rx , rr BV2 Iiii 'Vileraor Ladder `�,ruorel 'no 2 l. -3 jjf,RtF�_�igiijl r, H';Si`_L,-,4r'�r�l1,f H�Ilf�j,l 3.8ii ufuSul-SIri I Hel amd ��cal 15 Ill service hangers Facennolunt hang ints avamble W, eurdth a rang"rig foui,n I -Q` I (Y' to 5- F-0 � - Cn SM-F22,112-L SOCN-32133A SWIF2719:6. SC-Cli P CH � 2Z CUT 4Z Concellijil Seam Tes -, -.' ii FIST3 ill lr�l`�T,3 Sal straps -1,18" and heights rang.ingfrom li 31161D !C,,I.T,' , ' - DCF I Write 3LK;P'2243l IOCR221112 SMR22614, Sl �Z.-?K 5WP22Mk, STP22912l Strong-Driwe SCCP r-C P Screw lir L I C-T _`Sf_ Z;� -�!I17 CjT6Z Carrinallad Jols', Ties Heavy -ko-dRtlec 12 H I flil 66. H1 . S20. 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Pr'-', It � l ]",At 5, 1 T'S20 1-1 -t Lq for I ,,,,,.;t `� fail Would heig Judy us n a Ing; I torn 2.518" to I 1 � I jS" Ill I 6 HiCJ rid HH4 HHF llealry,,"orcel J-5tTre Healoar hangers "! P � 2-tt, PuCl I Pl INIST31, fd5ll"48, flutz-641 VIS172 fulliAournitilirdso lecim,r f�aral- , H S'trap�, FL1110074M _ 19 kRAlZ Knee Rl�mp shilml-i 1?n _ NZ,Tre jjud,,r-,4Q MSJ'411�� tilluil"I'Al�:.jl jdS1Al8,, KRS"1421 _24, f.i,,F,L l A'S'"k3A PASTS49 SahAr'bt ShIll � FL*10flil _ 2) 1-30, L50, L701 L90 Anue�; Z,Z ril I �� rig -, I u'rin hill j I ,., ��, prRy4"did, M �,:Ir,li�� , -c :1 I _, 1� 11 _ i a sjhaiulh]Storpr� 4 SW Pimdgcit Migull NuM ber or, Noma Priddright Doscriiii 2-I LOrza Poet'C"ar 25 14,11,13TC4BEES, �,`,31`1-15665- Pre-2-nit All 1"'s, -si Product Wil Nuufltisarorr�Narrl Producitilidassithatil2a t ATIR318 ATRUZAl 4TR,W4 Titricaped Runs 22 i USW LWil 11.544� 5, ker,loa IS 6 A ng le� 24 T all 1i lil,ii K�f., iroL.Ttl4d., NIST115ul, jole-P721 , - , -,, h�trsoltt Staff i ILA sea&-- harigins Top tiontpe hahri at$ available invilidths ralging insurl I 411161le 7. 4 2 ATUrill ATUDS-2, -AT UPS, A71i ATUMM, ATUDI 4, Alrul Murnmurn Take- Up Drorce 233 ]i l', iajrrtylp-� Corinecit-3i Adpjairl lilk7 Stair, 2.5 � ort; 1 _1'r u,liTS - d, PAT �R 16 fur T S X uATT S,�rX, fill T o,0, NIT, SWC 14-diorriT,"unt Sirrl,r IM" and dreginto larigicit 'Forn 7-1fill" to K0 3 r EiPail allot`Z b1i Bic-dul BF --ill aprata, idral .3, (SagTUj Sea ruir g Plarl 2- LASW51-Z LSSJ26R_Z 1_qSJ2_81l LSSJ28F1Z, I SS-121OLZ LSs.j21',iRZ Ii Adjustrucle Jack t kariger 2a �, mj�lt Ll ""I r.;,;bpr % ulk-A2X10-121, NI-4,2:02,12, ,ollii)-ll ',e:rA2,,'2 `16 Broligitful 2 DGBF serieshaingera Topfisinger hangers stiselable in ivothar ranging frorri 3-F48"to 7 4 C 3ul CIlTiAl Cnilli'V53/11,1� CRTW3tl ChNN15M ;jf2, CNW314-5p) � Couplerithits g5 I-S&-Cir8l, SSli i SISlrz 7� 1 C-n-ii "A-r LSSR2�ui I , R410 F��l Aei,,[,-,-.,Vabl&Slc:�nL,,�,'L�,��,key�--I,ie Hanger I 27 RCull R',l 0,4 Sk,46", I � I Ill andireights tarond; rualm Ill I i-Vio, 24"L -� CTLl CTUrDS-5, C_T;Jn�ag� CIFL111i C �IlWo, -_RJD-,, CTUD57, CTUD88, CT LiQg7 t-'oupling Tt%rk,*'Jp Device 25 LT]i __ll Thi 111hroic 2g Rlri:ull:i� RP!d22 F1,1:d21 R e py i r 1, ustrif iatirs R 3 Lv�,F series hangers Top deals jorn gets er, iii re lin ca chhe to n g ing from 1 - 1,710 3 z C-ruDdol Cmiciggi 21, Mi hIL24Z. W26R, 'Al M11= Are on Z, RS;14 Sill icl Plare, Connerjum W' and heighits ithriging firem 7 -1 i4" to 24"L 6 M, P44, N5, He Hii Hex lipl,Im 26� hall Ii Tre-DaNlar 30, � SP, 11, til-12 $Rd, dupor till "Ll 'S'att ld ,'charp Tic, 4 liiv�li series harage,la, Topflerelif hangers avorstre, ln upidtheranging from 1-VaV'tc 3- . 7 RTUGg. RTUL)3P-. HTLICA, RTIl RTUDd, RTl RTUF)7, RTUD8 Walicherting Tak,ii Dil 29 N11W iG hill tot Roat CanneJor 31 z�PH4, ,aPt in' 141fin 1120'ey Aurd RA-C- Te Sell umd hisidol rairsirgilurrum 9-114" I,- 24" 3 T Ull TUUIQ TakinUr Device 30 lds`-I�Jl ?AMLUL`1`p_'_1. JAMU-26 r1lit'll-Vild-2, NIMLIJ210 ARILL-421 ll� f,Wl1lZY)r Mill Fact-Fultrulat hargars -3�21 1,r$t ,,,, 'i�24, ls��T, �is4,5 'Siold siliner" 5 EG5, Ill FW sernsis haragers Top things, her gers irrizipatus, inut,lidtas to thplog finarr: 5-11l B- . � TU'Aigal Take-ripleval 51 1,4113C R5C;P Prior F"'aLmdDry Clips 36 R 815J, S712, Sl` lill SIZ2, �lj';�Rrur 3T,211122,5�2'1n-_ ST22'15 STV215 St-15224, S Fazti.1 Suishtm damps 7f5` and rarogints ranging from 1 1 " to 32-147' 'M ii giall uplift Rod Run Tardown System 82 PAT -11 Fluor I er-Dimar Sul 1 llt"jS, rh�fl, 11 jj�hl' "i rRuip Mlia rl`654L TB-'A� T864) Terqbr tocizinr, g C Ill se - harial r k_1 Top flarige hargersayaloolls in Wiliths funiging litur 3-W to r- . I I U RS4 iihi" Upid, Rod Run Tiledrarain ,%stain 23 RTC2277, . RTt�W, li �'?Z� Fri C-1 �4 Rigio Tie Ciannectors � 1 l di 71higil Oil Ir'.1,161 2, Til 4 Wall 6radri; 'lle" inin juel rangillis from I JJrW'hQ 32`� z 12 ORS6 We ' U Riot RM Run Tainci Systern � 54 - 6f C, - C T, 0T f �, r i t "I Al ' L i Ime;s r- jL-lu R l ll,r G W, I, lic, I . ,TL, - ur Q'irder F undoluan Vol ii i AAR li 7 fllt's ,-eri hatil Suptel. hangers avaniale, in urinal Tariling from _311,V to 0-ths" 1� Il 3r4' Uple: Rud Ron Tistionan ,S',yateeor . :,I 5 'rx:!37� T,-c- L' --; Jack Clips Ti , ,137 all 06, ur,l JW, VVS T 216, RVS1 StC, VV61 4X; . "'JoV Brocilig a,rd heights wTVina oran 8_112" to'219'_ - do Z2,L Z4 � Z4 4 PionaJ suffenal ii 8 QLTV senes hatingers Tippiflangla hangers 5varable- in vedths rargin'torn 3-11l 7- luit''llrdheighlisningting frorn I 1"In 37 ELVIll PL00031-ill 9 i ael hargarr$ Top fel hangers -erristalriel in Seattle raingrig 'torn I lW _ F 7 1 6, to _ FL#JqJJZ_r85 lRi` ard heights ran,ging finarn 8'to 39' -ft9i Proilli M9901 � M901 D&E x 112102 EEggli Uff&UM12n $leg lit � - . stmg Pligligioll, Model, billiMialf.ror N Product gescripligh 10 HGLS se-ais hangers Seades. hanaer, allainstiAs in enithia ranging lilrom 5- lia-l" it:015-75' _ LU I 0TT2 Hold-down Sell ift � Product Model, Nudipbsur Or Name, product Description _ 11 CBH2 VxS5, CRl 37J,gg, C'Silf- :17xg 75 Concealed hang&.-- and height. Falrelingfrorm 10-1f.-l'ta2l8l - � VIC-allCriall Hill =.- Hold -dial I AHEP - finfiveltaMe -isl4l Corrector 2 li [)ttU, GH UTF al mirigers - haraill Face-nAlunt ,11i Dripi d,d aRia-Plange (D41UTF) t, I HULT ino ties harl T .41 fai hangers aviefliablit inwidthe ranging form 3-Ilrd" ti 3 H 1008, H HDO I 1, Will 4 hloldplcl-�m � CGCOR, �C'tafu rlsi'�!i.l_,sj1,)t;1lr, rhe',!R 8'flag:R, rlAc31,;,AD,;_-"r Dta; Strut ri= ,l N k - a r �, � W ila b j, i in v A d 'in S ra. T r 9 -h g Ill ru r n -; - 9.1 1 6' ll u A - 1 -3 ' a - i d rl i i q 1� 71' a ndheig late ra n @ ing from 7,1 r," to 3'2"� 4 HOU2. HDU4. HOU-5 HOU.B. HIM 1 1 - H Dril 4 Hotd=dcv,.,n 3 GRC Garlic Blace Carine-Ull longing irorn 9.118" to 2-14 &M 6", � 7 t4GLTV series hangers Top flange hangensaurmlill in mani ranging learn 13 Val' to 7- 5 li HPA35 SaWsitille purlin arc -or .1 Hi or $, d r -, P4 . , H'CoFIZ l< His C�omer Plais 3 - hill Q.31-51i Fid:1_1;lr2_1_Sll HG,',-�,.5,li-SDS, HCU15u,l!,-K)S� HiLWM-SM HGli Fans-rnount hangers 118" andimichlo Fanging froml 4" to `t2,' - 6 L.STHL)6 LSTHD8RJ . Strap-sitylie hold-dowir 5 i fl IRC,2� 2, r*11f?CCZL "'e"C42 Z ��2! 1 ifluoCotil' I 81, ilifiliTZ44 HHEQ5 25i � 25, Fil-IRD5.37,13 12, Heavy H ip to R dige �--o rinecaors, SDS, HGIJRUC�MS 113 Ji se,rars, ringers . TV fla age han giris av ailab [a in erdithe Flu rig ing hilorn 2,,Iad 11 6" to 3- Mi - , W.SA, MASAF Foundialtion anchor smp 1-0-ii'l 4 HGilrli series hangers Face--moun, harriers I file in Ire as Wilinri from 1-I'Litl3l"to 7- ' avall -AL gil and heights ranging Irom I 6' do �g` 8 MPAi32, MPA144 Sbrap,style purfin anchor 6 HRC1 Oil:, f-IRC'M Hip Ridge Corrector -1 3t 3 " an d Ill le g its , a n q ing frorn 5- �Ul V to 1 2 , RV' r4 WOTF arvirlas hangers Ten fUnge joist fargetsar aialible jr, varthis rargimr, firam .3-1,18"to 9 PA18, PA23, F-Al PA,35, Ill PAW Strap-s" purlin anchor 7 LRU26, I R J28 Llil LRU212 Raftiar Han -gar 5 HHG .2 ,S HHl �5-SDFS� H.MGU5,5D-Sl Wil,15 6l ,ji Cia-SDSr hi 5-si-) , Fiazo,-mtuirlit harippr; -Sr 1 6 - ill rardirrigi R"L ;_i-5,0` to IS ll,pf' 3 `V'3nd I'l 10 RA118, PA123, PAll PA135 sirap,sty�eeurlin anchor a I.SX10 LCVSU26� ItSSU1210 IiAht Slopeableo3ke,liatre U Hari HFIGUID 00-SDS llS HUTpL HUC'tli al r"rurger'S '�'cpiianv,'�iiirgerL�=Y,-?;La.��-��n�,mc�lf�srzt�gf-t� rroml-WilOr'lo '� 11 STH]l STH010RJ Strapi-styls hold -dal P, I Ri jBf-6i Truss Rearing F4rih,sricey t", HHUS2l HHUS26-2, Hll4iS2io-T HHUS46. HH11 jfAtd, HHU-3410 HHuS5 M10 Far,e-malunt haill 1.2'andheights longinglialul, 1.771 6" to 115", i,cnool flarrige 12 M11014L STr-]DiARJ Stralia-Whien h-ld-dowin .1 0, TC24 rc2e. trii 1 Cal lip H HLI F, 7 250 C) . version .11H I it � T F � al a Is b4a In r at$ roptle IS if a w i n g %loreh le ' t I , qua 00T 11 7HAN,7HA.21�R,THA218, lHA21d-2 I'HA,�n2.��r�,,I�H0,41��,I-HA4�8, l4AC4l8,TFiA42'2, Adjustable Trass,liFinger -,I 1 - ii- HSUL HSLJRC, HS1,1l series hangers di �.k--v.,edfac�-r,=,,--4ir�iP�ar=�,ei%ay2iL,)Np, llwidthistanpRngtral greater hall VVI 6" -HACA22 71-TA4226 T1HA4',R`-2,TjPA2&-2 IrFic,triff and -AgIrlarAri 'rTir, 4-&4" 1f) 111,�,,,%oi' 16 1i el.-Jes h2n9em l'upflargirs fourgers avwlfeble in vadtha ninginA ftarril-glifil'o, jr- 1 ��, - , _ , r � - 'rii ae��, T4Aju I "', THA1322- jkar[M�' 7"Hral 7HAli' Fi�' I i22, 1 HA Q122 _ Adju - o Klinger .i- asn, Sil Trus I I I -sio for i -Jij -L , - Ill -1 1-3JJLCJavadAjjs�lu,-,g Coriceabu inga v,�nz iHSLIR Fid I I '118" at,($ insight; purg-tag frialin 5-MVto 28" 1:� THAL4212 Tinifilg4'r-, S"k-wnd 7,lls-� Harrier douLls 2'A and 4X ri'MeN orriyaloor.04age rcroor-WaJi 17 HAIRH series hangl Top flarrela han gro" avainh or a,l4dda, ranging 'torn I -V16" to 7- 1 4 T1100,26, Ll"HiA20, LTHIM Muldlilse Truss lisigas 6 HTLj2d,:HTJ2l H1 rJ211i t,.TJ26__`, I- I Wl 1-17irti-AC -4 Facie-Mouni, hall 112"and ha"ohle raingias ftarlo 5-3jr to 52", 1 F, TH402 4 SCIS' TKJWM�SDS3, TAX jaii 7HjU 262'ar hlurhpils Tfug% _ja ,JA4,lO g HU_:HLC seiries hangers FaCe-MoUnt licallIr our� eVealluic jill �eddila raitginolthoul t L 'L 9 14me" c , I 8 IT S S eneS h a n g e rs Top Marna i�ioripers;,ivad,,4�iie:!"n,o,sdfrts ranging from I Q1l6`kR'!lr Tiruss Spacez Rut tia�qt 1, f-F is n d h, eig, � tq r R i i g'� ng i ile M 2l �7; ii '$ " lic 1 7L I " 4' C,o r- l � R, a eal V F r I g a Ser, Z, n d 1 1 ii i -0 in, t % to r, q i n 13 fro i " 9 - ! f s, to 1 6, 17 VR4.21 VPpl VRRAVVial VAR, Va6able Pilch 'orr,rectors �! ,,,�lmilcn MWl avajras4e rOT - Trinidad pa""vel 'MOm: eflljz In, or 10 M sinies hangers Ti:,,T;f,iango��i2ti,gc�rs,ivai�Lit��.�:iri) laidthof I pi and height,, 16 pT :; -1-1 ViteyTFuer,1:1p greater �lrrsnr 2-9f 1 Or', iringing fr lurn 5-5thl" to 7.14' r � G It rIC0 1, A i (R-MIrs, Puc-01 �8 1 j" I -Sn,13 it i U002 fl) 2 SITS, HIUCl 0 _3SDS ; 41i:1,051 0- race-morint hanoeu; 21i MA series, hangers Top, (pryip hangli -walawtip 11,oralh of I�pftfff'and knights - I _ _SI r _�' I , I It " 14 _� 1, ill I _-.'.' _ , iti,ir _",otA �f 25I I Sngi ti (.- 0i , - , _)i _ _ ,_ SOAS, AJc`L,�)410 Q-808, HLIC04112-80'Ir .,,r), to no in a ro in a, �tffl 6�' 'I, 13- -1 IS " t�Dbl 1111JUrr.16121sil I � 11 1 A Simpson Strong -Tie 2020 FBC Approved Products Updated 1,1)�W= Simpson Strong -Tie 2020 IFBC Approved Products Up,jarrid 12-'u-112fil I Simpson Strong -Tie 2020 FBC Approved Products Local IV,p, MI=i Simpson Strong -Tie 2020 FBC Approved Products upenoor i2eliff6al Revie 'y 6a I R evie ill 11 iaM k ist, Inc. 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W- TZ2 aVI T 2Z s i i fli 4, 1 t 11 I 4 i 1: T 1- 1� I 1cligarrm S We I arutl Types 304 and, 316 stain Islas steel larplirg harnia &M-in 13 Iii i hi-ti.jS2210S HHUR2110A 'Fauer Range, M SW_qTAC_.-�1kS=` Shyall 1 1 8 mil (I ', Jar 7 T 1 to n H T, J ii 14, TH 11)� KNA3, TH 0: A 4 S S% TH D 11B SSl Tn 11C, _"' r T il i C SSW Then HD Heavy Duly ScrewAnchor for concrete and r7urrearilly, .1 2$ Els� LEW', LE06 LEGI W, hangl . nunp,rl g praq, &I It' to g_ 1 op heads hartgree Avalisred, ill llud,as, �! - -11i5r -�'P I ,111i ,S12 StrilloTm& - . I ,,iRU d Rum ts f ils , , �,� -�Srakii_ "-, h hox head in clarscul raosi and T,insoti :.V34 Spa 316 litte" and hialurits ramloo lituip', 9", to 3�1-lr.` I - HUCQ210 --,SCIS, HlJCQ21iu3-SDS, HUCQ310-SOS i, )l,� "longer - I ��R S�PL Ln IS P, T S P h an d Ro, Va T tmq slarmlese still or vel co untersurpt unced in wrial r dallier I an d 24 Ill 5, mll series In ongers ' T all f W rig el f un [go r 5 a V is inside 1 r i lulup U r a ta rig I nd Rem I,- I'll -to 5- 4 THejW.-n-tr�4Ui.T�-�OBH2,TMC�BFI', I . HR.01-14 ll cil Hatil 2r' I 5T. - � ill - I usti -lip - '16 ishenlo5a slice; I inna 3 (n 7)'S" and reigintr na�iging fir,rin o" tc0,'2lti7' , I 'R_tS 02-si-is" T'i G j�R�M-4, Fl, Tl� u3 Oltl THig :� kf'.-� :M_ $4 5 T t K', Qr4A -St',SR Jmlr� Hangar L,`,14 TB�r 2 "Fuss ,�-Rci� -, .nal ail Z 7 ul Hf) Rod C;r.APrl ITH11t)",81-ligill TH116W,41i TWn HD Tili,roodecl Rod Couper ha� concrete, 25 NIT series hangers _ I' - Top fill hargate authishis ill ruiddre - , Ig Tro , , n �J f R, 5' to - upplu " 6 - _114' THOWs-1, TH(Aill 4, TKOWl I _L�'V,rl A _iujv� Hanger Zi: I Ttvill I russ j,iRACvonelurA il L -THL'&Ii�IC,,qH,Ti-iL;'C,;-�'It�6RHr _HLL'31'_E2PJ4 r tan HD Threadlard poll lhrkrc�-ner [ - -iHf-15,-z2=.r,H�THC,IC21'7-�RH) T, Klein HD Threaded Rod HarBelf tillor concrete 1. I.il and heights corgirig froin r- TAt" to 24" __ �w PF, Fill PFUR ill __ , WUZ55 sell rilar-'ery Top dangle hirgail livailadJer invlolitir at I .2116"lore haligghts 10 Vilailorge-Alf (VVA;� " -AVdgiB-Alr Arl lot irnasuati, I � _I____,,karg '7_1p"� ftnlo_ - � - I'D . FJLM.L4�ll FLOI _WAl a) Z7 zu 1W M series preninstla Iddi Full connector �rojpfsl hangers available inmeldis rainging I,ml 'Elarle' to % - Azu agglitz Mal Kiltifiiiiiii IUM FIM,&at QMnel _SW ,gtj Ltdat Nfull Mr lar-Nal Eai tMb.-Walitsawden Elm - VOil' and hisights Sangmi; i�,-Iail'tl ,i'2'� IF CIEFlAt, i�ld Geubja,lamnrip�cdl TivasAirrmor 1 CCQr ppi, o", l';aSkiCiG, CDOMA 6_M;[),9i-QQ, CCQhI1Lu fiD-,S)&,�Cil CCTQNj 62-SOS13. Nbacani zorCap,,; .0 2 �� - R�,TR FIC"TRi Ill k I �! Ar d3 _4 r 5_ I M , f L� .L� I , -S GirderiRptfolit Auo�w r , Humca triL I a I CCTQ rill 82 SiMi (_-C,7GXM5 an _qDSC CCCOS113 52SI.)SP3 CO!" QfM 62-SDSG - f r ittuiL ,.L �_li�L-4r�- ilk,�l� - , 11 _ - - 1W 1 =gaMUWJUM&MC2i;bUMe AT-X_P Pgagm-0 Masi A t - A F I i h - S lic n 9 1, V i Ac k y gn A dh e, R v a ta r ic a r C _ I, P a r , r, a 9 int n r -4: y I ELMO& =_ d : HF-TA12, HFAIA HF-r,25, f�,-Trt!,24 HETAurf) Firifisiderid ] noiA Arill '�, Ffrl'L<!ulj13 tV,r<,-KT 1i rxil,1�4�62G=�-. 1�rXLCI;l filjll`;�Ki, ECCU.Clildii]ii, 62il-li - fila � lady P "- Cal 2 ET -HP " - ll pl,troy,sulthissive frilirmersial �= 5 hL=.rA.'_12, HF1,91M, HETAL-21h if � mbeil T,,us Anchrri __ Er_i.;LLrAjdL;4,5Ztj;-KT Fr'_�r_�LLrJrA'Cl&'-_'D�, IpTr Ec�CL,---eQt,!C,�_;t�ZP-- RT, cCCLFZ-_rt1T_)4 0,2311 71 Slm`_XP STz-T-XP H,gir-Sidength Epoxy Adhesh-e Far masonry §Sgl 11 Frowtigpej liblahbittorglamid ABA44� ABA44H, AnrA48, ABA40R, ABA15i AHAJ56F? FC2dappt Dilidiggirlilition Adjustable Paid Base 6 I WoRMT), HNill ii Taillu H1j1:3A�'2,.0 1-�11-1,u24,111-1ETA40 1"fasorify rattir fitclail nop,101's li alqy f [J,e',iulJ,f,rJJ' 3 KI , ECC i 14Q, Rill )b dol", K f HIGIMI'l i f3unglu: il], l KjUr,'17:00, HGLI d17 2S, HMMII'00 i la�, Y rldas�onr y Hancrars 4 5 Smhonri,�Rlrat 2 i,&I-1`82]i - - 3 SU, � Ten 2 J7 - Sipoilic-Bit, 2 raholligis Amcdor for allialunrity � . `rten 2 Sn.nese 4n&rar fol Conerate, (D I _alooddIrd 'TP1R_H,sfr,13, ...) I ^ 'll, 2 AFU44, ABU44R, ABU41l AB04W, ASUsZ), A91-15-13 AB065, AFUll ABLri ABU88, Adiustable Pont Base, 6 i r2, hiT I ,11-81)K 15i, LR"r4�&3S`, Gtirdl Tilisda,l 4 UhtJM26.2, LGlJf`1uRl:l-!1 LiGitIN12'.4 LGl_;nf2&2:r LOUill LiGill LCUNQQ-2, liallasrarry Frearn Ha'arts 6 Tftp HO T HD-WSS, Tr-,CCS6��-B) trison HD HeRlsv-11i Suchisek, Arnholl ctincreat arvarkbile 41 3l %ad ASUSSR, ABUM0110 ABIJ1010H ASUI:fl 2, ASU1121iff? 9 112"A2 Later;a _fiu�s Air. -I i0l tlC,Ufd27;l 1-'pLJjV'1`I0 4, 1 QuAla4r, .SUrA4ulJ i 1000-110 or3laf,to�nit-f,�-,�T,rc-,�-IvAth heir fassi and,416clarrullesssiselil l 3 id IF , A&Jg44Z _,AE,il ahr.1l ABli'V461"R. Mill AB'Wl a piel Actlustill Pord Belief 10 NFIA12; hfill META18, MEETA2210 MFT/Q4, MET A40 Ernitaocled T mcn Arnhor �7 2h, up 1 125 WSHA3.12(9.2-1, Mid-iAl '6, %ffh-4o1:ojur 2: ,BHA356P_2jl 1`08HAS',ifull lvltuoorr,� Top Flel Furainu Hangers coural head 1) 4 ACA, AC-4R, ACEA, AM Aaak Al Post Cap 1 1 NSTAll MSTAS'li MSM:Aiii Mprill'C',jurtin Stop Till W-5ani Ill 156t'! 1 88, 1i llM 56l M+11lu,", 5611 d, 61151FIV-3 rAM 8 VISHAS 10", a- 7 Tli Tinian l7ITIF) Thsin Turbo Sicrely Anchor for volurfliper or rnaslorrry CY 5 li Ur_45� Bli 500l Erl U(;b UC_' O2r2r4, iig;�5�_,_3,B pil iiSip 12 I,Fjfdls� Ml��Il Hl&%illil HTSW OJ Tv",U, Strap ial Masorry M&W,',53�9 25 WSHAl 1 25 all 50' 1 ,58 ruRrjA5 5C'14. fl 5016, - e, M44, M48. CS48 CEIM. CM 17-hodded (7-nifitl Rasa WHI-hribr-I'llt" "' M 7 CS5(g44-5D52rCS5(a46-Sl CEi,V.16Pj�,5052�CB�-QAO.�0-52,C;8508-a�-50,152 Embedded Wirryn Close 0, fill QR 1,r 51d, 25, M5HFJ;3b6.1l 1,29, Midi 103.58i'll, j. 5, find � RJ,'.,1�,,,',/I 4. MISH L13. 50) I il - Masai Peani jluriqev� FLM ffM-R > 8 CCl 5CC4 ECCU Seriest Goited column Cape 10.0 W lariging from 31hlR to iul11`7' Rod W2 ranging Maw. VV8" n 7-112" ELJbiJ2J:R5 Npil-441flt 51di'l Fl, M13HU560,1_1 2% Pol 9,011 25, ki d0i 1 88 -V1nVU5.5C,l4, IdRi !O(W, MHU55CM §011 EM9=1122M N9M0ff_QLNAi . EM99igI 2M)11190 Co 0 9 CCQ_qDS2,5, ECM-S�,'32 5 Series Skii3vil colunir, raps ell VVI ranging torn 3-1PI"da P-IfZand IAQ raingirig frolon 3-56" to 7-112" jilitli 1 Prody2t Midel, tJuLpkLL2LUA= F-Till Elll"��tQgsj�rigjign Ul Tension Tie 1 . X_Mlalgl&�K_ X,l STS16, X1 BI 01"r,l T,rQ. 510113, XQt B1 018-4K 41C,41154 Staring-Drimo, X NS4W Selflir)rill TRipphig iiirro�-_,A#h wa rinill Point > " 0- 10 CPT447, CPT66Z, --PT&VL. Conaasiled Post Tie Basil 2 HDIZ li EjolitoJ I tridofef.'s ZiLgull Ic - A XL01 1 415,31224-2K XLQ 4712?4� 412�24151joiiohnrivsl � sago-l-load Will Self -Drilling, Tapping 0- 1 1 12 EPFA4A6 EPB44, EPB4,i EPB66 FeS47 Embedded Post Base Embeddiad Poet Last 3 o 1038, I I D5B f1WR HOPU l iTT4, 1, Mrs, i lrr�.54!ir,f Series Ht'llearel TionsrupTies §99�# Pr9guet M2do, Ngm toir or Name PE20_gq_t DeMirlplial 3 AJV50A4S-I'r�24,XMQ1 14131224-21K Screvai'liedi 05 Difill Pil arid Large Diatural Hex Washeir Had 912-24doaturg Drive )W Madiu ell lead Middle Self -Drilling, lds"%,. Ar- _% %W.O; < 13 LC844, LCW Embleaded Column Base 15 LrT I 2, L'f l 20B� LTTM V , Lip hill sup on � .P& i � SYlu"42ZCit, ��'VRIVZZ33A. SLAOMWM SIDW224158 SES11-1-MO. SOV022600, SDINZ:82a, sclil"i -%tyi,,,lj-C��r�(eSE�-�VE,��rl-P'Y �r!TRUSS-FILY Screlos, � � - 4 "Qll dQ-_1 14E,ll 2 Al X114SI224, )il'�Il I 2SI224� X01 12BI1,24-2Y, Tapping 5lictiousuelth 45 Until Point and Medrior Drarrattertitax 012-24$ttov,.g-ClrlveXtlt,t4all�ot-Drih�r)g,'rapp��,[g derser,svilth #6 a am� If 14 LrC_4Z. USCOZ Lol In Poet Cap _'24L Call Point 0 15 16 Nps"Z, MpaiDez, 11MR0887 Pi P644R, le", PEW, PBs6R Moment Post Rass, Embedded Post Base Will 19L " j, S,CYlVC1F4$1l " fifiCIS&K dj�_,YWVH10300106, sourtuW94(ii SLift,afHl1u)dl.u`.jDS, SCN'VHlsgC1,i sCVji-1ID10l Strong J-n Ne SrAYC TR USS ,S-urc-w lorong-Durlus rRLfVVH I rOPIF-ur-H EXSrc,l 5 j(JUMS1016, Xi,ild4gultuld-511K #10-16 S'slarrg-Oplue XU ludstal Sisjit-DrAl Tappring Selishe rall .domft� =; � r 17 F4S44A Ragall Fil ,, E Ribadeea Post Bass 4 L _, I. dr)'urit-127401M, 91litili-Q,'ohl SC-VVH_)76tuY3, SDVMI?rlODJG ,�iDultul.271200jii 13ThdV`S_1r�l Sill-ii Dur,l e SlCl T[:vf]3�-R Hr � ' i:X; Sirrqil��v - Elk H #1 Drill Fliont _0 lu 19 P51.16 Plis-110 F044�16 PC46-15� PC43-18 PC64-16, PCW-IC EPC44-16 EFCABliB, EP--48-15, Round Post Base Past Cap JW T Broci Model, UuEi 2r Name SBI,M,24, 5B718x24, S61x:30 Product Lisisoriptiran 33 Anchor Onlis h d "�'INQ'nl ��L!�11:11'1'14��lr4��l�la,r:SD��'�Sl�31;'�, f.ElDW019bill SDIVI&II97112, '.�'L��s�152.1430,SC,'ArSZ-71-ILV.SGVV�-z25-,-I SOW 2,SXi ";,1xor:g�DnN,O SDVVS Fid"'it'diriG �darevv Sliorn Dm,nSMISI NIBER &c.-elviJintil Gitaldic) 0. 0*-% %l M54-1 or i 5 Bolts, 87ANIM22CM S,T`r`�R22,,M, hri'lludS221000, "SloArS221100 S0WS:22l,-,v_R SCAR',22MC FLMM-RO I-_ 20 '66-1 li PC44R-' Pi-M, RCEl PGRZ, FK,-BRZ EPC;4Z, EFC4RZ EP(i ERC;5RZ EPCBZ� F,---1 Qap 2 ��VF:06,,SVKQ,SSTB24 SSTB23�S�-'-,L�34,,��SrB"16,-�S-Fel�SL �-,STB2'0L,jdSTBQ:4L. 5SIj S5rId Al-chos 7 I SE)MS223001i '_50rV*V322401`l SDhVS2.2d0Cd)F3r SW�'a�'600E�';-� C,E1u`,t3_-_Ld(_DDa -jlwe� S,Lr,,)r,z L 1,lEpofS [ MBER,Sarew tElltericir 3 ,ode) I -.001p- 0- EFRC-ll gll"llojs"� loctwe $" # Prod first igia:091 � Nuriflearair Name Fwl lig-mifiabign 4:Z%ll`f,1,m,.,,,, I 121 PRB44-4Z PFU44-d-Z Poeft5ase � . , 3 S �0�33112ll ��,:Djulll!S,22`511�R)Rjn - R C�,�,,��? ,r,�r.,enl Sau,,Aonlri Mace Sc-evi 1 115-SCS43.S RSSCR46, DSS,C648, hill Bypass Framing Crul't Strut Connecrior 0) "21 Rl R jaho Is P -W Base. FL#i 3872l 9 i " ' -- Y)l l3'1)dhJF,2?Hr)j)SS, R)NA27:ihhSS S[ujd'S,�74�)])j-: 7�,,,Iii��v'�,'�,,'�7�"-fTi�,,:��', SEAlva: i � S*jar_-m,SSE`,`il jAFl ,ISSSre�N - J 2 11 FClRWt,5, F(�F,1455,FCF-A7,"rrF,',;3�19-�,F,��R-41'��'� FlIPHSICY34ril Bypass Framorg F hied-ii Connector '14Stm-g-F,,�,tFPI�-S,7)�--Lir,i,,g�tc�-CPSC,e�R CAI SOWS2.710ONSS, ,'�$)'�"ii,"o'2�,1,��!,L',S,",'� F-W8034511l F-PHS]"334RIC115, FAiSF,04R1alr�c+-_ WHS054H1214, PPHS034HI214.6lo 4lc_L1Sar,d*ri2 Ualillng� T S(-,r,,*--S Cz ELM 006J2 §MA 1 Produldingod?A _NUMbIroltlinal _ V0871 ?, ('14,1115714 CMSTCj 5, CS14, C516, C,S I 6, C,82D, CS22 Enadoct (? _ IlLtrition Called Straps 10 I I SERW1�1400 'z`g`N22 Fib org L) l ul a zi DVRN SOCTE - FCI - RIM Fla-ra,w OtItcxor,jul-rulnut HaY.H.red Wrirsi�er 4 LSFM' `R', LSFCAI :o'l. LSF':e 2tR SF,72.25, SFIC4 25, Sci App;ng Strial Framing frair necto r 0 no ; FiFiSCI ill IRS12, FuLIA13, FHAP, FHAT2, fri,11,418 FHA2A F juk3ri MIST125. N151136, Str,ps 107 ,,it l 1 2! 0 idl 5 i 25, 1, SFY01 -.--,, SSC2 lj�` ��SlCut 25 SWA 25 MSSC2 25 hil-SEC4 25 M-.SS(-,6 25, -Steel Start Connanterim &W Progitil Morl Hllimelir 2r Nlll�ne Emd2cit Qmil2lin i 1 i4dil Puts 1,11130, MS7172, lS1pfStrZ,, SMIS'll Filug,ql"Ail Ngo5;C4_15KVV rAl 2l < I Kial, FSA Foundation Anchor A I ITFlil 6, (I j'520, 1-fT L R24, W S26 i 11 ��iplu HTFP,Cjr� hilesey T,til Shaqpls LLa1&U3-R5 It , RCKV 5 ',- RCKW3 RiCkUdall RC,K'Ah", 5, PjCriip`3,�3. � V5 _�, hil Over Well Clowanabir :3 2 FAFP Flat Ristrolpt Fouridatillan Plate 4 U.5711l L.St'sSril I ST149, 1-857173, `031"Ar, ruiSr,'l rh5r;rrr,� filu.37 , Ill MSTA�,11, RIST'A'M Sil 42, inil ( 1,15 9 44] I 7 ',X�R-43 S� SCR45 5, SCB47 5, KFAS 5, SC B41 I l gih(.'.B45,5 tpFK,r-A7 5 �,_E�r,4 11111� 131 Bypal Frairning dridell,li Conriettim -0 a- 3 GH4 Ord, QH 4", 0 114", Gri GHAI U-6. G HAI 01-5, C4 l6661 G 104� 8, G F+Cgie� 01-1 US- 8, GH510-6, CH610-8 Girder tholgair 'I' 6 Ii A9, LSSI Al2, Ldii A"i 6, LSTA,18, LS fLA21 , 1.1,14424,S];.192 Sfzi'�_l W'2116� ST221� 1. 801BH32,1, SUl 25 MVJPH3 ;1� Slf Spa �!3 -mil (V., 9 a 11 SrkVrig Connec,bui � Alkgil 11 Elso AS 16, AS 1 F-111, A$ 11 680 MA99-112muralion I 6 ga Trul Fall s 9 _-, 11CS1521611.11, $1-Sall !I $"� 2-61il 11q d;C5 :z,,^,: IM, 25, SCM-5 ", , Bypass Frarn ii Con necti 1IsSof-Vl Sfile-Clih, Clonnoctrar F-- 4 5 12196A, 31-868, GLB5C,', G11-11i GLIgi GLi G1.87CIOL1870 GLBTSI 2, G8LTl (ILMill GBLTM6, COMO. GGLT9210 310JAM Blyeal Flater i3lufarri, 8oarang Plot- I 7 8 LTP$ LTl LTS16, LTS16 1-1i Lateral 1 le Plaoa L�gRfTll,i,istGtraps 2 3 AS 20HS Ag-20 2�10 ii High SateigiJi Tr�� Plaill 'n a. ,,,-as Il 10 I 1 t5JC;826_5X�10,2-�, MSXS,25� Ill Rl :as pal S " 8- Steel jolist Con fleotors 6 dinal Fram ing Sliale4fip S-kiii Cori recatorl 0 L_ Cz 6 E Hil HGLER Ill FIGLSD H"vy Gliligon tonering Pilots 9 22, pAS j, C'�s, ill u_ .,�Lr�', 'EIg, hilic i2 I'l A30 VIS TA36 i 1576 21 5, ISM3224. S f G, ST I 2, STI 8, S'll ,� , ,4 m, stral illIll 4 ARHP - _�Qr neTu ritinge Plate r ocif 12 XL5H?A Rl sit 4, X0147801 414 �E il - all W, 4-14 F.taintia-'011ne XLSH Sri U _ Z-0folgial 9, Tap .1 - � area 0 7 hil He.-T-3, Hi Heavy Gird or Tkiripplorn 10 N$TC68; MSTC?g, 0,76236 Strolls 4% trill (14 ga) 3�rr%r& " LIJ = 8 UFP10_SM Univietsa I Pow ridi i Plan., I I NTSIZ, Mi li .MTS720, Mi IATS24C, Itill 1W d iu r n *7vist Strop s I 13 . xullsio , 6, X-10 i 5 i I'll ii AV, ll S'21 14 X � 1 21-11 cs K XOR 881 .-.Z, hRj7dS,i22 4- 3K M CO 6 412 14 and 01 2-2 -a Dfk- X Mora SnILDr All '4 Strop i � , 7; - = Universal Revert Fouridaloon Prate, 12 2161.56, Sli SVE22,06, Sil Sil SIB12.68, SiW 12, SrEK: 36, SM313 %2� �,�)Bl 00, SU4� I "� S'edr'2'8a S�!P-A"'5. S'll Top Fle Rger Jorot Hangers Q.gJ§7a2-R_4 X0114SI. ,XQ114BI2--14-25KXG112SI2,24,XQ112812:4r2K.;C,4L�ID16,-'K, XISIK11d; X1610-ii-i XIh;i214,3(I81214-S5K Tipal Scrcl.,,n 0. 1 < (D 13 SUA21 2S, Wl 211 C, _Uil ZI 2. BOAZ I 21 4, SrBA4-184r� al_'Ad� I all ri, 7,sp Fife rig e J outt He rig are Ita Prideltillt Model, KiiiM kit or, UOM,e F44UZQ=2Q1l 7�, __J 548.4,4,lsi,12� SMA4,18114 5 I Er -Hp Aelite,uve Ancho, f�x cnocreli- Z � I "'I' S4H I A Hurricarl is 2 Qlsu.'�, GlErf GOPIluluX, Mllfig 75, GD011 00, ii Glill GVV 7'5 Clul I M, M H GirseCtuallad falit'vilittrit am anerri <' 15 SV08fi,&Rur8R,SA4rlI0S Suilrill0fl, S,'-1Dl5S,tgl1lrTl5R I ioldlual 3 R)PA, eiripArK, Phnit", MG PriCIA7 POP011"T K PINVI ' Pl1fVVR Plhpi0g,W, POPArgil S al "PA. PTPHAS� PTRHiA4 Firryouo - , a ctuzitad lasIlL Piler 4 � 1, read o' d sudi acd aEnse_ m bil __J is -_MH DU4, VH0i SHEI-19, V1,UU1 I Hojdcvvn� F)MINAR-4lill PSM3, P'Slil KP P-1 ji 17 Sill &Hl .miri� Hangers 4 sl�, ml- Adh-esturn. An�jra � fix cerionoe I a_ SHEET NO. I I March 6, 2023 A 5 % ,ON 9 A somw I PA -i Ale% _____ -1 __ - .3 4� MIAM 3MAIG-DADE COUDYTT PGT Industries. Inc. PGT Industries. lnc� > (D C) L_ " 7:3 EMB PRODUCTCONTROL SECMON P G L�j 14-u LtLj UjR-C = (1) o- 0 0 11805 SW 26 SUe4K ROOM- M3 D,EPARTIJM,N'rorRtr-:U.LATORYAN'I>�E,C�,O'S'O&IIC RESOURCES OUR) U12m FIM& 33 1175-247-1 N-011CEOFA(7CEP1--k.xt,'E:11'!DEN SURNMTED NOTICE StIBAIITTED (D " CL to AllrAND F(796)_Zj$-25q9 NOTK E 0 F A0`EPTXN"CE,- EVIDENCE SUMM TED (D Cn NOTICE 0F..A,C.('EPTA_NCE (NOA) 1. E ideace subtairteld under previou � NOA D,� QUALITY ASSUR-kNCE :t-_ A� DRAAAT�ZGS B. TESTS (condnue& 1� 1. Mann Etad.eDepartment of Regulatory and Economic R&-ources (RM. PGT Industries, luc, 1070 Techuok&v Dtir#. s. die draw and _,iections� 1 5. Test report on 11AL-lufiftration Test, per FBIC-TAS 102-94 5 N or th N'e nice. FL U -5 (Submifted underN0,126. H-010- 04) 2_1 Uniform Static Air Pie& -sure Test- per.]FBC. TAS '202-94 - E _NLAXERLA.L CERTMCATIONS 0 SCOPE- Dravving'N7o.'_%1D-_4-_; 770-0. t ---V yl S d g Glass D NOA (T.-W sheets I tried in h in o" Water Resistance T est- per MkS 202-04, 1. Notice ofAcceplance No. iss�edto%Jlision Evrasim Lumited fortheir LL� 0 I This NO.k is beiagissued under the applicablerules and regulaucas govaming the us-- of co=trumoirntateriati. lbe tbrough2l of2l. prepared byin-inufacturer, dated M5115 with muion, A dated Xhssile Impact Test perFBC_ TAS M-94 --Mlftite Rigid PVC Exterior Extrusions for Windows and Doors". dared 0&:l 3,15. 0 > cn -0 E documentation submitted has been reviewed and accepted by Nfianti-Dade Contior RER -Product Control Set- tion to 04;05 17, stared and sealed 6Y Lynn Miller- P.E__ I Cyclic Wind PressLut Loadirt-orper FBC- TAS 203-94 eXP11=8 CC. C 19. be usod in Ummi, Da* Comy and otherueasutwe allmidby the Audionry I-iav=KWs&cttoa (AX), 61 Fco-red Emy Test, per FBC - TAS 2102-94 1 NN otice of Accept anc e N o. 16-092 0 � 0 8 issued to V ision E.Ytrusion forthm""'VE C/) This NOA shalluot be -valid aiterthe expiration date statedbelow. The Miaw;Dadee 6vunryPfoduct CourdSec&* B. TESTS along isi-�4,tb lriarke&up drarvings and installation duat of vinyl slidinggalass door- prevased r 1000 Tau 2102and fighter Shades (Non-Mlitte) Rigid PVCExterior Extrudolks for� C/) < (In Manit Dade C-owyj aa&or the AW (in areass other than'.%fiaasi Dade Ctunty) res e rt:,ethe righ ot ci It a %�e thi 5 'this! die I 1, Test report on I ) T.Irafb rm, Stafi Air Pres�zaire Testr� per- FBC, T,�,S 202-94 Testing Lab� Inc_ Test Report,'No, YTL 9549. iatedl 11016.1 signed and '%Xm'dows arid Door�",, dated 11 �08 "16,, exp unu,, on 1)f accepted in ly "I lvg,,e Missile, lsnpnact'Tie!�I�i I.��erFB CL Notice of AccepTanceNb. 15-0528.15 is�aaed- ** Vision E trusionLunLretif'outheir �ej4tj Crir,nia eXpe noe of, stroll. testiva aud die AHJutayrinaoseeddiatety re%1, dke � mo di f - or suspeod the use of stick product or, material within their jurisdiction. Mkre5elves, the fight to revoke this acceptance, if it is determinedbyMarni-Dade CountyProduct Control Section that. this of matenalfa i Is to 3 1 Cyclic A- I- -md Pres re Loaduagm alonva with m,,zAed-up dr-drIT &-ffs and- inst allat ion d iagiaaa ofvimrl slkling glass door- pisiz-f ed 6. Test report on 1 1 ration "Test. per FBC,,1.AS '202-914 Mu 11filt 2 Static Air Pressame isss- per FBCr'. TAS 202-94 "Brown Coated (Painted, or Laminated) White Rigid PVC Exterior Exnnsion s for NX mdows and Doo"' %d ated 0&.131 �,,mptrirag on 09,30119, product 77. 111"t the requirements of the aWlicabLe budding code� by Fenest a& Inc. ra tion Testing L� T--st Report No. FTIL 871 11 signed Ana dated 11,,'07 15. 3. Water Resiq_ance Test. per FBC TAS 202-94, 4d Notice of Accept. -mce No. 16-07 1-1 .42 issued to ENERGI Fenestf atio- 11- S ohi't tons USA. This product is sip-4ton-edas &-escribedherew andhas t--u designed to complywith the Flotida Budding Code. si�_ by Idalmis Ortega- P_ EE_ (jes�� report revised on 02 J 16 and 0_2 21416) 1 La. Missile Impact Teg per'IM-7- TAS 20 1 -94 --T 7on Rigid Fj_CL Inc.fortheir -A-N3040 and Lighter Shades (N -Wldte) ExteAor including the High 2- T8t report on 1) Air Infiltranot. Test. per FBC� 1AS 202-94 5, Cyche "Mad Presstire Loadingm FBC_ TAS 203-0-4 Extrusions fm in N%I* dows and Doors- dated 00-115-16- expifw OnO2641'11� _HutricaneZone� 5 DESCRIMOX;i S-enies"55 &2770" Ninyl Sliding Glass Door (Reinforced) w,�wo 900 & 13.50 corner-,,L-M- T 211 at 2) UP. -form St i.. Air Presstire Te,51, per FBC_ 7EAS 202-94 along withmarked�w and installation diaiiant of vinyl shdme glass door, prepared 1; Notice of Acceptance No. 1"712-04 issued to EN7ERGI Ftne=fie-n 7SOMions USA, APPRON'.A.LDOCTMENT, Draw-insENo.-NED-5,510A Rev B�,titled 'Nuxyl Sliding Glass Door NOA ij_NlY-_shfta 14�t� - 3)Urater Resismice Test, per FBC_ TA � 2-021-94, by Few�stration 'DnAtuinw- IL-ab- liy--- Test Repon No� ]E[1 8552- dated 11`04155- signed and - - Inc- for their "Bronze and Lighter Shailesof C a=p Coated Rigid PVC Exterior a I through 21 of 211. Prepared1nmartitfacmvec dateo 1010."Wi 5 and lost revised, on 02'01�11. signed arid sealed by 4) Large Nfissik. .1.11vact Test per FBC. TAS _1�01-94 st"aled by Idahins (Dr-fea � P, E, (Test report w-vis on 02-15!'2016) I Exh-usious forWindows and Doors" dated CM91 S16. expir�!:ou 04i'l6e2o. A � Lyini Miller P-E,, Aciceptuncetrairiber and, expirstion date by (r* Coaw, F�odtict Convol Section. 5) Cychc'Waid 11ress-tire Load,big t per FBC TAS 21)5,44 0, Forced E,ntry 'est, per FBI"', TAS T Test report ra, 'U'llifdrUl'S''Wic Air Pres llest� per FBC. TAS 202-94 -21) Large Missile, Iriqxrel Test r.wrl"13C 6. Notice of Acceptance 16-071,21.013 iwvd to 2QTERGI Fenestration Srobations I'SA, Inc- for then �Whfte Rigid PI'C'Exteiim-Extrusions dated diagram -vinyl door- MISSILE IMPACT R_kll'�G: Large and Small[Missile Impact Resistant inin, astallation of sliding glass prepared 3 j Cycl %k7�Id_ 1resilkire L o�ad in gg per FB (1, TA S 21, �-,9 4 - - 09 1 &1`71 expiring on 02,28,(18,. Limitations: I b,y- Fenestration Testing Lab� fec_ T, st Report No, FYL 8546- d'ated 11 �061 S. sign �need wid a I ong wi I b triolk ed- -ap Lt and installation dia of vrayl sliding gim 000r. prepared :est 7' T re ports Nots). IM02-792itA)� 10-06-N40-527. 5357-5-3-09. per-AMIE-84. 1 � See tab le I (sheet 7 1 arid table 2 (sh ee t IN for apphcab it SOD unit s tz e& design npmvsssures. i einforc emen t qva_ jes�� report revised. on OLIN 6 led bry Idalmis Ortega� P, E f -and 0' -210,161 sea 211 - T by Fenestration Tesarine Lab. Inc.. Test Report No FTL 6438 A-1 thru A-221 dated T AS-1101929 and ASTMD-6315. issued by EXOVA to"Visionlixtrumm forcellulosic SW,s ty, pes- sillnser(see tables B-1 & 13-2.sheem'e-S) and anchaf layout &hms reqwements in 11 th=16. 3 I I est report on 1) _4jf Infiltratiot - Test, per FBC,11-_-kS 202,0_4 1 *19, 10- U-Med and sealed by Jorge A, Causo. R E-18suNflined nnderN,0_42V& -[I- componitte mierial. 1 Rigid Slaite PVC. Tau (Non -white) Rigid PVC and Bi-o-wa coated (Painted of Lvn=-A white Kgoid PX7C to be 2) Uniform Stati. Ak Pressire Tew- per FBC� TAS 202-04 6107 04) (Submifted under 2V0A X6. 11-0107 0-Ij labe Led per reference d NN OA's requrienwws .3) W ater Resisti, tee Test. per FBC- TAS 20 �414 8 TesTreporton !)Air Infiltration Test. per FBC- TIAS 202-1-94 8, Notice of -Acceptance No. 14-016.11 is� to Kuraray America- loz. I -or their 3. Egresto "-bk- ilocis must comply v6th xniu clear vndthor heqht per FBC reTvizit-�-t. as applicable- 4� L-m-ge Nfissile impact Test per FBC_ T-A.S. 201404 2i Uniform Static Air P esr� per FBC. TAS I -- (Clem, and Mliwj lhm�lavel`- 074W & eKPUW On 4. Pocket walls under separate apptovat to be remicsed by Bruddingr offic ial _t - -7 S203 Cv Wind Pressure Loading per FBC7 LMS . -94 3) Water Restsianct Test, per �MC_ TAS _102-94� N 9. 1 1 otwe off Acceptance No. I 6-1117M issued To Kwaray Amenca. Inc- for their L.ABELIN,G: Eaco, u-w shajjr bear a perrourroul 13tel rulao dw_ M� am1hictuter'i trame of loeu. city . stateand series. and ge stateinew: "Mianu, Dade Counry Prochvt Control Approved nicrs,.�d hefeln, 61 Forc-ed Entry ---esi � pff F B('- TAS 202-94 along 111trilb roarked -tip drarwing,3-W. imstallation diagram- of-vinVI sliding glass, dooi�, Nef 41 Large lkfis sile Inipat t Tess per FB C � TA S 2 01-94 :))4_1'1rCI1cW'tnd'P1 jug,per FBC.T.�;,S 03 944 "Trosifolt, T-71maclear. Clearand Color PA'B lateirla -ers". expirtrigr an 07108,19. 1"estingr Lab,, T�,st FTL 85X7 . dated 12,"0411 i,� SiV fficd sad 6�) Forced Entri, "re st- per FBC, MAS 2: ('12 F. STATEX[ENTS chan, I 111,)de aegati-vell Ice ge itl die applicabW building ic yaflectiug the perfrunwir ofthis! roduct, T'E: R.\M, 'A TI 0 NX o f this N 0,�k w M, o 1 c c ur a f ter t he ex pira 1doa da te o r if th eve has be ea a r e %isioa o r c hange in th e staled by Maki s Ortega, Y E� (Te< re'Port revised ota 0 1 16) 4� Test report, on 1) AirInfiltiatim. Tett. per FBC_ ILkS 202-94 Ak-: alon With lrlaek�rd drawings and insta liation A Meson of 1,*yj slid glams door. pf epared bv Fenestiation Lab. Inc- Test Repoir No�FTL 6-33,79 (Samples A-1 thm A:�51 dated I Statement letter of conformatice with YBC--111 Edition i(2014) arid FTIC -60, Edition (261 is -sued bv nx-mufacturer, dated OS�14/17= signed & sealed by Lynn -Millm P.E. materials. uste� andlorniamitacture of The productuarprocess, Misuse of this NOA _n aneirdorsemew of any product'r 2) Uniform St2ft- Air, Presswe Test- per FBC- T_kS 202-94 10 40. signed arid sealed by Jorge A. Causo� P. E. (SubmiffedunderNO-4 A-& 17 ed 21 Stateniwle-tterofnofu=ctalintere-#-da-t 04A&17.miedb�yn tacrurer� signed for sale&. a&-ft-fising "any otherpurposes shA autamancallytertninatethis NN0A_ Fs1hueto compl-y-Avh awy 31 Water Re-&-istance Test � per FBC - TA�ZS� _10229 4 - -.4 & se2le-,t �Lyim Nfina. P.E section of thisN0 Ashaffbecause kw tetininatica and reinw-wal ofNOA, 41 Lamee Mssfle hnpact Test pef FIC T AAS 2_01-94 3. Letter - Of 1-Rb c0lkiPfia2ce- Part Of the 2b0VT test fel?Ofts- NTRTBEA�-- Tb& NOA number precededb the w-ords Xfianii-Dade CctuM Ronda- aM fo Ilowed bv the C Wind Pressum Load' T 5 - AS203-94 r� C.U(ULATIONS 4. REP, Teu Propml No� 17-0387- dated usY0511 Tsigned by Ishaq P�E_ expiratton date may be displayed in advertising literature- If anypottionof the NOAis &&.play-ed. then it shall be 6) Forced Entry - t� esperFBC.1AS2294 L calculations and structural aaalv . 'Uichor -sis complying with FBC-%'2-0114r� done in its ent-:nely� along wnb inaiked-up drw-v mings and installation d iagram of -vinyl sliding glass door- prvpared i 1 � Inepared by PG1 d a ted 12 �,,'09 I I 5mtd last re-n-sed on 021 �� I i,`ld� Siomed and sea:led G. OTHER LN,,5F`ECT10`N;,A copy ofthis entire NO,% shallbeprovWed to the user bythe titarnifactuter or its distriblitan, and by Fenestration Testing Lab.. Inc., T�st Report No. FTL &5 548. aated 12,104115- signed and A , � - .1 � trtltc�ti�yL, Mllef_ P F, iSubmined urrder.\70.4 �A'_& 135_12hikoj). 1. Notice ofAcceptance No. 1-5-1210.011. i;ssaied to, PGT Industries, for their Series Itliall, be, Is"Adable b: ivvfttionat tbejiailtj� site al tire rerlum-t of the, fluilidkw Official, sealed byldahrris Ortez M 4x P E (T&sl� report revised on 101h, 16 arid 0 2,11116' IL 2, (1�71azalg ��:Olripliies -with ASTME-1300-09- 55 770,12710- Virtyl Sliding Glass Door(RAmorced) - L.NiLl.", ex, tring p on 04,1144,2 1 This ltt,M r eyhe is i&* renews "1'1;0A 021 0442'fORS and c ousi-sts of this, p a ge I and etuleact age t E- I E-2 E-3 E-4. E - 5 J1 L, E - � 6 a s w ell a s a -Ipwo a t d or wx w m e = o, a e d a b v, v The submitted do-cumatexiarm' wma ravietsed by Ishaq I Clianda. PJE. hhiq L Chanda. PZ 1s=baq1. Clanda. P.E. =-,baq L Chanda, PY_ - Product Coultrol"Cuit �,uver-iizor Pro duct C ovatral Vuir Suptrrisor Product Can" Unit Superrisor NOA No� 11-0!09.0 ExpirariouDatet April14-:02'6 ExpirationDate-, April 14.1t-j-26 Expir2tios Date. Aprff14.1r_-!6 Expiration Dam. -April 14,20!6 Dat*:Xfarch X11 Approval Datv. NI -arch 20ZI _kppr*-,-zl Datei Ils-rch ' ZZ X-brch 2.-', 2021 Paz* I F-1 E 4 1 _J FGTIndustries. inc. C GI I-N-hadows and Doors. Inc. PGT industries. Inc. J U L 2 2023 N-0110E OF ACCEPTANCE: EVIDENC F SUBMITED NOTICE, OFACCTIPTA�N C1 - EYTI)ENCE SUB-NEITTED Zioi Ecl_ QL Aic,(Ikla�%:Cli E1212IL"AlMaIL Evidence Submitted under piviious submittal f J'L_k_aRL�L (LRYMCATIONS (coudutie) 5� Quaiiex Part SugetA S2acer Sun& rid conip1T,,;ug with ASTIM IC'"' 15 1-8 "Ibeiril-il NeiwEviiience A. DRAM1NGS 0, 881, hr. ft--0F_ ASTM r- 12,49 -Pas& ASTIM D3985 Oxygen -Pa_-_ ASIM E A_ DRANIINGS, L Drawingo No. NED-5570.0 Rev& titled "Vinyl Sliding Gbss Dom NOA (M)7". sheets 2190I.G Duribility- No Fog Pass- iSubm itred int efer prea lots t _N70.4 �,N_a 1 ;_04 6A. 03C) NI; Virtual Revieww Assis Revi I through 21 of 21, prepared bry -manufacturer, dated M-05II 5- and last revised on OC'22 A- Lynn Milliff. Pl� 6- Part D=se -with ASTM C-51=418 1�1v! Condivnivity 2_22 C111 "I I of 41 prepared by timufactuter. d ated 1010515 and la tt re vised on (L2 1 i2 I t. Inc Plans Review completed and approved �210. siped and seak-d by Quanex cuumjplyw_�, 1:�F� I N signed and seaked b_ V Miller, RE. f111 compliance with the 2020 F6C 7th Edition br--ft-' ASTIN-1 F 1249 V7k7T`r_-Pa_-,s. ASTM D 1434 Argon Pemiemce-Pas& AM11 E Note: Dus, revision consists QIeffneat of -=ie eaw im vncrallation screw with flat. head� by Debra Anne Klahr PX2300 B. TEST-S 21S9 I.G_ Durabihtv�NO FUg- ASTM E 5-46 Dinx Point Developmm; -20OF M_ 48 Wf�a� L Test reports on: 1) Air Infiltration Test, per FBC. TAS 2102�94 (Sribinfited underN0.4.No. IJUOU09. 05). 2) Utdorm, StaticAirPressure Test, Loadiimper FBC� TAS202-94 7, \�`ision F_xmisions- Ltd- Parts-, corr.p��ing with Pk`C-,A- 30.5-13, Vollintar�y Spe-cification B� TESTS 1. 'None. 3) Water Rt---- are Test. per FBC � TMS 202 �94 for Rigid PoINrtinyl. ChIllonde (P�`k-) Ext eho r Pr,-,)fLk-. fbT Vision Extnisioitt� L td, 1,7E 1 by eNlissile Impact Test per FBC. TAS 201-94 4) Larg I -- -Y Pro 'fle (,�'eft ification Proararm- fSubruffled weder A'0.4 Nis 15-, NIAINLA FenestraationE-deno 4 0409�, io F) E 5) Cyclic; Wind Pyesl5ure Loading per FBC. JAS 20344 along withwarked-up drawings and installation dis� M It ofaU PGT lodjjrstrjej� 1, Inc. 9 Is 'Vision Ltd � Parts conh)hiiig with Py'C-A A.'rLk 3 03E 3 L 1,1111111n,11C, represent, atkoe units lis t ed bellow and trested t o, qualify Dow sit 7? 91 and D oxv siJ 9; 8.11 silicwes,, (SnbuthYtuil underNO.-IN41t, 1S-0209-05L� prepared by Fenestration Testing Laboratory, Inc- Test Reports No. - 9� PVC,kAN1A 303-13. Volutitary �.pecificauou for Rigid Polyvinyl Chloride (?`v'C) Exterior D� QUALIT Y ASSU�RANCE FTL-77 Srf PGT PU15520 PVC FbLed Window (unit 6 in pix-cot- dated 0501031; 14 - - - Proffires for Vuriou Exur Lt&-'VF(-1 Iry A- Fenestratloll EXICITIOr- Profilk 1. N-liami-Dade Department of Regulaton- and F-conornic lResources (RER)., U) IFTL-20-210-1.1. PGT SGD780 Alunifinwa Sliding Glass Door (i= i it- proposal) FTL-20-- Certification Proomil 2107� 1 PGT CA740 Ak= Outsw Casement Window 3 in proposal) FTL-20- 10- Notice of Acceptance No- 18-121-.14 imed to Eh�-_." Fer-writ-131-ion Sohmon- US-Ak. Inc. for -C E. _NLkTERL-1L CERTMCATIONS -1 21073, PGT PW7620.4 Ahmmurn Fixed I vVindow (�init 9 in prDpos* and FTL-20-210'17.4. Evedor Extim -, r t1leir -Tau 3040 & light shade wou-m-hite) N�`liite Rigid YX Sion fo 1. Notice ofAccepranceNo-19-0305,021 essued to Kuraray America, lnc� for their > PGTPIA77620A AlunhnumF�xed Windou, (*.1 1,10 inpToposab dated 07,13,,'20, aU sigitad Whidovt�sand,Doors�*. expiringo�02�04��")L 47rotifolt 171tra&af. Clear, and Color PVH Glass Interlavers"a eviring M 0 and sealed Is, Idalsint Ortega. P.E y 1 2 issued to Eriff gm Fewsration Slolvitlon 11TSA_ Inc- -for 1 Notict of'Acl('eptance No, 1"11'.0 " 1 N, oticle of �Ncceptance No 17--0808.0 2 issued, to Kur aray America, bxc� for their %ftk.- L_ 0- their, sele S IVIlite Ptigid PVC L rerllot� Extruslorts for A:indowsatld Door's" expiring, on, ftlear and Alute) Glass Intei1tyers". expiring cnl ViO*y`3 00;,op C AL CLTT A, T 1(1111N�-�' 1- FB1C 77* 022 -128 12 3. Notice of"Acce- e'-N-o- 18-1106�.10 issued to V,; _Fmitisions Liiirilied for tlrei,Brot��Tt 0_ < Anchor verification cakv-12lik) s and strwom-al, analysis. couTlying isitIll , 0 if Acceptance No- issurd to Energi Fenestration &ollutioa- USA- liic� for 11 N.,orice c C oalted (Painted in Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (1020). dated WMO, prepared by manufacttuw_ signed and sealed by their "Broaze & light shade c.�p coated Nl'hite Rierid PVC Exterior Extra as for and Doom'_� cipirfing on 10930�24, Antbc,nyLy=N.,fi1ler_ P_E_ Windowsand Doors-, exonnia o- 04116:25. 4 Notice of AcceptanceNo. 18-1106M issued-rio-11 Extrusions Link ted f or their senes Glazing complies with ASTME1300-04.-09. -12 and -16. -VE 1000 Tan 201 and lighter shades (Now--M-likei R Lpid Cellular C PV Extetior D. QUALITY _kSSTTTLkNCE IF. STATENEENTS Exttusions for Windows and Doors-_ expiring on 12129,21. 1fi-ami-Dade Department of Regulatory and Economic Resoufm tREQ. 1. Statement lettff ofs. con-f-b �--_-e lo FBC '10 Edition Z-2020- dated 04,22_0-. issued by maintf.acouref. signed alid sealed b Anthony, Umn MillcL P-E. F. '%_,TATF".%EENTS E� A-LALTERL-kL CERTIFICATIONS 2. Stateir'belit letter of no f m-onccial riterest and of indopetieeur- issised by mantif acturer- dated i. Slateinesif lelter of coufortmace to FBC IrEdidou (2020)� 6atedl 02,01�21. issued by 1. Notice of Accqwrance `No� 10-03(6_02, issued to Kur-m-av America. hic. for their (A 11 &221,0, signed and, sesled byA,;, thon�y, L�mn REP trwatufalcturef� signed and sealed by Anthony Lymn, Nlwer� P1. U) �pmg on 3. Pri��:,aie 1.1;1�,belitlI Agfeentent dxurneat between'?G'Ir. dated, 01� al)(111 %i! ned'by sl�: Ptitate Lal)ehq AzTeernear dated 01%,21 1--ttween P(`�ir ladustlies- lac� and �*'Gl CZ awOlved parties. Windo�ws, and Door; lac_ sigiledby Dean 1vi -Ruat P.E.. VT. Engiheerm� oil behalf of 100 Notice. of Acceptance No. 17-080-3.02 issued to Kurarav Amerka. Inc. for their *�Sennj-Glas% both coLWarties, (C I#ar and White) Glass interlavers". eXPUMz on 0T04/23. G. OTHERS CL 3- Notice of Acceptance No- 18-1106.10 issmed to Vision E-musinus Limited for their L This NNOA rei*es NX0.1# 17-041-0.06 FIPTV w,`CG1) and'upcLates to FBC _T _1020 071"Edid0111- G. OTHERS Brown Coated Q41hted or Laminated) White Rigid PVC Exterior- Extrusions expiring 0+'2 1 j,21 1, 1- This N.0A revIes & renews NOA# 204141MOS (PLA wCGI)_ expirh�g 0414,26, for'"'indows and Doors-- expiring on. 0930;24� RER Test propoWs 19 - 1155 -4 dated t I 10 1,� 2 0 app ro ved by Ishaq L Ch.-aida., RE. expiring 2� The -tuTent associaredPLA CGI file g21-01"O 0l_e%p..mg0+1411-_-16, 0 4. Notice of Acceptance No. 18-1106, 11 tsstwd, to Vision Extnisi m, L miiterd for thew '"VE rr 1 04:14- Uj series 10,00 Tau 202 and lighter shades (Non-�Xlp�) Rigid CeDuLar PVC Exterior Extrilsions forWindaws and Doors". eXpirug On 12,1129i2l, < (D 1,haq L Chauda� P1. Llraq 1, (Ixnda� YZ I;bf4q L Chands, PX. 'Pro4url Control Uak 5'aper6wr Coutrol Vuit Suponiaor I Z Product Coutrol T.'alt'Super-risor N 0.k No. 2 1- Q.N 9, 03 N*A N�C 2114.110LO < N�OA No� :14.105.03 Expiration D�%te, kprit 14..'O'�'6 � A Expirasion Daiv April I LN-1_6 ExorationDate- April 14, 1.P16 Approval Date: NLarch'.'tF-20:1 -Arpprorll Da4t; Ilarch `FF_ '#-`I .Approvat D2t*- 11arch 2.4, 10!1 E f -6 1 E 4 SHEET NO. March 6, 2023 PA 1.4 C/) -0 > MIAM11- DMADE MIX),11-DADE, COUNTY (3) 0 7:3 0 PRODUCTCONTROLSECTION C'ast-Cretc USA, LL Cast -Crete U�,A �LLC Cast -Crete USA, IAX (3) DEPAWIMENT OF KF�GULATORY,4ND ECONOINUC RESOURCES (1?1�R) l � 805 S A" 26 Sireo, kooni 208 7D BOARWilkND CODE AnNIUNISTRAIR)IN 11YIN11 SION Wihtc�, Florida 33 175-2474 1 (786) 315�2590 F (786,) 315-2599 NOTICE OF ACCEPTANC E: EVIDENCE SUli-'%.:IIT.11�'.F�.1,11111,�)� PK)TICE OFACCEP'LANCE: EVIDENCE sumin-rup NOTICE OFACCEP'l ANCE: EVIDENCII., SUBMIT"TEI) Cl) N07FICE OFACCEPT NCE A 1. EVIDENCESUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE suBmiTTED UNDER PREVIOUS APPROVAL 4 12-0209J2 5. EVIDENCE SUBMITTED UNDER PREVIOUS AP'PROVAL # 14-090103 0 (3) Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 —0 = Seffiter, Florida 33584 1. Draiving No. FD4612, titled 7r, cast and PrestressedLiniel Details ",sheef I oJ_l, I- Drmving No. FD46!_Z titled "Precast and A -El. ed Lintel Details", sheet I of L Drawing No. FD4612. tilled "Precast and Prestressed Lintel Details sheet I of M prepared bv Craig Parrino, P_ E_ dated Murch 24, 2003 and Drawing No. L74612, filled ra ch -4 1, prepared by �g Parrino, P, E.. dated Aide 2003 and DrawingNo- 1, dated 03124103 and Drawing 14v`o. LT4612-, titled "Cast -Crete 4 ", 6" & 12 0 CID 0 > U) -0 SCOPE- "Cast-Crele 4 ", 6" & 12 " Lintel *�qfie Load Tables ", sheets I through 3 of .3, prepared ky 17'4612, filled 'Cast -Crete 4 �', 6 12- Lintel Safe Load Tables" sheets I Lintel Safe Load Tables ", sheets I through 3 of3, Iasi revision dated 06112/14, all E 0 I — (D This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ( 7raig Parrino, P.E., doled A46rc�'i 24, 2003, Iasi revision 41 daledApril 28, 2003 both through 3 q1`3, prepared hy Craig Parrino, A E., daled,,t4urch 24, 2003. Iasi prepared., signed and sealed by Craig, Parrino, A E�, on 0811,9114, Cn CL C/) M The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealedhy Craig Parrino, P.E, revision dated Marc -h 11, 2008, allsigned and sealed by Craig Porrinq, RE-, on _CZ U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juri, scliction 22, 2012 R. TESTS (AHJ), B. TESTS 14:fiirch Xoni,. 'Mis NOA shall not be valid after the expiration date sstated below. The Miwni�Dadc County Product Controi 1. oil'i,flexteral tesfing on 4 ", 6 " & 12 - Preca-vi Concreie Linie4i,f`ihir�d and L�qfillt%i Alodetv, tolal qftl.�) crn�crele lintel spicch-nens, per,4STVIf�529-94, prepared - I C. ("ALCULATIONS Section (In Miami Dade County) andlor the AlIJ (in areas other than Miami Dade Cott nly) reserve the right to have Reporf Aro, 30404A, dare -, - 04,110103, signed and bY,4pplied1?esetrrt.-h taboralori( a - 1. Calaulationsfor Casi-Crele Lintels, dated 08119,12014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perforini in the sealed b.y ChriSlopher A Hatrion P. E. C� CALCULATIONS prepared kv Crtiig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material -within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Courty Product Control Section that this product or material C. CAL0,TIATIONS 1. Caiculationsfor Cast-Creie Linicls, dated 05129/03, 207pages, prepare by Crai-o 1, None QUALITY ASSURA N C E D. QUALITY ASSURANCE 1. by Jkftanzi-Dade Counly Department of Regulatoty and Economic Resources (RER), fails to meet the requirements of the applicable building code. Parrino. P. F., signed and sealed ky Craig Parrino, P. K L Ay Mianii-Dade C-outiry Department qf Pertnut ing, Environment, and RegulatorvAffaim Calculations for Cast-Crefe Lint, L, daied 0_5129103? 140 pages, prepared h,Y (_.'raig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been desigried to comply with the Iiigb Velocity 14urricane Parrino. P.E., signed arid sealed hv C!t�aig P4)rril�cp, P,T,,. E MATERIAL CERTIFFICATIONS Zone of the Florida Building Code. DESCRIPTION, (Cast-Crete)4"16"& 12"IfighStrength 11'recastand Prestressed Conerete Lintels D. MATERIA], CERI , TFICATION. F'. OTHER Ai1,,PRovi%,I1 010C.U.N11EXr; Drawing, No_FD46l2t titled "Procrist, and Prestrcssed Lintel Details", sheet l of 1, 1, Qucjht�,,.� �vlein �khzp,eualjor ( " 1 y 4! F, 011 11 -Crel, I ed b 1. Letter from Cast -e _NA, Ina, (iafed 08/79/20,1411 signed afulsea& .)" ("J'aig z prepared by Craig Parritio, P.E., dated March 24,2003 and Drawing, No�. LT461 2L titled "Cast -Crete 4", 6" & l ;5 2002. or ,/ronl Cast-Crere C rporath, n, daled Februarty 03, 20.121, si Pred and sealed 1� Lelic _0 19 Parrino, A E. , certifying compliance with the F7orida Building Code, 2014 Edition. Lintel Safe Load Tables"- sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24,2003, last �Clsl to ]Ires tressed Prt du Idt d 2002. C Ili tit by Crai (,, Parrino, 11. ceri�&ing compliance it, i I ee Florida Building CoJe, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 2-2- 2019, a] I bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDEIE PREVIOUS APPROVAL 4 08-0320.09 Edilion. C EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 17-0821-18 A. DRAWINGS date by the Miami -Dade County Product Control Section- A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 13-0321.07 1. -None. z MISSTLE DAPACT RATING: Large and Small Missile Impact Resistant 11, Dr4aving No. FD4612, titled 7 ecast and Prestressed Lintel Details", sheel I of 1. A. DRAWINGS LARFLING: Each lintel shall bear a permanent label with the manufacturer's name or= -logo and the Miami -Dade prepared bY Craig Parrino. P.E., dated March 24, 2003 and Dravvmg.No. 1,74612� fillet, B. TESTS County logo. "Cast-C'rele 4 ". 6 ",& 12 " Linrel,',a e Load Tables ", sheet-, I hrough 3 (.�1'3, prepared by, 0 Craig Parrino, RE, daled.March �4, 2,00 3, Icestrevision daled A42reh 11, 2008� 11-11�sjl, 13. S 1. Xone. RENEWAL N0A be W of this shall considered after a renewalapplication has been filed and there has been no C. CALCULATIONS ,change in the applicable building code negatively affecting the'liell-formance of I his product. '11. TESTS None,, U,RMINATION of this NCIA,%vill occur after the expiration date or, if there has been,'I revision Or Change in 01C materials, rise, and/or manufacture of the product or process. Misuse of this NOA as an endorsenien" of 'any C� CALCULATIONS None. M QUALITYASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply will) C_ CALCULATIONS 1, ByMianni-Dade County Department qf Rc� rV mulEconomic Resources (RER) mi any section of this NOA shall be cause for termination and removal of NOA, 1. None, D. QUALITY ASSURANCE E. MATERIAL CEICTIFICATIONS ADVERTISENTENNT� The NOA number preceded by the words Miami -Dade County, Florida. and followed by D. QUALITY ASSURANCE 1� Bv Miami -Dade Counly Department of Regulaiory and Economic Resources (REk). L None. the expiration datece may be displayed in advertisingliteraturc. If any portion of the NOA is displayed, then it shall L h�y Aliatni-Dade County, Buddbrg Code Compliance 0ififfice. be done in its entirely. E. MATERIAL CERTILFAICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E� MATERIAL CERTIFICATIONS 1. Compliance Letter with the Plorida Building Code, 20.17 Edition, issuedhy Cast- !shall be available for inspection at thejob site at the request ofthe Building Official. i- A one, Crete L A Inc., dated 08108,7 7, signed d b,y, Craig,Parrina, P 1-- S `7 sealed rhis N0A revises NO,k 0: 19-0130.14, and consists: of this pag!e 1:,, evi(lCoCe Ribillitted pages E-I, E�-2, [��'A, E-4 and as well as approval dociarrQrlil ineraknivilahove. ,�Whny A, Maka,r,,P� E, M,S. A leliny A. Makar, P.E.. M,S. licluny,A. Makar, P.E., M.S. Thesubmitted documentation %viis revilevved by H Mak-ar, P'.E., MS� Pr u rol Section Supervisor ct COT] Proiu`c Control Section Supervisor g�;, Prod'u'"'et Control Section Supervisor N10A No� 20-06XIS NOA No. 20-0630.15 NOA No. 20-0630-15 NOA No. 20-0630.15 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Expiration Daun. 09/11-12023 Expiration Wte: 09/11/2023 I Approval Date: 08/2012020 Approval Date: 08/2,012020 Approval Date: 08P201202f) Approval Date: 08120/2020 Page I E - I E - 2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTE D NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED JUL 2 12023 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 180424A4 9. NEW EA11DENCE SUBMITTED A. 'DRAWINGS A� DRAW[N(W'S L None, yReview B. TESTS B. TESTS Virtual Review Assist, Inc. t n c *7 1. Noine. 1. None. Plans completed and approv �l a P�rov Saw. C. CALCULATIONS C. CALCULATIONS for compliance with the 2020 FBC dition by Debra Anne Klahr PX2300 L None. 1, Alone. D. QUALITY ASSURANCE 1), QUALITIVASSURANCE L Adiaopi-Awle ( Anoity Departmeni qf Regulaiori, and Economic Resources (RER)� 1'r By JW"igpil I UrJfV L)e] �arjme. 110 di- E. MATERIAL CERTIFICATIONS E. MA'I'ERIAI, (11 ERTff1CATIONS 1, None. J1 Alone, (D F. OTHER L Compliance Letter with the Florida Building Code, 2017 fdRion- issued by Cast- F� OTHER i. 'Complianct-, Leiter wi"? the F! wida Building Code, 2- 017- Edition. issued by Cast - Crete USA, Inc., dated 08108117- signed & sealed by Craig Parrino, P. E. Crete USA Inc., dated 081108/�: /"� signed &- sealed bv Craig Parrino, P. F. Cz 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 1 ance Letter ivith the F1, �rida Building Code. 20 -1) Echtion, issued by asi- Compli, - - Crete USA, Inc., dated 06/114'0, signed by Craig Parrino, Cz > 0 A. DRAWINGS sealed 1. Drawing No, FD4612, titled "Precast and Prestrt%ssed Linfel Detai(s ", sheet I o V 11, prepared bl�l, Craig Parrino, P.E., daled Min-C.-h,241, 2003 andDrawing No. 1,746,12,tilleil `11,,".asrCrete4", 6"d,,12''I.,iniel Se.�;6, Load Tables", sheets I 0;> 011111111L ir %mot; I 1hrough 3 o,1'3, prepared by , 'Taig Parrino, 1), E., ckled March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on danuaty 22, 2019. B. TESTS 0 L Mone. CL C. CALCULATIONS L None, Cz E 100 I ByAfiand-Di-ide (,ouno, Department ofPegidatiory andEconomic Resources (R ER.) E. MATERIAL CERTIFICATIONS CIL 1. None. F. OTHER 1. Article of Conversion for a name change. Cz J LU C"fie iny A. Nlakkir' P.E., NLS�� Flepn), A. Makar, �P.E, M.S- < Product, Control Section Supervisor Product Control Section Supervisor N( I )A N (% 20-106 30. 15 NOA No, 20-0650-15 Expiration'Date� 0911112023 Expiration 1)ate: 0911 IP.023 < Approval Date-, 108/20/2020 Approval Rate: W20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1- IWFF__I.11..FF."11__IF, 10 A"r-fil'"IF".-I.- \ .10 ,,,, T ECO INC- ��-L =sX T11LIT TERSTING & EA-IMMEFiRIRFB COW,LPt4,NY � V;,�ii-!,f�,i,�.�--wL-IJT �i:I,TF� ------' .... - --,-- .- -- - , _ _ ulte,coddivilLaIRI, Y� 1`1 L' I � ff�,." .. ,, _t 4L' �s - � , -,T, 'i" TFI11;;T F!I PR DUCT-F-VALMATIOTOMP ..Q - QRT REPOli III 20-0726.01 F)ATE: Jully 281 2020 PRODUCT CATEGORY: _,;I-Iijftm PRODUCT gLtB-CATEGORY:, Storm Foriers PRODUCT NAME: 20 GAOt GALVANIZED STEELSTORM PAREL MANUFACTURli Glaka I P-rotboon, Rroutta-Lisc, 4KID &W. 61 Stiest Lonsio, Fland*33314 t F_ QSE OF EVALUXTION; This is a Prod urt Evaluation Report %st*d by Walter A, I'M 1% Jr., P.E. (System 10 # 1006) to the Global Protection Products, Lli Rule Chapter Nol, 6 1020-3, Method I 0 of the Florida Department of Business and Prokinforkaf Regulation. This product is being issued an evaluation Report, as described herein, and has been verdled for compliance In accordance with the 2020 Seventif Edition of the Firtirldiii Building Col arld to Verify that the product Is forthe purpose Intended at Israst equivahant, to that required by the Code This Product Evallustron Report shall be subject to review and ravicson in case of a Sielding 00i ctaidinis that may affect his Ilinftations and conditions, � 2, F`i E SUBMI . " JDMCT�0014 DOCUMENT (PFE,%t' DrXMng 140.20-1176, iffled "ll GAGE GALVANIZED STEEL STORM PANEL"', sheets 1 thru 26 of 26 prepared by Titteop, Irl signed and:sealed by Walter A. Tillit, Jr.. PIE,� dated 07,128!2020. This drawing Isar, integral part 1 T40,00i � ""RAMis EvEduation Report, ,A� , ss� A 71 0 �'tnr ' 1,14 i , ii�N6*l,, � ,F'r,% . , , , 0 � �', . , ii , C � El , V , I " - ,,,, t � � __1 - -, , :iu �..� ,61 Lve`,%F�p S T�`Ill -�iill L - D:� - , . - . I �- _ ,,, h I ;t-4 F�-, 0, 44167 �,Il - _', 2 - _��':�� "'.4 *: I - - _-, -,.-, - t i 1* �*ie , - 1�1 __ � - I I � , - I I � lrll,_�,,;� -I :�. - iii "17�- .,�, -S ,%� b.'- A '4-1, '%,;��- 1,�rojDil,'..F'�,,V 1, " , -I � . - ,- I � I 0.� ,�, . " I %, k. Sil I DiS N Al Ifth Street, Suite Arl Nfiliri Flonda 13166 - Pywinc (30i 871-1530 - I """Ilsluk", I I P11M)EAR,11! k1i ill FUILT& , 'FiffN,k��!i�,�,4��,Pi,�!1'�Lq:�l� S)i1yn1nFft1 �1 2.ZTEST REPORTS: Lai,ge, rrilissilis iinpFaciand latil kind lel III plerformed Under Plrolocols TAS 201 203 as per s-ection 1--i of arQ, isicrida SRIQ&Fd�n'9 CITI [OrTillovo 91,911C loads � inI pir--i T,ll 202 Protocol. Test i�epo;o; prepilled sy Hurricane E I "(1glineel IS Te,sl ferr4, Reports # 96 560 dated O&Gq" 996, #9f,-570 dated 09ii 811 996, 996-T30 datod 09/2LL)Jf!D96, all three signed and sealed by Hector M Mal RE-, Fen�smtration Testhill Laboratory, mc,F reporta# 2032 dated 04MOM998 and #2126 dated 10f05A �NDS witnessad by Gilber', Diamond, P.E arid Report Go 0219.101�1109, dated Manr�ih 4, 2009, algrierf aro�pll by Edirril4riclo Lairgariiriipai RE arid Henry Hafterri, File, , TORI WW iFelfnin No. iA3114197 by QC� i��1,1111H,:I�,��ll�l�,�rf4i�.�ii�I kici,,, dared NlIsOilh 13, l2;0-0!b, sy�rred and �.,Fiodcd by Firri & 13F,,irfri, P.11: � ,I I Z,�q,..�$'TR(�IC'��tgRi,�li,J.!�!.�,NGINF- Rd yl k I , _Fy,'_AJ�C � 1 191M -0--l' _�Utl,�., ) , T On 20 Gago 4-1h,a, 'TJ FFIiiTusil eanG"TO)$gh vs� dessign - nized Stati Stl.,,,ri ri Pond-] firr 4 i I 1 4 � . - - %-Irrrd 14-jin-O. -as welt, I ,is me Xwou rn an c ri Far spac Irs 9 I, Fs. ,i.l--zio_ n w hi d lo Qd A. In pa in I 1 langfli based on raflonal and rcin",,ni-AUTI Onulysis, and in aecitifdani W0 seci fili cifthe Florida Building Code, Calcuiar-ons prepared by llifdTsm, hr-., . da"FrAlIfflen"BandOW12,115, signedarr:l �cagw--'byWo'�,�erA.T�,i�it,.Jr,,I y' �__r 3 -1,41$�StLE I 1PACT REA-_IM!r( � .- - --k- 2 Lar Fs rnlz�siks� inipact r,F5Frf"F,-euil 1103!281 i lihe F10,ridi flu,8dirig, C�,idliiil I ri,jiv TA5 201 r�'rrftll,o�r 4, M:ND LOADS RMIOTANP[�,-1�_� ---- - __ ,,, I L_ - �If � f'. -1 ) 3r-O , D,se�I�D _ - ,�r',t7l��j,�.,t�.-r,,,,,,,',,��,,��[pi��.�f,�l�ie-.��4l�L,n.,�i�-i��t��)gjlL�,,,(�,D��-,Io,,�,�ij st�_ I - is PF)EO�FoJrgo t'��,�)�,l��'l"�t��'��l�l,iriallf,'�iliw,�'Ji��i��4��'�.:�l�ItL�,��LL'z�,,id�q�,,rAtri��i:,"�r�stif-,��i�.s�is,,!(),�4I , , - "! I 1, dra viong GO 1L� lt�-iq,2---�,-grt,.�",,",�.',�c!ll�2butl�lln�,�i��u:c,.'E,1,,a';,,,,i,,rl, �Tic,f � lF),QFCUmArU i,P E F� i � 20-1767 IT tnti-n ,clr�pfil Speclog sIrwit din OFF r-Disicled �71-,, shj�-,,lpt,E ti� R. 1-01 11 I � I , 14,15F 17IF I a-, 19, 201 25 anid 26 i,Y 2F,:, isslinnOdum ElFialuation CrcxiirnDrK I -Pi dA, growing No. 2-0-176, 1 'E WIM-TALLI Installation shall be Pao'ermed strictly' inaccordance Floth deLsi indicated on Shall 3 thic 7,4 - 14-ill -111 n Do Urnsint 2 I I -, r'UT 23 2 24 and 28 of 2-11, a F Frobu4-- Res' atio, c (P.E.DF), drawing Nor, 4-0-176. Mirritriorn itisparation to glass MIg1:1pe as indlicatold an sheets a. I 4,1 16, 26) and 2(5 of 26. of proclact Evaluation Document (R. E, D.), drawing No, 20-1 76 alloWDIFoli l,,sDee"t, F% 'rn:Zy "', riF-FT`, I I y, O n",N'�r II 11� ,i.L,y�T,�., ESI'l �.,I,lp 'It, IF lr� 1, 1ir Is "'i, � " F %C, , ',IF i , I " L - .. I 1, M� , � L JIF� ,1, " ,��, I i An,n It !�::FII�L'I' F I . X'I' `:' ��!!!.4 ',i� fj�'J,f!!E17 % . . , � �I�F Jii''Iff �,l Fir I � � A, M �::F �� I "iril �� a I'll,. 1,11 ,,, el: ., I I. . I3, t �<i,� FyTi Of I',' Q_ , ,g,: . .::�� I F_-Iii, I I ii, ,ir �'� " � . ,� 4 D i4l, 4� %, I"I �� I" I S iN � It , , .l"F F I L'� 11? S � � F , N F 'p, I Fid'I d, F I, L I �, �,Q`l s, � F5 IF , , , �,,& 0 , 1;F,sl I 11 I TO I , ,0�151110�_ lvl,y�l F� FiFloorl,11,00 I I a_qbLcgCE'.'r,� IF I I F� E�,F� fil I F,� I �' I'l S1, r,� rj," rT I IFT ' (y4&-I�:@L�241�-GA"t��",�Lvau-S=LL��lo�m��ivei�,)I .., T � ��,I'rq! . 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"I'll", I", "I'l""I'l-1--�.I.-I'll''�,�-----,-��,�,�"-�---,��,�,.�,��,��,��,��,.��- I ;4Em�� - � I - 1 - I - - i I Q:, I I 11 i - � 7" Cllll'�f IsorYnIM S�Efi STORM JOACL 1 r --mcwTs , M � * '� - FAIMFO "`�n`A`i �TL . �, * - - � _ � - �'----��-��L-L��:___��-�-L. - en so�s,W�_, I -IN - . IT f - � ,� � I ___ k, �, 1__�.'_� - . ., 7 - -� V T, FTAF, o , P K 1:;r.- 0. i tl,�Tl. - G-4-0-18AL PROTECTION PRODUCTS, LLC� __ - , FSEUMIl ',`-'oI0zYA e�__ __ F�iil T3_r1,,,M�,",,F11 I FT-lssslt"F� l ,:,,:,,, I1IiF,F1,TT il'-TI -1- _� __ i"I'FIFFIFI, 147I FFL "',". , � � - , I,,,;, - tgss - - !� I � ''I .4 1 , . 1�__ - _ � r O _=� � "' " j Z, T.1 _ C; ;rsi r C 0 ii e, CElurt - T � L � �G - 4 '': d '401 Dr I I I _0 Er - i' 1 - � � r �TF� � -2! I -A& E=2 mousm I - 0:51 lls�ls_sFq�O�sl - - 2-,,-- i�l - ", � � ---., -, - � � ,;l i , ". 5c,li-E 3F,,-1; - ��:,F I I O , - - r =7==-,A"� L - , I r1l,lIF, � IFTTw_,,,-_-;7A-V-- F.4- , " _L - W I _,_,i"z I� ____ �Til� i-, F 1 �n,l� � !iiiiiiiiiiiii � �l +_ � � � � � . I , z__ _F,,,n i- - - i lilt -1 - __ - - 2 - E�Frl F F - -, � 1 L'RW,k,j�C'��t'.E�)�Fla,!UAII�,l�p�,U�;E'Q,Lt�."�'-9,'��I 91:17"LIU 11 � , ft,Mf EFR1A,L,_QHAR_ACo TER �CS AND SPECI COATION � L _F I -C _8 . . Shal be stscTly in accordane-Ir Fell GoOnrat Nomr, ond F-,w,,ioiQrrLFnt,5 indy,,ated ori shefA 1� 2 orid 22, of 26, of Pfoclu--t ErFah�arr,sri Documeo; �il Cl.,i, drarl RoF20-17(L Anchor specificMtmne Sheii be igs �Jr�djfan " . I'd DDI Q�Joli_,Js ,i, 7 jl� mj "_I of . FF .� I 4 26, 0 Product Evaluation Docorrient (RE D,), drawing No, 20476. Mz�� 7'� 1, �Liyhofl� he Sidi in complIance With Genaral Nara$ Ncl� 1, 6 Ill 14, indicated (4 rju 16 i jCale On sheet I inf2fi, I wellas Genem� ll # 1 Ihni 4 an, 11 th! , I d ori si im�f 21 of 26 Of Produci Evpl�,USDn1 Documi (P E DJ, drawing No. 20-176 prep-4red by 'Phoco, ul anti signri-n[ and see" by 'Nefter A, Tillit, j r, I R E 7 T.2. i1roduct troy be irshayierl vdill Hill.iH IyELOCI f'v' HURRICA)IFIE ZONES as defirta-41 on section 1620, 2 rU` the Flonno BLIlikiRT, 7F COd .1 : g ,� 7,3, F-Ificidurt Front only be Intoalled InDu Puro-old concrete,, Concrete Nuck, and wal frame structures. Prr,,L_J jcz Evaluation Report prepared byt,"I'alter pi T41, ,It,, P E, (Florida Licrim Ner-'4167), 11're--IdentafTilleco,,�nr,.(FV4esda Cipi-OONFr1q), r,01010HF? .... ��,Il AN Th i Nv, 11,F"I ..:_ - /? I'll , - -1 ,F� ,,� -1� � �le 'In ' - I EN � " - P � _:� , FIN, IFF"De '-, --is _�, ls,,�.. , & 1. ;r �� . � - - . . I , LTFL -I - �,_; -7 ` = - 1i _ P, ", - 4416 I - � - - - , �IiT 7* ! * = r Z * � I : = _� " , �,F , ''�� l 4 Vs�, ,- ,0�-yl OF ;"Qr� F - ------- IT...., ��. .�� _�_igs. , � __ __ 7L � 'r, F I _ _ " Ik. , , ..... . III , � c Ryo 1, '� 4 ,� , , � � , 7 S' I , "', " " ,,, , ,� I) 11 �--' 4'iW 'T y�PA,, I *, rwisfIll ` D��ML-SCOADMONqEnORCISIP,fi, AFFT-ORT ' P-,GLOAM Pli aCT40N FF;F-10tX_'7S I 0- I si DAnE . `G`FAkLVo1QJp) bi--LI;7Q"-A�-AFi;;uRN-�43o��,.75 � lie-orl'T #zr,-uni Fol,1_1111_11��____ / ..I.-.- k __ - �T ,� N") / T1 L FE CK- C �!> IF INI l��:, , Fill I, ,f4 7 U,Lff TISTFIRS3 & Figiiia�iZ . ... FiZme Ayi - I ___ _ ____ - - - - _ __ __ _ _ _,_ ____ ....... _� � _ Y�1,,,j_tfrriil,� 1'u�rJ!,.JJ,_,1lE,, -,i 2 A " 'JF, _,,� Filqrl 1QFF(0 ,Cr E-VAL IUMM J"PT, F4,111��- � 1�11F ffil U ,,.- F - � I � I � TIF4:1 1 I RIEP�ORT NO, � 20-0727,02 DATE� Ju�y 27, 2020 PRODUCT CATEGORY: Shi,rhors PRODUCT SUIR-CATEGORY. Storm P8TIF PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: aj-Qb-a�!-P-.Dzlei;ti,�"r�,!,��-',-i.,c�ts "LlIFIC 48DO &W� 51 Street Davie, Florida 3331 4 010M liWdM*JAAW1N3M This i,sa Product Evaluation Reporii issued tsy Walter A, 701111, Jr,, Pi iSystern 10 U! 140R) to the Global Protection Products, LLC, Rule Chapter Niol. 611 G2G-3, Method I D of the Florida Department of Business arid Professional Regulation This pD.Tdilice is being issued an Evafti Repod as dosonded hereim and has -been verified for comploinise in arcordancertfit. the -2-1.120 fidavanth Edition of the Florida Building Code, and to verisfy thsid the ProduYs for the oulToll Imarided sit least equiva,lent to that required by the Col This product evaluation Report sholl be sobJiel to ne-verer and mi�lismn in case of a Building r .Vole change that may aftect Its limital and conditions I Z EYOWNCE-5VO R IT 1M. 2A, PRODUCT IEVALV--kT-tON-U,QC--W-ENT-,Y-4,C),.�,, Drawing No. 20-1 iST price '24 GAG, E GALVANIZED STEEL STORM PAII snoopt I thni 18 of 18, prepared by T-ofteco, inc., signed spid sealed by teaker A, TiMtl,irl, P,r;,�� deNald 07,`2'k1iF2()20. This drawing is an integ&*1 'Tiff "ALI 5 wal LiM�cri Rops ril � 11 ,-J'o- � sil � 1,1_ , z ,-;,% jdF - � - . 1 �, V,eA, 121� , �' F /4�.��,-,:%r,Lp�hj� -. �, - V, - ,y� �__, - � � - __ -- s� - - - 11 � - - 1��:__ _iA167 I -j - -,% - � � - _�`i1sas�- =.,-- -1 W . - ___ - � , . - T� I - �� STA. � � 0P .!'z- � , �� )��; � - , L ,�_ -, �_, % - se -_ - - � OR - *�F _ - ill - � I . � , 6.153 hl I ill Stil Su ite 305 - ,"Ifisirl F"herit _': -1 i QO - Oki - if -10:5 r. it's I - I - , � - ' �Ph'4531 � F - . 0__MEQN_EN_T5_1QR_l�AR &.1-19i $fl STORM PANELS � 1 � SQji- ,FI:FFu;`l .Olnl� � L I% I F ,I - , 7� � I I j��Folr . - � - 1 ,,,r,r , - -- Is ", a, - , tFus, � i E I � _!Fni' I - 11 I L 1 F�,�s,' is. III I I 2, "Q- - , , � - - r � I : FIF � f)�, ,,, - � I r4.. -- ,IF I I 1,� - - __ - _ - - -_ - - - - I � ___ 1_;F� - 1- I �,M_ / � - A, I � JM,'z T, �s � I � - :1IF - ��, - - I - I I , ",F I - , . - - - "'l-T ... 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LLC,' I"�T`rFllll I 'II'LEpp� '!A_";'Ry -R'C�';&q-'_Pt_'l OLT ,ITT 0: � - _ � �rr �s.. F�:;:� ljz_�!�L IF , i Flidd � � - - --- !!FA,_1, , ll;;Fi� I I III 'T1F',TT rr-- F% 1, i , 17 tU , I a _ F�l 1) � _Ljttirg"",�� Is L ii,TpLM I Ij jr : jf,� '. _ Tip _ U T< . 11 T 1& - - - ��IFIFF`.p5:1�,,Fj��!__ � F, ",I,F�, , i-II, ", - IT lUilIND k PAT ,�W � PFr. 'T' 41 111111 FA ift-ill- I , F_ �,�F, F, A Z&_ I � Itr I IF'! � IT - �ll F'LNF1 - �FFFTFFFMT- li � J, _ 'All , F , - , 4, _ , 'r i - tees ,� ;;��' - -T,�, � - --- - - - I _, �r� r ., F, - r " �� F ... - VITIVI'll 1III!F ;' IT' 1 Il -�P;;,vil - � - �;,ll ) ��, Ili f n . lnrn �� _ � -ILF- � III I'IF - r- � �7�_S_, sir "' � �O , � __ ------I--- - . - _,__ . " - __ r - - - I.. . I F��_, �Fll:,F,l � -1 � - ------ , _,_ ,.-1, � r I F � L � 'Ji L, - -_ - 2�":F T= - I __ =�___ � _1 ..: wlll""'� FF: F, N , ", ' _�_L.. �,_ - F - ; - _ -- _ - � -- - L __ _ _ T`KPPU1_1A_&LLAX1Q&W_QKTA0, 14�1.GIIUI I ZZJES�T RFPQRTS�'; Large rinissile impact koid tests were performed Under SSTD 12-99 Edendarl as Per SoDflon Ifinip I r2 lot the Runde Buildmg Code Uniform'stepc Oads as per Seztionl7Dg,8,2,,pprA'4Tt�4E-3",30 Test reports prepared by American Testing Lab Of South Florida, Penchi # 081 4 or -PI dated 0311 1102 witnessed by pylitiam R, Mohner, PI,E., Roriw Moroz., PIE, and Henry Hattem, Pe, ,and Report ti 021i 01-01),dated February 25, 20091 signed and sealed by Edrnundo I Larqaospada, P.E, and Henry Hanford, P.E Large missal Irons" and cyclo; load�ngs Per, Proto'Onle-CIIII 20 � & 203 as Per Seclion 16091�2 ofthis Florida EiAding CocI Test Report prepPied I Aurencon Testing Lab of South Flodo;l:i Report No. 1123,01 - 10, dated November 23, 2010, signed and sealed by Jullo E, GonzAez, P,E. TaosilS test report No 9CM-1-98 by QC Ahitalturgical, Inc., dated March 13, 2W0, Signed and sealed by Frank Grate, P,E, Sig pay ASTM E-9 and Tensile Test as per QC Mcill a Rurgica 1 Report No. 1 OKM- 13 1 8 � dated Decern be t I e 201 0 signed and sealed by Jerry Jar,Wario, P.E. as per Al E-8- Z,3__$TRVEZTVR_kA_9N_ AWWATIONS, 03 in 2 4 Ga ge Galvanized Steel Storm Panel for maxim um parps length v 5, dei n wine fii as welf as inaximum anchor spacing vs. doisfgn wind load and panel length bared on rational Eord comparative analysis, and in accordance with section 1804 of the Florlds Bulld�rg Code Calculators prepared by nReco, inD., dated 12flSl lend OSTF27,13 (for this revial signed and Sealed byPinafter A 7`111111 Jr, Fl 3,-M-IAS!Lf�IM-PAC'-,T--Re-$J$TANCrm,- Loynd madtle, Impact under soccon I 609 � 1, 2 of the Florida Building Code, as per FGTD 12-4-9 Standard ade TAS 201 - 4LNN_DLQAliW_T_A_N_C_ET, 24 Gage Galvanized Steel Storm Panel has been verified to sust - , Win wind preasures, Maximum parl length shall be as indicated on sheets 3, 9, lo� 11, 12 and '17 of IS of Prolymci Evilknifil Document (P.ED.), drawing Na� 20-176. Maximil Anchor Spacing shall be as indicated on shisets 5, 9,10,11, 13 thru 16 and 18 InT 111, of Product Evaluation Dclournant (P.E.D.), drawing No. W176. 24 Gafte Galvanized Stuart Storm Panef has been verl for code compliance to nork as a non -porous Storm Shutter assembly, as per SSTD 12-99 Starl4ard. 1/4, 2/uL. 3/4, 4/4, 5/5, 7/5 ri=llg"--Wawa Ill , . � - - - I � '. MUL, 1A , I 30liti InstinflErficin shall be performed airmny Or accordance oreir, detal indilcatied on is I , sheets 3 thru 8, 1 2 thru I 8 of 1 8,, of Product Evaluation Drocument i(PFE,D.), drawing No, 20-175 Minimurn separation to gmiss shall he as mdir;ated DO sheets 3, 6F 13� 14, 1 5. 1 15 and I a of I 8, of Product. Evaluation Docurnorill (Pi ofterning No. 20-176, 6. MATERIAL CHARAUERMT1U ANO 6PE.CIR_V0AnQ,N$,; Shell bestfictly hr accordance wit'li General Notes arld Components indicated on shoettaind 2 pill 8, Of Product evaluation Document `(P,rEFDF), drawing No. 2_0-176� A richer specifications shall be as mubnotiod or) $beat I of 1 8, of ProdDW, Evaluation Document !P.F-. 0�), drawing NoF, 2D-175. 7L1,MtT_A1sl - Q -CONDITIONS OF _V$Fj� 7A, Shall be strenly in corripliarri with, Gemaratflillotes, No. 1, 8 thiru 14, Indicated I of ,SF of Prodj onsheial I of Evoludition Document (PI.E.D), drawing No. 20-175 prepared ler Tifteco,hric, and signed and sealed by Walter A. T'llfil., Jr. P-E 7,2, Product shelf not Eye installed within HIGH VELOCITY HURRICANE ZONES as defined op section 16202 of the Florida Building Code, 7 � L3� Product shall only be installed into poured concrete, concrete block, and Wrong frame structures, Procken Evaluattion Report prepared by Chiller A. "Plift, Jr., RE, (Florlde License ii 44167), President of 11fteco, inc, lRorida CA-0006719) vil 5-t'TILTSCIO ' ADM04 RF COR US � �, ii F-E P -;RT,21 r � eirl-Nise-JU r 6 _S TF E L _-, Di FM P- % 0 rive A IF 0 - I 7 6 i r rol"I'vIl"i 2till 2pil 4el s-ID, a "Llsi , t W"i sw/ 11 1 & 7W/ I! g 1 � . � I 9 - �!!" hil-FIF, , � ,'lK>tI,R,, . , r li,� li,F,FFFO�FFQ� S,�, �4]i�,AX �, � E � , � $L _,Eyi Fill A S . " MA" . J I . __ - - I 5, Fftl, ur ,vwn �rli sss�te,a I% �Fl M W & - � i F, Ill I ' ' ' " ' - _ JL L � d � � -- -- - ---- -- - +--, -- -- ---� _ � 0 0 - I I E � , - I , - � I __ - �` � . _ ':I�_- - - L - - - �1: � I , 1-11- L -t--- __ 0 M � � 'z? F, ,4 ,4 � - . � ."i, �iI �,4 i r , � Iyj - I � I � -1 __ L � - - - - - - - � - T__ - , _,______ � - " 1 rL 1� , � - � �r�- T - - - i I A r ... �, F � , I � . . . 'I - I `� 1 �1 , , . 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"_'fE, W-+�.1i�-IFICA�T,.'N'.'Fi�l,'J�V4�-ZI[O�ill-,'T�r-,) � �I`ANELDCMMM5�Mr57TJCCI lj'kir� In M.fFWJDT7CT`*T FEITHAITI, fWAINTIM TWURUSTITKIF, , F-r- TRAI 2ET T Arna.AE,F7Cl LEfffin'ti J`ANIFLPA91_rkr,RZD�rJWT, FAULF VALUTIT'l aLL�H,--A�-ZI-U'-W.AOE�S(7itOOLOL��VUTL-rriL,'TrC��,jOal"�6,,L, . AN��'f�,��iiAU--E�Z�,-,4,LLV)NAIFXORFAWXW�T��;P�UrA,�Ttl�,�tO.-, TTC171,TIMCTUDID�trfe; 5T "7,.WW SoC(i HW.7 5-ill SfAlt, CoNFEll ITJ OCT if I I—% W-10" SL MMMUM FWRMMFNTSF__LL&FTA� NmilinTIN ANCKA ji�FTDIOM-r - I ITIOU'll MM&�F?Mff4 AND III 1:1151FAIlICIT 117100I 15TIFICro, FOPT", lim- ITAETE 'I'tTIETP ef�`_ "rq.,-rtFw w-�,f�'OL5i"�SsKd&-L.-ELIM-1-��b-,C�il4'M�'b��S�t,,,LLBLV��pl�,ito�frr,��:pILV[f %FQ AD'quI �-v-�','S-'ER'M,-"-rou--'-"r�CtL-I"F �L 5 '-fUTTORI FITIMIF-1KI fill HERI 5illill 1 BE EMME-OU'l 'I' FJTF',FLAiI ICTOQR��, T*C- 9� Wl EV1.ST-,KG. CDUK1"TVRF- IS Wcm MAMIll1i IFT[i C%VMOY, FIXT D!Tl KE,�� liffUrtti Writ MI t�,&l ,TTUTr TN t'-�pinewA,:e,o,,�i�r)Of--LfK-.iw� NtECI -W ;�Lyvfl nk-�-Tl 71EF `% TeNCIFFID, I$ ACC_--TAEDE� ITAX FOR Sill CMFU�l PIKE1, C, 44H�R�:,.',,NC'�l,r�RSF,l��-�TE�,,T(,NAkRaVV�4',��CiF5��ILI��f,---kqNCI,f)4�,TEI,Z'�$IIA��l,,E,%��LOC&Tt!UtN 'teTrp - let M ar � - LIF NF:TNEUTOL r X 4' F i A , Nox, a le I." EDGE I% AW, 15 Fle:CFrUA9LF 000 1M 0 'ItAff W F' T, FICTECITI 5-T - D ��Wl i � R C 'D ;XJ ME AN 1C D V p ' V r ,� 5 0 K ,,ll ED F!Z_ N � RIF IFAFT� :Ff:r_-V, ,�, , I IFTIT. t 'DUI PHI L, IM 7, A PED r', OR H W. W-AD, III ,� etekfUtfer�� _ Nirl _5157 RAI 5I 11, FCTFVVDDL�� ANO 0950TRIQ It 'A "'ALL � , CT.IATIE, 45 - fill t -1 C" r � Flft� 5-REV6 III "IFF LLT71'Nqftr"f CNUTU�. L 'j"I"TV. IV` FFEP,-�A DIS 1IFFM TFFFF WIFE - _ - F, PAN trlrf�AFC, ITRIJESS 4FAD, DID WAFFR� HEAD C�311FAEFIN-I WOR,T), U 4 Q_ AD - DDIT ,FTE MAT �CMZIFT T�Vt'�r t' F I_I� T11CC`DDT WEr"ET1111" ITNICT CIGFU�rTANKE F4U'r,'Lt`CE5 S7CCW'1,ER "'TtIrtf F&FULTI-F-Ill tIT. IMI LIBUJITifF AtFAIT"For, ael,E)MCWTs TICHITITi ;I TZ IDET E=FPTAst F ltsmi ff * Ii el-,14'ettl aCM7 Ke", ;11 J EF . , - I NuIET ENFTDfTDE:T,al T. TD-Ir jel TCTIIl efg F,I,f TIM M THE A"FTeCR :5 �He-,Ftl -'_1 C5 _TN � ' L --eal I �I st1iFE r L,,, FIT , , t_ , , , 'r - I I ��e. , 1._,_-, - lf� 11 " ,�' 14 �� It, DA I, I, I I i I a t' El U; , ,R, - T I I � 11 , j< 's 2 il - Eft �� . E -a _ * 41 . I E; . . W , c , 3 I, , � - _4 CM R 0 � 0 - , 0 z I 4;x I � 4 � I . 0 �, "! I 1, fd - T 11 I., *r I i ,,, I !", I li N , ,;e , . . � I I 9 5, ; M i e I_� , 6 � ,-' - W I fte " LU 4 Ir IF < d nX I -I a) L (1) C_ cf) -m ,a) -- "I > = 0 =3 p b L_ .. = "I (L) (L) M_ M_ 0 0 L_ = M -0 r, . - En -p- 0 cl) - W 0) t� a) -0 0 -0 -= _a = 2 -2 a) 3: = = .9 U_ M 0 -]�-j CZ %+- C) M > . SQ -0 E 2 a) M_ J-H 11) M 41? _FS CD- �- -0 = - C0 < 7SA 1A P! 44 hk; FFA pr Iff K " _c_- _+11iiiiii-i +-I W :3 M > 0 L_ (/) CL CL < (1) A -I 0 C: :3 -0 CIO 0 L_ 0- 0 (2) M " U) M " 00 =3 LLJ � < :z z < - _j 10- SHEET NO. SH105iiiiiiiiiiiiiiiiili1 0 ', T FOLD UP WEATHER 'NUIREMENTS R E S �ST V E BAR R I E R & WiINDOW UNVI' TEMPORARILY SECURE [1))ARIF8 F LASH'I N G R E Q MAT 4ER a-, (D _'REIE:rSll Oil: il BARRIER 0,3 ins 12.0 in R703i 1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall > WOOD FRAME CONSTR crn, 30.5 crn) I APE - EXTERIOR flrIclude flashing as described Section R703.4. CD SELI-AliHEREDIFLASl 7_1� - LIF A E Al SELF -ADHERED FLASHING (3 0 3 SHEATHING By LAPPING DOWN ADEHESIVE 10 IPPILLED UN!, OVER RLM JOIST AND W 7HRESHCYL C) OF DOOR AN A 0 S— RETL1RNLW,jAMB .0S UOUID cu WALL 81( 6 IN, 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, t 1A 1 L BETHArill F UVAL WE li E R 77 CEMT. FI!N.L within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means Olt PROOF CAUt IONG draining to 'the exterior water that penetrates the exterior cladding. WEATHER SELF J BUILDING PAPER RESISII]VE -ADHERED FLASHW (D 0 BARRIER 11 4D— 0 -C= (D SFAL TOP-` Of JOI WIRE LATH R703.2 Water-resistwe barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for T pe 1 felt or other 0 UNDER DECKING A 0 SiJ W o],1013 7� �r" approved water-reslistive barrier shail be applied over studs or sheathing of a! exterior walls No- 15 asphalt felt shal (SEE DETAIL WP07) 11 be applied horizontally, LL SELF -ADHERED FLASRING K" the upper layer lapped over the lower layernot less than 21 Where joints occur, felt shall be lapped not less than 6 Other CID 0 approved materials shall be installed in accordance with the water -resistive barrier maniiirfacturer's installation instructions- The No.15 asphalt 0 HEAD FLASHING TIE-IN INSTRUXTIONS- 70 1, Cut, fuld up & temporarily secure weather HIM J(AST felt or other approved "fate r-res I stive barrier material shall be continuous to the top of walls and terminated at penetrations and building 42) appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. CX cl resistive barrier abovill header to allow for Co THESE DETAILS ARE. GENERIC AND flashing rrisiallation 402 V MEANT TO SHOW GENERAL FLASHING 1 Seflf-adhered flashing pWs head flashling under U) AND WATERPROOFING METHODS TO weather reslistive barrier R703 7-3 Water-resisfive barriers Water -resistive barriers shall be Installed as required in Section R7�03.2 and, where applied over wood -based iler with a perf!ormiance at least equivalent to two layers of Grade D paper. The sheathing, shall include a water -resistive vapor -permeable barr BE USED. 3, Field weatherresistive barrier back over head J 121, individual layers shall be installed independently such that each layer provides a Separate continuous plane and any flashing in flashing, and seal with tape __u_ accordance with Section R703A) intended to drain to the water -resistive barrier is directed between the layers. Scalle NTS SELF�ADHERED FLASHING SLLF-ADHERED FLASH IN(,., SELF -ADHERED FLASHI�,,IG CEPAT, FINISH SILL/ PCTSSHELF/ CHINNINEY SHOULDER Exception: Where the water -resistive. barrier that is applied over wood -based sheathfirg has a water resistance FLASHING INSTALLATION AFTER WEA71 HER RESISTIVE BARRIER — 111 '3 FLANGED WINDOW W P 1 EXTERIORDOOR, WITH DECK - SECTION A W'rv'%j 0 2 W P 0" equal to or greater than that of 60-minute Grade D_ paper and is separated from the stucco by an intervening, substantially nonwater-absorbing laver or designed drainage space - EX! ERI CR -SHEA11 IING _-7 NIECHANLCALL FASTEN i RUBBERIZED RUBBERIZED ASPHALT 314L1'l" DEAD OF GI'� N45"Ti �IJEEDED IN CORNE Rls ADHESIVE EXI FRI()IIL SHEATHIlPLI'-1 STAL OSPHALT ADHESIVE 41 IN' L Sil THROUGH SELF-AD-HERED I , / 3,'S"CEMENT All')LHESIVETO BF:. 60"PI-LED Uill FLASHINGJAMB 8 1EAD R703A Flashing,, Approved metal flashing, vmyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied THRF�`4100 OF D(�()R AND FE'rURN FLASO NG SF F FLASHING SELF ADHERED FLASHLNG,� PLASTER shingle-fashron or in accordance with the manufacturers instructions- Metal flashing shall be corrosion resistant. Fluid -applied membranes JJ 7 R�Zg YAl UPJAMB 6", 11: lLil:lDNA: L l:: FU�N0 CMU - MASONRY SLOl 12 11JILL DPYL()y1 OR EaJAI, All LL R PROOF CAULKING used as flashing shall be applied in accordance with'the manUfacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME g components. It c SCORED entry of water into the wal . avity or penetration of water to the building structural framin WLN()OW LETTER ON CHEMICAL PELE.7ASE PAPER COMPATIBILlTy Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be -sealed at the fluncture with FASIENER -lining wal"I with a sealant complying with AAMA 800 or ASTM C920 C,lass 25 Grade NS or greater for proper joint expansion andl _LAS� the bu. i SELF-ADmERe.F) FLAsmrt4c, S -Lf Al-r-LERED F Hi R LEARIl VIANDOW BIAX TO MCIIIILIA, Mill fl�' 1,1�i SEALANTAT 4l G� .,ALANT JOINT AVWil traction, ASTMC1281, AAMA 812, or other approved standard as appropriatefor the type of sealant. Flui I -applied membranes used as -M TISIDE EDGE OF con Oli Of VEP flICALit'i'l MASONRY BO 1'k Al 10F flashing in exterior walls, shall comply with AAMA 714. The flashing shaV extend to the surface of the exterior wall fin' h. Approved flashings WINDOW SUCK—N s 2) SEALANT JOINT 'fe shall be installed at the following locations 5) SEALANT FROM 'DGE OF INSIDE E WINDOW FRAME YuP1JDOW SE A I I N A(SE lF DE T'JL WP02) SUCK ACROSS WINEKIW Bj(�K , -) . "P AND EXTI EN) TO I, _7 1, 1.Exterror window and door openings. Flashing at exterior window and door openings shall extend to the Surface of the exterior wall OFINL)OW � RATJE MASONRY 'Y" ATTACHr.O finish or to the water -resistive barrier complying with Section '703.2 for subsequent drainage Mechanica�lyattactiedf�exib�eft,ashings PER CO DE O('1)LED SEALANT REOUIREMEN'TS 10,� 0 shall comply with AAMA 712. Flashing at exterior window and door openings shaill be installed in accordance with one or more of h DEAD BRIDGING 2 following- CL,ADUING AND WIOUCA#1 11 The fenestration manufacturees installation and flashing instructions, or for applications not addressed in the fenestration SELF-A,Dt ILRED F I./i, S, flNG 1) SEALANT WINDOW FRAME Till if'LANGL FRAME WINDOW BUCK ALL THE WAY' manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where. flashing instructions or details are AROUND, INCLUDl SILL, 4) not provided, pan flashing shall be installed at the sfill of exterior window and door openings. Pan flashing shall be sealed or SEAL TOPSOF,j,)1,8`]S (�6 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 D(") NoT F1 ASH 0'VER ROTIOm UNDER DECKING 7 ngs using pa I (SEE DrTAI1 WP, t' , �2 drainage, Openi n flashing shall incorporate flashing or protection at the head and sides, 1�2 1-2. In accordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1-3 1.3. In accordance with other approved methods. 11 A in accordancewith FMAIAAMA 100, Fill AAMA 200, FMA/WDMA 250, FMAIAAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENES FIRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW W 0 4 EXTERIOR DOOR WITH DECK W P0% 5 WP06 INSIDE CORNER 2,At the intersection of chimneys or other masonry construct on with frame or stucco walls, With projecting lips on both sides under stucco copings, 3,3.Under and at the ends of masonry, wood or rretal copings and sillls, JUL 2 12023 4,4,Confinuously above all projecting wood trim. 5- 5.Where exterior porches. decks or stairs attach t a wall or floor assern bly of wood-fra rne con struction . & 6.At wait and roof intersections. irtual Review Assist Inc. . . . . . . . . . . . . . . . . . . . . . . 7,'7,At built-in gutters. Water Remnant BarAes 0 Plans R p ete an approved Coinnill for U F C 7th Ed, JAMB:, l� ILL AND HE,lk DETAIL hY Behr An APF410'IdEt) SlllrATH0401 e lahr P 2300 APPROVED HOUSEWRAP V . . . . . . . . . . / PA7CH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ,S STRUC"t'ALATH TWIN TRAC*, 2-5 T .3, FLASHING AND WATERPROOFING METHODS TO BE USED. 12 MIL (frml DRYLOK EXTREME APPROVED FLASHINGTAPE cl, lo: 2 Al, DOUBLE 0 J;OIST 'V` SEALANT SOCKET WITH TOOt ED APPROVED SEAL ANT INGLE 718"Cement POster in accordance with 7118" Cement Plaster 1 EAMI Foundation AJPAI'�i JOIST SELOlvJI SELF_AD+1ERED FLASHrliLL'"I 4 ___7 r . "Z I .'� N'1", h SELF -ADHERED F ( i . r - i �1_11' � I r', L ASTMC926 in acmidance with 4 - � I I — I " . I `�< LASHING �S/ . - . _/ I - "k, ASTmC926 A A N Felt backed metal (12 "t Joll lathe'n accordance Felt backed metal 3" MrN VV d! '9, SELF -ADHERED SELF -ADHERED with ASTMC 1063 lathe in accordance FLASHING FILIASHING 4 11 with ASTMC1063 (2) �l 5 Building Paper Building Paper sheathing 7/16' O�S,B� SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing U FOUNDATION WEEP SCREED Metal EXTRUDED SHOULDER DECK JOIST W 'Plill OUTSIDE CORNER WPu8 WPN Flashing Weep Screed Installed As Per A ^a a N` 2x FRAMEVVALL-----_, y < Manufact. Spe( L! r b"ELF-ADHERED FLAZ)nING A"% s o F� s,,ivir lea I -Ill In --I ASHtil (SAL S, E LF A Bottom Olt cauk bottom TILE FINISH- 1 y I�DPl VVEAT�l 14, R t �.�I"�TALjT AN Weep ScI=eed joint only AINAC-4f PL4V,,F.YAL3 ampli PRODUCTS DETAIL LEGEND Maintain St de or, sim" (3) < UJ A('IlNr)BREAKw1E WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO < SF-) L jU H Above Roof Weep S,creed 1,l DUROCK > SELFFURRIN(L., fn PLASTF.RACCESSORY PER THE FBC RESIDENTIAL 7TH EDITION (2020) Sheathing Installed As Per < SF LATH Manufact. Spel 1'4"' PER PLAN ICU > Detail instructions OF - i 41 UP A"Pip Oil TO 11211 C-Nmentitious 1-LY PER PLAN HF, OFRTICINI Refer to the number marked as 0 in each detail that corresponds to the Ill R F AC F I �') I )F Cernent f."Lliaster Decorative Finish lei numbered items in the list of instructions below� AS AN10R in accordance with ASTMC926 All inside and SLOPE 1 1 Install self -adhered flashing in order as shown by number's 3-1,,2'�Nl:11 FLANGE over wood 2nd 811clill outside corner will 4' floor need to be miter 2. Install flashing and weather resistive barrier to form water shedding _7% 4" OR 9" CIO lJ laps % cut and caulked all (PER SEAT DEPTH) ...... . . .... butt joints need to -adhered flashing can be substituted for building paper TOUC�2 rRAMiNU 3. Self I I L , Z Z < < ILI I becaulked using =3 -- ---- k STRLi IT, I SHEA -11114f le V Stampede, or siril mbeddled in the adhesive layer) - for ease of installation and to 10- 4. Split the release paper using the ripcord (Split release on demand, 2 Aulk for all PLASTER minimize scoring cuts FILL WrH GROUT �v - � � D� I� I IS A liilL:,Jl� 4 TOF 0 OF SAF 5 Remove allrelease paper per standard installation Instructions and A' CONTINUOUS SACKER LU bI I adhere to substrate using a Square piece of flashirig rnataial (6" x 6" 101 SO'LID SEE W Mininlurn) SLOPE0 MUD BED,1, AC _�RY SF li Folio as shown by arrows & ICU W 7. Angle of cortler may vary, adjustfolding of the flashinigi accordingly to 3r, A M x VINYL SHOWER FAN V fit tight to corner A Note: Mechanically fasten as necessary Ll :::'N,,L1 . . . . . . . The building paper, and metal lath must be < Cement installed over the top of the weep screed. TER, $Tc '( - Plaster LAS if -A --co. , _1 A) 'NTIN Ou"", RAC i POI overblock & 8 E ALkO I St floor Z <7 it �CEMENITFIKAJS 9PILSIAl < %_J* JYA R7 03 i cl Bid e Gen ra I Ext n Is g s d h in a 7 3 Wate r ral It Ohin 1h e wall asser on w - t r i i to ill exte d n n OK a rlg D3 ater. r r 7 a 'Ist, SHEET NO. WEEP SCREED DETAIL lill -A SHOWER SEAT IL .1 1 SOFF ff/CAN'rIL EVER Wr_ WP10 SCALE. NOT TO SCALF W 1 5 00w, �1_ J I Will T—D—L FFT; , o I __Tll ■� TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--, WEEP SCREED -------- .__ CONT SELF ADHERED FLASHING TURN 3" UP WALL 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CL STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN If=1,-nip 21 I HEAD WALL 9 O_'118M. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN----_ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED rY�L'7�=L RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"------ y" ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL ' FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL FLASHING FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE - STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 00 bo JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES, OTHER APPROVED CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. Aw—Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE Ilk z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN00 TURN UP WALL I.'.IN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `"' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 0 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ROOF TO WALL SHINGLE TO SIDING W P 12 - - W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 311 1 1-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: CO 00 STARTER STRIP--_ _ STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL-- MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN — INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. ^ MANUFACTURER INSTALLATION\ Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A CO STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CON5.5 SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ROOF TO WALL - STANDING SEAM ROOF TO SIDING WP 14 p Wr 1 5 3„=11-011 FLASHING AND WATERPROOFING METHODS TO BE USED. Jul 2 12013 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N Cn N O =3 L N L c:)_ C O O Ca to t— O OL U O 'i N C O CU >O .cn (0 -0 N w EC N 40 CD CD- -0— ca. a z z W J V a� 0 0 0 Q) Q L a z z a Ca O i Q Q Q U O CU CU m 0 SHEET NO. WP 2,0 ■. ■. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED -----------__ HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING ---- COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKIN COUNTER FLASHING 00 PAN FLASHING 6" MIN--____\ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---__ 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN--- ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL Aw HEAD WALL IGLE ROOF PER SPECS ERLAYMENT SHINGLE OVER 'EDGE F SHEATHING PAN 'EDGE SUB FASCIA - ADHERED WRB TO IGLE OVER WRB ON L BELOW AINUM BRAKE METAL WRAP T BACKER ROD SEALANT ,CO'J' MOULDING D OFF BRAKE METAL AN DCO ON FRAME - 7/8" iAT SAND FINISH STUCCO ;ELF FURRING LATH ON 2- :RS OF WATER RESISTIVE BIER COMPLYING WITH vl E2556, TYPE 1 (TYP) L SHEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL SHEATHING PER PLAN___ - WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER RESISTIVE BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED FLASHING TO --- MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHINGPROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR OF SHEATHING DESIGNED DRAINAGE SPACE. PEER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 16 - ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3��=1'-019 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ESE ARE GENERIC AND MEANT TO SHOW LS W P 18 TH FLASHINGI AND WATERPROOFING METHODS TO BEUSED. GENERAL JUL2 12023 Virtual Review Assist. Inc. Plans Review completed and approved for complianc�awith Annethe Klaho PX2300 Edition by der C_ L > s U N L Q O C CU 's= c 0O O CU U_ O .� O cu E c O 2 Q 1--0.=U)Q 4O Z W J hI C a� 0 SHEET N0, WP 2A