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HomeMy WebLinkAbout6383 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVF MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE: FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN F P(� N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION 3� - A2 1ST FLOOR PLAN ALUM -ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 r` • �' T A 0 ELEVATION ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER 3�kr%`j J DO ``,�p U) A4 ROOF PLANti.� AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE �� �2 `, o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING &ROOF PLAN i BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS ; . Lo 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 � ' wJl�oGS 2. WATER -FLOW RATE. � ,� • � ¢ BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES �'/ BIRD - BOARD PNT - PAINT FINISH 9 PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES 44 Z BRIG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. F°' -�' -` W S3M FOUNDATION DETAILS BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS O BUC - BUILT UP COLUMN PERF -PERFORATED 0 CAB -CABINET PLT • PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS W CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS z CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.2 PRODUCT APPROVAL 0> p o U CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL 0 M cq CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL ,� H co CJ - CONI ROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL - ) M U M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS E c C DTL - DETAIL RS - ROUGH SAWN SH 1.1 HURRICANE SHUTTERS .� 6 : DIA - DIAMETER SC - SOLID CORE Q GUARDRAILS - CHAP. 3 -p u o o Q SH 1.2 HURRICANE SHUTTERS �_ � � Q [:]STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS N V w - H DIM -DIMENSION SCP -SCUPPER SH 1.4 HURRICANE SHUTTERS •� ` � E ^ � � DISCON-DISCDNNECT SCRN -SCREEN DW - DISHWASHER SIM - SIMILAR DR - DOOM SHLVS -SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS � c a DBL - DOUI3LE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS DWG - DRA\VING SH - SINGLE HUNG WINDOW WP2.0 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS WP2.1 WATERPROOFING DETAILS 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. t� FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA `� G FG -FIXED GLASS TOC -TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, �, ✓ FD - FLOUR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE �i FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS w° w w 2 o 0 FIR DR - FRENCH DOOR VAC -VACUUM W t1I W w o m a m a a Y z o z GALV - GALlANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF < U ¢ CY R -� 0 2 � 2 2 2 LL UQ 0 L- J O_ GA -GAUGE VERT -VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) I- 'o w z w - z z a ( ) Q � Z LL Ii - Z � ,� F- GB -GRAB BAR VIF -VERIFY IN FIELD C'1 O O _j 0 CL z Y O Z z o w U a O O�OOm Z U LL O� GFI / GFCI- GRCIUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: fn Z ¢ p w O W - W z o Qa. GLS -GLASS V -VOLT o¢ o° a z GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: ~ GYPBRD - GYPSUM BOARD WH - WATER HEATER 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 / R HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD / , _ HB - HOIcE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. 11j N HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD w INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 � LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING S2 = ti LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING O LGT - LIGHT _� O O MAX - MAXIMUM A.5. DOOR OPENINGS: M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q J U') MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a LL IT MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q W Q l MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ W IZ M OF DOOR 000 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Z V SURFACE TO FINISH SURFACE SYMBOL. LEGEND. A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W 0 �A = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J 0 -STEP DOWN 1 C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: \\ INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES FOOTING NG OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR 0 = 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 - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OUT -SEE SCHEDULE ENTEL ELEVAETERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED l� ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - LEDGER SCHEDULE SEE 4 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND A15 LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 ARROW SHOWS DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER ® o 0 0 0 N N 'W � N N a a O o o 0 0 an N Z N 1 o o a o 0 0 W I 1 Cr Z JUN 2 7 2073 .� ZW O w Woz O U E N NARSW U U O OFa CL Virtual Review Assist. Inc. Z W n✓ m for clans Review completed and ~ �W¢ mpliance with the 2020 FBC 7 h E etion i� O � � p L E N N A R TA M PA DIVISION by Debra Anne Klahr PX2300 4600 W CYPRESS ST SUITE 200 ` 1 NOTICE TO BUILDER &ALL SUBCONTRACTORS UD 2 o zwo TAM PA, FL 33607 o Z 0 gzx IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Lo Z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z �� LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL 0 SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR ¢ MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S W CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N o 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > . . May 5, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ,ammo,., , j COVER SHEET 30'-0" OVERALL 10'-11 1 /2" 6'-0" 13'-0 1 /2" 4'-0" 4'-0" 4'-3" 3'-5" 3'-6" 3'-10" T-0" 4'-0" A _ U- 12 � 4'-8" B C r ELEV (-) a rh HB M Q Q Q C11 9 0 JE3 0 4 I u A Q ''9'-8 1 /2" 6 � w�'' --t-- REF I oU W I I O 9 I - W I N I `t' Q I _ _� I r---� 16'-2" I I 13'-10" C.J. i C.J. o I i B B �I co00 I Q O II M 9'-5 1 /8" ELEC/PLUMB v GG S3 _ i CONTROL JOINT 9 — 7'-3 3/8" FOOTING 13 / (4) STUD o f� COLUMN W/ (S) /-� HTT4 AT BASE Iz M I C IO -� Q p IIW0 o U� �vI I 7'-3 3/8" z 2'-4 7/8" � zzI I LAVELEC GG KOI N 1-9 1/2" SioO U WH Q M=D N U ' ---1--- --- 0 o v I 10 I _ co N I- 8 I CC I S3 11 I Q ELEV I S3 13 D ~ 00 a, p 9 oU - z No Q I I I I M Y 0 I -4 7/8'LL N z �� I WC I I o00 B p IU I I - I I CONTROL JOINT N UI I 07 — — 00 rn SEE DETAIL D/S3 I I 1 N c I N FOR FRAME WALL ( I TO CMU CONNECTIONS LB - � 4'-1 7/8" FOOTING [3I o J _ 9. � M I I � � N I O(�I , I 4 [1'-7f'[ 3'-0" o 0 i 3 B _ _ N a� 6130 —I 1 I -IT Q� 130 J C — — o S3 9C ELEV 3 1 /2" 1'-4" 16'-0" 1'-4" 1'-4" = ti U� 20'-0" 8'-8" 1'-4" H;0 a —_ 30'-0" FOUNDATION PLAN (ELEVATION A 1 /411 = 1'-0„ J J vj O ELEV. AT 0'-0" 8" MIN. ABV. GRADE TYP • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) '= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/211 DP X 9 1/2 WIDE RECESS NOT USED 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE SINK- KITCHEN 6� REF 7� WASHER 8� W/H 90 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8„ x 8 DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. CC PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY D MONO FTG 16 x 12 DP (2) #5s CONT. JUN 2 7 P023 Plans „"'"'ump(e[ea and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N un o� —�c— • o o Ai=;Ji; i 5!D ,n I a3J 2 O 0 W 0 z LO > _W 100 U M `=' 6 �*M NAM 2 to V O O u P r d cco o` 28 p 8 •N w Li.N N' V o E�2 m r" a W W W oL Wpm uj ujQ W WX�F-z� Z C� Q g_jQ0Q�Q ix LLV0��0 � acnx F_ 0 F- Z OZOR00mZza0 cnWaWWluwLuV5x Q;5<WgoziwOOWL) D _ W O z W 0 �U)(00 fA M O� � _j C� rr^^ G VJ LL r CLLO (M 00 Z V W J O O N N O O O O N O M O N O N O N N N N T O O (D o N 0 N 0 i ' 0 N� V5 o0000 i L i V > N M IT LA (O 1 Cr COW V) Z~ z ¢z W O _ W 000 O V 0(.)U) O :)Zj or" Q z arra �WQ T"_I M W N M N ZOM • w � Q�� p ZWO Z V aWLL Zu_ � z OU 0 W z A 1 z W ui N a N LAST PLOT DATE May 5, 2023 Z.6 0 J MONOLITHIC FOUNDATION PLAN A 30'-0" OVERALL 15'-8" 7'-0" 71-4" 10'-11 1/2" 6'4" 6 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" Co c SH 25 � HB M HD AT 6'-8' (4) 16" o DP SH REF ANTRY ro'i (V 7 5/8" 2'-4 1 /8" '-1 3/8" 6'-6" 17'-9 1 /4" 7 5/8" ohs KITCHEN °0 LO 8'-8" CLG FLR FIN LINE 4 7 5/8" 8'-11 1/8" 6 1'-11" L. GREAT ROOM 13'-9" X 17'-10" 8'-8" CLG 2x6 KNEE -- WALL TOP �? ❑ N ' @ 34 j" C N �I W 0 0 0 0) 00 _ SINK W/ DISPOSER i N (2) 2X6 Q/S4 HEADER 00 FLR FIN LO NMI LINE T 7 5/8" 6-9 1/2" 1, 12'-2 7/8" M. 1- 6-3 7/8" X-4 1/2" M7 5/8" COLUMN �� r. 1 • �i 00 8'-8" CLG N � SH INSULATED 4" WALL 20 MIN FIRE RATED DOOR W/ WEATHER STRIP PROTECTIVE BOLLARD INSULATED BEARING WALL TWO CAR GARAGE kltl/ iv 8'-8" CLG T 0 N LINE OF GE �NOPENGA — ---------------I POSITION I I � SEE DETAIL D/S3 FOR FRAME WALL TO CMU H B I CONNECTIONS I I 16070 00 F_ -------------� co 00 LINE OF W Q 1'-4" FLOOR ABV 16'-0"PP: TIE BM AT 8'-8"ve 20'4" 30'-0" or OVERALL FIRST FLOOR PLAN (ELEVATION A 1 /4„ = 1'-011 I IIII .III►:� (2) 2X6 N Q/S4 D Rh HEADER I!�CLG rn _j T[ v G 3EARING _ S3 .9 00 8 36" H CID 7 LOW 6 WALL 5 FLR FIN 4 LINE 3 , 2 36 H FOYER U ONT 5'-11" X 3'-7" HA RAIL 8'-8" CLG H AT 6'-8"� ENTRY TE PEREDI 20 8'-8" CLG M 1/2" 2 A3 8" 3'-8" — — — 5'-8 — — — — 8'-8" J,1'-4" 10'-0" N GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL 0 = 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 JUN Z 7 2023 Virtual Plans Review co►neW AssistPlOted an . Inc. for compliance with the 2020 FBC �Phoved by Debra Anne Klahr PX2300 Edition 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 ®'�o° M 04 DRSW J 1)0/y •�-f7 Lo LO co �• LO i5S05 W 0 ❑ W z Q AW' Q '0 q U M 2 MIENH 02 t E ` vI 0 8 m i •^N` W w p� L cO E a a W LV LLI tlj W O F �Q 0: _j WX 90it Q Q U X�-_a0�o:aWU0� Q 0 CY ix3°z2°o�aa ZgZ0R00mZz 0 F— ��y 0 Z CY cnWaW�nnwWW55XQ�ZD U � V Cn ¢wQV5?wzOWOOa < W %� 2 W Z 8W U Q Q 0 OQ¢ LL f O z W O� jc=o (00 `M O Q LO Co U) LL ti �—�cLM 00 U Z N W W J0 O Mj co N N N N N N N LO N N a N a N a N N o co o o N a ! O O N `� m o o fo 0 0 0 � Cr M U) Z E-- ZZ W QW O � W Z O V WOO VUy O =)Zj Or Q z �a�a F— Q �--I M F- w (V N ZOM W�� Q O ZWO �. 0 Vaz . Z z �Z , U F 0 CL _p W W Z Z W .. N 0 N LAST PLOT DATE O May 5, 2023 Z O J 1 ST FLOOR PLAN A L-i ,"" SECOND FLOOR PLAN ELEVATION A 1 /4„ = 1'-0" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 930 1287 TOTAL LIVING SQ FT 2217 ENTRY GARAGE 54 401 TOTAL SQ FT 2672 (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 STAIR SECTION 1 /2" = 1'-011 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK JAI 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) SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW1 FBCR R311.7.2 10" Lizl" 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 E" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 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 RIND 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. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1)RA EACH SIDE) D CENTERS 3)d NAILS AND 8) 1/4" X 2-1/4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w 07 NOTE: for com 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. SUN 2 % 2u,,,, Virtual Revi ew Assist. IV�md teview completed andance with theFBn Debra Anne Klahr PX2300 M N O N LO O 00 LO o! Q Z w 2 O 0 w 0 z Q SIN` N L N L'0o _W L cM N co 8 6 (n M -- M W E L U p _0 O U- g 8 ° Q .N .,c• U 0 a am Q ■ L W QN o E2 C 7� V V ^ a 0 LLI Vj W O ►- U Q V �jCD0�XUS L.00L_j0 OXZQ: O 00 JH Q (�f H au)x 0 OXZOOmzj U �Oaa�zYOZ_ZLL 0Xa OZ a0W0�_1¢-0 �U, LLOQ 0 Ca< >_0 w3e. O U0 �— m Z W C`4 > N z O J i 0 O Z w O� L" Z) t` 0 D M O Q U) tM Lo z a- (/) j - mU)L L_ti - IXa- M_ 00 Z C)F- W J O 0 (O Run O O O O O O O O N O e— O Co O z O to O O CDO O O e- N M 4 6 '6 ko T--1 ('V N A3 LAST PLOT DATE May 5, 2023 Z� zz ¢w z W Woo _V VUV5 :DZ5; O Owo Z w�2 F- Ww� 0 h-~in—� Z= o� 2~� O giro V ww az �z F� 2ND FLOOR PLAN A z z w 0 N 0 ROOF PLAN (ELEVATION A 1 /4„ = 1'-091 GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT JUN 2 7 2023 Virtual Review Assist, Inc. x Plans Review completed and approOed/ for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M 04 t. '� fCD LO Z ' 00 LO W k „• k 0 �_• Hw 0 z a 0 N LO W >V. 100 u M d N co N V O u M ` L u `R p : 8 < g .s N ^` Wo v a� Co W 7C) L �� a °a IC� w w W W W M O 0'5--U)p�MU)U_Q <o zoLLOLLW� I Za a� OZ�20 LL �vWW O Z W V)O �_j<OUzz a.L �0Q WZaU_ OW F- OODQ a LL 0 ZCN w O F.. 5 0 � M 0 Q (1) M � w ti F- W 11 co z0 Z W wo J 0 N ali NO O N M LO O N O O N O N O 1 0 N L0 x o O o c O O` I 0 Z ~ ZZ O w Z Q V 000 111 VUU) 0or0 =)Z5; ow- Q Z a—aa l0 F- W III a .r-I co= W N �o N zol: • w }' 00 Q=CQ U) ZWO O Z V W LL az LL .. Z =� 0 U _0 W z a z W W J N 0 N LAST PLOT DATE Z 4_0 0 J ROOF PLAN A 11 SECOND FLOOFZ - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1'-091 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 22"X36" ATTIC ACCESS STAIRS AREA O4 SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 c XZ53) U CJ1 1'-0 5/16"'t.--� I. 2'-0" 1. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. • 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF 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 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 DES!GNED 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 12 HEEL= Z�A� 12 PLUMB CUT — _ 2X4 to TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8" A.F.F. LABELED END MARK HANGER CHART d L = HTU 26 (SIMPSON) d d = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 134 30' Spanlor less DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 60 degrees or less 30' to f 112 I e 2/3 to 1/2 ■ line span approx. Ta line span approx REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. F OOF DESIGNED FOR SHINGLE REACTIONS UPLIFTS SHOWN ON ENGINEERING. ••••••• OIL 01 LOAD DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 121e RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 MOVED FG2 BACK 8 EXTENDED FTTS ARZ 08/24/20 RDO1 REV. ENTRY JRH 10/30/2020 RE01 NEW CODE LCA MAW 1-14-21 Ej� CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT BLOCK DESIGNER PAGE RFS DATE 8Z 19 16 LAN# _F SCALE N329220R 1 4 "=1' ??? 11/18/02 9:52 AM CCA48.dwg F' Ft0 o C2�"�` LAD in Ln • � � asp Go 00 i 5905 LO W O 0 w o z Q Ln 0 L E W L � Oq 0 C)M� 6 N -0Co f co ` :) 2 O rn 0 u 8 v Q .Ns w0� Q N C 7NLMoET.9) _ w��ww O Q � Y(7 LLW 0(j)LLU0_j0 OwazYozLLowa�no M0�0z0=00 z oa 0< LLZQw0W a9HW625 Q Ir LL sl 0 Z W O� O F_: M Q(/dML0 LL (f) r, z I— 0 D CY5 00 < Z U LUZ3: �o mi JUA 127 3 Virtual R Plans Review co ie Inple Ass t. 1 c. r compliance with the ed nd a p by Debra An I f O F4D t e e K iti N N N O N O N O N O N O N O W O O N N N O N LO W o 0 0 0 0in- 0 LO W. 1 � 00 } Z z C:)z� W Q V Woo U � U Lr)-0 O �Zj Ora Q Z a —a F- w r I (V a mew �_M NW �O� %" Q�=) O zw0 O Z U aZD_ LL Be Z �z �� OU Q Z z z _j WN N LAST PLOT DATE . z O May 5, 2023 J 2ND FLOOR ROOF FRAMING PLAN A 4" 6" 0 ZD TTITr 2 1/2' 1 1/2" , kTr• Urm bill■ 1'-0" O.H. 7/8 STUCCO OVER FRAM 12" PAINTED RAISED STUCCO BAND DRIP "V" SCREED-- 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 fc1rVIIIIIMi�i ..��IIIII\►1111■11111■I��.._ JI1.��■1■1■1■CJI■1■1�1■t■1�1■1■■._ ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL El 0 0 kk N kTrA rlUtlll■�111■I�111■I�III■f Iii:�l�lll■I■111■l::�l�lilll■11111■I■111■I■111� I�ii;!i111�1i111�1i111�1i111�1i1.:�tilll�tilll�Is,:�I�Iilll�lilll�lilll�lill ��, SECOND FLOOR CEILING" 1MEMO@ son _-7/8 STUCCO OOD MEN-0111111 ■■■ sonCASING :OVER ,. ■■ ■■WEEPS OVER FLASHING ELEV AT 10'-0" Alk SECOND FLbbk FF \�F uii��llJIi111■Ii111■lilll■1i111i�._ FIRST FLOOR CEILING �� ■■ PAINTED RAISED ■■■■■■■ - NEI'6" BAND PAINTED RAISEDTRIM 0 �TRIMBAND ELEV AT 0'-C LE FIRST FLOOR FF FRONT ELEVATION A 3/ 16" = 1 '-0" 4' OFF RIDGE VENT SHINGLE R 12' 5 2 � I -w I iv J I 7/8" STUCCO F, L OVER FRAME C.J.I SS CA 8'-0" 14'-0" 8'-0" WEEP SCREED-7— EED CASING BEAD SCW/ WEEPS OVER FLASHING 0 iio � iio �® 00 ifl 5/8" STUCCO OVER CMU lit — - — - — -- REAR ELEVATION A 3/ 16" = 1 '-0" 12 4 __00 3 0 fcYryiIIIIMl�i c 0 TRIM BAND J.,�� 11 WINDOW DETAIL 4' OFF RIDGE VENT-, SHINGLE ROOF 12 5 SAINTED RAISED PRIM BAND :ORED LINES 6" X 1 1/4" THICK SMOOTH STUCCO BAND A I❑o 1� COLUMN DETAIL 718" STUCCO N I OVER FRAMEJ �( I �( C.J.I C.J. C.Jl C•J•I C.J.1 6'-4" - - 10'-0" - - 10'-8" _ 10'-0" 6'-4" DRIP "V" SCREEC WEEP 5/8" STUCCO SCREED OVER C M U 5/8" SMOOTH STUCCO OVER CMU V4. 2"- 4'-8" RAISED TRIM BAND ELEV AT 1 _ ELEV AT 10'-0" _ SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" - -- FIRST FLOOR FF 3 RIGHT ELEVATION A 3/16" = 1'-0" RIDGE VENT-, SHINGLE ROOF 6 12 A5 12 5 5 ELEV AT 18'-0" _ ELEV AT 18'-0" SECOND FLOOR CEILING SECOND FLOOR CEILING I I I I I I I I I I I 7/8" STUCCO I M OVER FRAME I i�_ I I 12 C.J1 C.J.1 C.J.I C.J.I C.J.I 4 3���� 8,-8„ 8,_8�� 8,_8�� 81_81, 3'-4" ELEV AT 10'-0" _ _ _ _ _ _ 12 ELEV AT 10'-0" _ SECOND FLOOR FF �+ �y �+ y 4 SECOND FLOOR FF ELEV AT 8'-8" ELEV AT 8'-8" FIRST FLOOR CEILING 5/8" STUCCO WEEP 2'-0" FIRST FLOOR CEILING OVER CMU SCREED ' LCASING BEAD io W/ WEEPS OVER _ ELEV AT 0'-0" _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'4" FIRST FLOOR FF FIRST FLOOR FF LEFT ELEVATION A 3/ 16" = 1 '-0" co co FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) JUN 2 7 2o23 Virtual Review Assist, Inc�,X Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 N N 2 • • 015805 J aoo LID it �y a �, -SwP'i.)�gX I'� z W O 0 w tr o z Q N O LO E OV N 0 M ai �■� co h MrMi Oa0 U M D ` O u } U TZ1 •� 5 S Q vI s U .N C)- V w SZN c p E W L c .m CL LLJ oLLj Uj w0E- i-< � __1 W zit /W^ Q Q V ? a X J Z x LL 0 Z M 0 0 O Q (- O F- Z 010ix ZO�00mZ:3 w w � w ►- LL ��< W V5-wzOwvaa � 0 O I.L Ow VF- gYZ�a o oQ a ow 0 � Q LL f1 O Z N O� 5 ti O H cM Q 01 L0 � (n LL ti l` W a M W T_ Z U W W JQ O N ill UD N N N N N N O O O O N O N N O Z O NLo x w o 0 0 0 0 0 > a- N M d 6 6 M1 z E— W Qz w W z ON)-{--+ 0 V WOO UV� O o�� Q Z a -(a W � = Q N m�2 (V �O� W O a �Z) ZIxO O Z V a Z" . L Z �� OU _p W z z z z w W J n N N LAST PLOT DATE 0 • • May 5, 2023 Z 4-01 O I EXTERIOR ELEVATIONS A PANTRY 4'-3' GFI GFI' 6�GFI AT f11�30" A.F.F. TO )ISP GFI Al �- 30" A.F.F 5'-8" KITCHEN M GFI. GF A = GFI -10 TILIn 12k GF �.l A/C DISCONNEC WP GFI 1 0 v I I DINING ROOM � n GFI ELEC O METER ELEC PANEL ! TWO CAR GARAGE 48 i o GFI GFI 110V CLG MNT. i 1OUTLET ---- ---! — I -------- q II I I 4 I C) I � I I � I i L-------------------I P! HDMI 6'-1" 1 LIVING ROOM ql GFI N WP FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4" = 1'-0" 4'-8" ENTRY ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST X FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH — DOOR JAMB DUPLEX 19 OUTLET in TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR 1' -0" MIN. In ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" I*= 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 �F. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET -b SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —fl PUSH-BUTTON DOORBELL -{} CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 03 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL `Y- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 1 48"CLG MNT WRAPPED FLUOR LIGHT FF24:M 24" VANITY LIGHTING 99-m 36 :rR 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT O EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GM CHIMES (DELETE W/ INTERCOM) MEMIF MASTER STATION _111116-0 ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ES A/C REGISTER (T THERMOSTAT M 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. t+ ) A' W t N E L L '0 N O tn M M co U -C t p 2 O 2 S N LL1 aN C L o E� F, 0 a W W W 0LLi vi w0LU � LU I-Q M 0:�F-z� C� 4:02�QOQM<LLV00-J0 aCl) 0 omoomzz Z 0 (Aww�w_ <0 a0 J WpiHV5ziwO6w0p¢ OQ o 0 oQZ ILL �¢LL f O O ZW O� D ti 0 z c Q W M L0 CL 2��� z < w U� W a- M o- 2 T- Z0 Z W WO _j O M1 d' N � Virtu 1 Re il1 Plans Revi A s t. for compliance co ith pt the ed nd by Deb qn e, 020 a F$ C X 3 ® diYi ra N N LO O r` O N O N O O INM O O O w ` 0 Q N O N N CD Z o r- 0 0 0 ' O Nto Ix w 0 0 0 0 0 0 I i > COLO VJ }~ ZZ O W ¢w Z 65 0 ^ WOO U U cn LO- i.f OOr< Q Z a—(L F— w LU �--I N ccft w H0 N � z0 on � LLI�� IXO C:)w Q gwx LL Z Z az �z F� OU _p W z z z w W J N 0 N LAST PLOT DATE z • O May 5, 2023 J 1ST FLOOR ELECTRICAL PLAN A ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST X FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (ELEVATION A&B' 1 /4" = 1'-0" ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH — DOOR JAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" ( 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE 110V DUPLEX OUTLET AT 45" COUNTERS SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE © STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" -W- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE 40W A 6" ROUND OPALEX - TUB/SHOWER 50W PAR30 NFL 6" WHITE BAFFLE 50W MR16 4" LOW VOLTAGE NOTE: ALTERNATE CANS MAY BE USED IF APPROVED BY OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYE -�} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR °U-182 UNDER CABINET 18" cS-18m 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 c D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT F-F24:R 24" VANITY LIGHTING 9;;-m 36 :FR 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND ti 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) ME91 MASTER STATION -0&3 ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER OT THERMOSTAT IIB SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N O�� E 1° � CV M co N M V) c o f t u a A, C C M W � o oQ QN N � r2 9 oE� y ^f�CL v, w w� w w�0 C� Q Q LLl U w m-j U) p(n LL U O �OMWE., °Zm°o~¢a OLL O F- 00 0 Z cywx oZOROOooZz tn�ainww����, �¢p < < LUW V5zwZOwUoa � LL Ow 9 P 9wZ 0 =O 0Q ¢ ¢ OQ LL ¢ LL O ZCN W O� D ti O F-� M <W -iLo co U- co ti F- II _e5 00 Z V W W _jQ m O TReV 44' 02 iew Assi Plans Revie for compliance co ale ef t, I ° C. r by deb with An the e K 020 ahr FBC 7 i n i � X2 l 0 N N N O N O N N N N ch N O O N C) O N fC O Z 0 o � � o 0 0 ' O N W 0 0 0 0 0 0 C L> .- cV cM 4 -i 6 c co V, } ~ zz W O wW aw O 0) Q V O c�C) —c OWE 0 -a. Q Z a �— I- W Q LU m Lt w m N I- 0 N zom oco Lc) W IZ O <�::) z w oo O U w 3e. Z Z a.Zw �z �� C.)O CL _p W z z z w u i J 0 N LAST PLOT DATE • May 5, 2023 Z'O 2ND FLOOR ELECTRICAL PLAN A&B STRUCTURAL NOTES 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 THP T 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 ND LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES H.WE 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 RE: IST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SC DIUM 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 CATEGCRY 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 -OCATIONS 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, OTHE R 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) A30VE 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 HEIG-IT 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 SHAL -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 NIM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAS 3 IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES AR_: 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 TK:RE 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 APPLICATION!, SHALL COMPANYWITH 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 N'M) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CON -,ACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGH 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 2fi FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.7) RAID) 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 INC DES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + W L 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. ImgatioNsprinklersystoms including all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 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 rpinfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over o and mortar along the foundation perimeter must be removed be ore extenorpI oll' treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior verti I chemical barrier must be installed after construction is complete, mcluding�andscaping 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1?/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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VERT INTO STUDS (NOTED THUS:—) METAL LATH ATI-ACHMENT DETAIL REV. 09.24.21 SCALE: 14" = T-0' "DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* *'ONLY APPLIES TO LENNAR TPA:JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING' MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 4$�1� STUB -OUT FOR ' GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1U-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. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (Le. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX z PLYWOOD OR \ 1 4- 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUGT EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL. BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + ++++++++++ :++S+ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 wood panels p nel Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONST!z; (Not required if both load Filler bl x 1/8" gap—i 1't FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 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 LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor coin imn w( Inads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 Boise Joist Blocking lJse 3" (10d) nails at A" n r Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. " ) ALL ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at To.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6" 2 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2" Routui Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole~ Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" 1 -1 " 1'-2" 1'-2" V-3" 1 '-T' V-7" 1 '-11 "' 2'-4" 74' 3'-2" T-7 " 12 V-0" V-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5' 4" 16 1'-0" 1'-1" 1'-2" V-2" V-7" 2'-5" T-2" 3'-10" 4'-9" ' 5'-7" 6'-4" T-2" 20 V-0'" 1'-1" 1'-2" 1"-2" 2`-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" $'-i 24 1'-0 1 °-1 " 1 "-2"' 1 "-3"' 2'-5"' 3'-7" 4'-9" 5'-10" T-2" 8`4" 9'-6'" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ',�Qnstall 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 required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth lo I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Series Depth Location End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11 " 3-16d 3-16d 14" 5-16 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T 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 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL W11- a-9 W. I SLEEVE THRU STEM—/ SEE PLAN FOR °• ° . • • FOUNDATION INFO d, ° d ' STEM FOUNDATION GRADE REINF. SEE PLAN d X4 .O i—l" i T�"ft"T rv%, k..nrix 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�� LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION -12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d 7 I d . I i • 4: ad—I—nl T II 1_ • ' i •=�—T- -11 —' i i —) I I- 1 I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. Plan for corn TOP (2) #5's x PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION _-------------------- coz •�. • r2 d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE .0 __\ FF I• ; LI 1=1 11=1 `� / I —III- I I: aJ= III SEE FND. PLN. SIZE & REINF. 04 Q' �o LO N ��.:;� ��• „i: �.;: fit. ` LO O 0 -i w 0 z Q (A N L E o _W V q mr cM com 3 — 4..V) (+t`7j N -0 0- _d 'C"',10 .. t Cl) i= ` o�S �8 .Ns way N QN ^` W L 0 E� a ) CD w w �_o��ao��a��o0�o Q Q V I-- 0 �CiO�zwLL0zM011 Q au)XLUozoo:oom z�0 zdD Ci O Z rr)wo_w<nwwwu5Xo ��<OWQ05zWZOwUoa U ¢ 0 w F Y z Q Q OQ o o 0Q �¢w 1 O z 04 UJ O� j c= o ���MO Q LO ULL IUJ ti f—a-c Wo X V-- 00 Z U Wz� J 0 NT U 2- 7 2723 Virtual Review Assist, Inc. Review complete 1 an fiance with the 20 y Debra Anne Kla 20 F r P app 17 130 rove tipn N N O O N N O N OCIO N C) C3 o 1 z O NU-) I U � � C14 I 1 r U) } Z ~ QZ O w zw zz 0) U WOO VUO /0 i1 :3 z j 0W or Q Z (Lira 9 I— WWa N ��w (V zOM ocn W <HZ) ■ ■LO 0 WO ZQ:X 0 Q w .. Z aZu_ Q H� V O a MMQ W z SN1 Z W LU J N N N LAST PLOT DATE z O STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 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 ENG114EERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SFE UPLIFT SCHED.) W/ (P') VARIES METAL PL UNDER EA. TRUSS MOISTURE BARRIER SHINGL= ROOF 7/16" 0. , B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X1 E" KNOCK -OUT SCREWS @ 7" O.C. BLOCK �W 1#5 CONT. CEILING & 8" O.C. WALLS FILLED 30LID W/GROUT INSULATION. CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITI=CTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VEFT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSFECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE: TO SLOPE N T eD ° : Z 002 D °Q 6 MIL VAPOR 10 BARRIER 1 1 p 4 11 1 11 g D I r COMP. SOIL. = (COMPACTED TO 95% NOTE: EX --END DECO FINISH MODIFIED PROCTOR III I III —III —I I I I I 4" to 6" BE GRADE ASTM D1557) _OW (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 110, A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �: �J.. •_ LL III '�I I II I ITI I II- 4 00 1II11� =IIII � .'y _I �II ,:� L• IIIIII SEE A/S3 OR J/S6�ILI1 I IWI I FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3"' CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 .6x6W1.4xW1.4 WWF OR FIBERMESH • I I I I I� I I�I I I—� ', 8„ 1 —1 ..—...r.. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" ° A.F.F. A. ' 0Q. aAI.a °... ' ° q a' a ELEV. -0'-31/2" FZ— °' ° 2x4 CONT. °' A.F.F. 0 ° • AV ° - v e d nA. ° N GARAGE DEPTH VARIES °. v 4 GARAGE SLAB AT STEP SCALE: 3/4"= V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z ° g FOOTING MONO SHOWN 00 FOR CLARITY —III=1J=III=III—III=1 NOTE: I—III—ITI=III—I�I � I —I I � I �IIT=TT=T=I III=II 1 N *FOR BEARING WALL IIIIIII r W/ UPLIFT ONLY Il�llllll� „: Ill I�_,� 111=1L1=11.=11_I=LI.=1=J_I=1I I=1ZI=1 I I=1L=J_I=_Ill--J_I—III—I Ir' -III, I I Ill—1 I ; Ill � II 11 I I II I I1I I ICI I I�ITIL I I ILI I I 1 1 1-III—I I—T—. i FRAME WALL TO C.M.U. WALL CONNECTION rD �)i, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6WIIAxW1.4 31/2" WWF CR FIBERMESH min.) 4 ° A ° GRADE 1100 =I — — — — — —7� • III I11 III I1I-1 =(1) #5 REBAR w/ OPT. = ' 1=1 111 11=1 I P= 1 ii I III 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 c O.H.D. RECESS E CV ' r Cl) ' . 1117 A. 60 1=4111I "T I = T SEE A/S3 OR J/S6-- -I IilIT I 1__r1J1 , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c ,,,Ittt ° D M — -0 D' e —II 6 MIL VAPOR BARRIER 111111 I , t> I. . ° A. III) 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11. �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH z_ ``1.: ° I III—III—III=''31/2"(min.)-4" 00 ° 31/2"(min. -4" _ll I —III. -111=1 11_ Tll=1 11=J 1=1 I I J=1 I I I''" (2) #5 CONT.' ! 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" k nn j 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"A2" 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 APPLICATION 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, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR �\ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE4GMIN.Fy=40ksi FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] mf _rTTTib I �--�T #5 REINFORCING BAR R 1 7/8" -ICI—ICI—ICI � Z T—ITI—ITi—T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO _ _ 95% MODIFIED PROCTOR ASTM '(j�7=j�I D1557) 1 I�TI 11 I I i'-`=1 I 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD, 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT — ¢ INTERIOR 2x STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 C:OP ° WWF OR FIBERMESH r- 7=ml 11 cn 6 MIL VAPOR I'�I I=I I=I I= L BARRIER — 111�11� I I�rrrrrrr—�—I I1=� 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 �3 1/r 2" MIN. e 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" (13302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH "'(min.); 4" Ill 1J1� IJ1 J �I �,11 —I I III i III I I I I I I=_L1=J11=�_I ll1=J11 I'' (2) ;#5 CONT. 41 11111 11 41 it Ill I Ill " U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U a =1I—I�—I�I m ap I 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. CONNECTION Ih SEE PLAN FOR • M &LAYOUT DESK TOP OF BEAM IV SEE ROOF PLAN (2) HTS20 FOR STRUCTURE BEAM SIZE & CONNECTION IN 2x4 P.T. PLATE I 8 7/16" O.S.B. wwEevm COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING CD SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 000c --- ----- --• •o��00000 co 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ;, .ff —II o I I I i f TTT T m: - (2) #5 CONT. =1 I ICI I F I I, I ICI I I I ON 3" CHAIRS 8" (TYP.) 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) d C d �-III TII a SEE A/S3/J/S6 ,Ii, ,I11*�4+� g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE. 3/4 -- 1-0 S3 6x6W1.4xW1.4 WWF OR FIBERMESH for I T M q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE I_ll=11 ° d. =IIII=1LI-111=—I' LU 00�1 LL — = OOTING l l ICI—J_I-1�LL— — I I —I I1=111= 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 v .._- M N N DCNLO 4 r.. 'Y% + 00 00 + N. Q w F" 4 0 I � 0 z /N > O o _W Z. �o o U M - d CO N IIIIIIIIIIIIIIII I' C)°o u Cl) 2 _ p8 o Q Er0 �} _ U 6 _: a� •N U LU QN N L o E .9) CO 0 - a a 0 �LLJ ui WOE W,_ W J W 2l._ 0 Q Q V H a R `00 LLozmo,�- o z� o o I- 0U)R9OZORoom0z [= 0 Z 20 (L �ILL oWoW<v5KWZ o 0QZ9 oQ 0 Q LL 1 O O Z W >(U)O LO `I < J LL I— Ia- M O Z V WLU W O O J u 2 7 n� Virtual Revie an Review A I� i§t, Inc. mpliance w h ete and a e by Debra An lahFB 02 t 30 ion N N o 0 0 0 o 0 r 0 L ti N ` N O C)O N00 I ' Z 0 INCI I I U N M I � rn� �+' } Z ~ Qz w C).�, A--+ W Z 0 z O V O 00V5 :)Zj LO -0 0 0�L_j Q Z o_ w w�Q LU 0 r I- = c'V _ z W >. IIZ > 2�:m 0 zx0 O Z U z U_ a. - - (Allz 0� Q �� OV o � W z z z z w Uj J N N N LAST PLOT DATE z O STRUCTURAL -- DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 �TYp) SEE ELEV. I I SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD CRICKET AS REQUIRED --\ II II SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od 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) DOUELE 2x4 SPF. #2 TOP ELATE 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) 1Od TOENAILS T&B AS REQ'D —2x ELOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1Od NAIL BLOCKING (TYP.) TRUSS UPLIFT UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L-SEE PLAN FOR FOOTINGS DIMENSIONS llh/ GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.'".S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)--� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / •- . -. • • ' ' •' • Jill a one MINll III■■ Milli MIN ■11101II 1 I■■ MI!!I llllm ■INH MEN Milli MINE ■�I�� IIlN■ Milli MINE NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (j3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2"PLYWOOD- CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J a rw > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR f GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TORE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 11 SOLID AREAS ARE ❑ ❑ STEELAND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT(2)1 SCALE: N.T.S. S4 Sic A�NpO`L �N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -q_ VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL ° c. ° c a DOORSTOP a ° .° MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET r, DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. DO # SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP•) 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 BARRIE SIMPSON SP2 w/ (12) 10d \ �� \J� NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 --%. 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 ru TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&, SPLICE STAGGERED 10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C 2X P.T. PLATE SIMPSON SP4 —i e FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END LOUU j U) 2x TOP PLATE—// 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 TRANSOM FRAMING 01 '-NAILED INTO TRANSOM FRAMING 1Od NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR io ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 -BOLTS @ 24" O.C. MAX LINTEL 7. 2X P.T. PLATE SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING i I C a 2X8 P.T. BOTTOM P TE BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(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. �10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6"O/C EDGES ° 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) 1SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a �4a a. d ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Plai for can ' r C i, FL 04 N •'+ �. 2' co 1 t••- ,•,.� Q r - w ^ ' 0 Lu Of 0 z a so U Mco S 4- u M N V •- -1co A' D 0 2 ` }W •� U t° 8 o a C >`. o Eco 0 ^ c a) LLI w w� w � w2�0 a � � z� Xj-_j�O��U)u.U0'oJ0 ~ �co0�0LLO�OOo-'p0zaa U) 0 Z v0iwawin wW5)it �pWpiHWzwWOamu D _j 0� aU. =O o�Z�¢ 2 O Z W 0� U cM O 0 � cM Q u) � 2W-ti F— tY co a�0 Z U z�: W W c:) J O co It UAf 2 02 Virtual Review I s Review COmplet s a In . liance with the Z ?0 Bap r0V d Y Debra An Kla hl ° r P 2t N N 0 0 0 N N N N N �aC-4Nlll O C) o o ' 0 O N CDLo N i i l 11 �r ♦�//J 00 V z� Z Lu O -� w Z� p WOO U U U 0z�_ 0 O�0 Q Z axa �- (^ � I— � w N = LU F- ~W N z6x . . w >- 2� Q�� U-) Q 0 zwo 1..` � Z ZQ az cn z C) oMM� � W � z z z w W J tl- N 0 N LAST PLOT DATE z O 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 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45° ± 2x4 CROSS BRACE ` APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE: NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF FANEL BLOCKING, FASTEN WITH 10dx:3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ :32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ :116"&' 0 PLATE WASHER SIMPSON META12 wl (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. i STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM3f 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 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FORVSHEATHING 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 SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1 Od & 11 FROM LEDGER TO (2)1Od TOE NAILS @ EA. WtX kBLOCKING END GYPSUM WALL BOARD GABLE TRUSS r1/2' 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED OS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 74" 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 10dx3" @ 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. 5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOD SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES `D 80 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACItJG " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 410d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOIN1 " (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 = 41/2") OR EQUAL FIRST (4) ROWS OF 0 O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. e � 91NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/Sf) CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE iTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO -� TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU 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. S5 F'Kt-tNUINttKLU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB — SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C ABLE TRUSS G TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mis 1111 00INS II MIN eeINS =���� !rIj Fol mo a ��: NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 Plar for com ' M N O ., Lo O NA ® � � w Lo ' R� tY z =O 0 31 w 0 z a N �� E 0 s` -o 0 \ 3 0 coCV) co ai to V O O- '6a w M C W E .O L M p -8 c Q 'N W QN �% (1) o E a LLJ LijW (.9 w W� W J W m� O H�Q J W Z w x-2 oi)u- J0uJ0 Q U avxJW ozmom�Q �z'oRoom°ZI— co0 w U. o a. zLL 0X o -paZ Q o O O Z N 0� > (n O ���MO aJ U) LL ti < W to iY a. CM z Q>_Qco Z V Z� W wJIV J O 2 ? 3 Virtual Review Review co q sis me m fiance with t� fete an ap rov Y Debra Anne I(laD r PX C �0 �d titn N N 000N o 0 0 0 0 0 o ! I ! ' z 0 N Low ! ! ! N c7 Y siLo c co } Z w z a w O w Z zz Q V 000 UVU) m 0 0F0 Z aWa W � LuwQ N � �itw N Of z0 o= . w >" tl Q�� Lo Q 0 gWo z LL z Z o_ �z U oo� �m Z a z z w W 0 N N N LAST PLOT DATE Z 0 STRUCTURAL -- DETAILS BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTN TYPE 11 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 ASTNI 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 HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7116" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE I ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT (n FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS 0 M W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD � = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT LNP\ER PLAN 0 OR FELT PAPER FOR MOISTURE o:A BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 v c N 6x6 W1.4xW1.4 WWF OR FIBEI 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY ..'d � " ' .a .• A' G v • .. Aa —III— I J,J I a STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Lu v 4"x4" INSPECTION PORT AT a- EACH FILL CELL TYPICAL Lu w AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH /,--4"to 6" BELOW GRADE =1NISH GRADE o0 "' '' ''� —STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIRr-'� (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'4" TYP 2-STORY WALL SECTION ri SCALE: 3/4 -1-0 S6 00 T o z SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD F 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 w/ (12) 8d xl 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. �iZeT3lrie��? SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-O" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 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 d aTill . d T � Am '�77�� 7I' 7�,�IA I P —III,=��I�III�IJ iIIRIJII�Jjj, #5CONT. ON3" C 8,� 11 1,_8„ jl 8�� CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" S6 ADDITIONAL SLAB INFORMATION. w w 0 Lo 15/32" OSB EXPOSUREI41, SHEATHING F x x PROVIDE BLOCKING AS REQUIRED PER D 0 SECTION X-X IF W� NOT FULL HEIGHT SHEET-C Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI f F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTI N X-X a0 C x rxw x E 2x STUDS w BEYOND. SEE PLAN o O In \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM lAlAI I rI r-%IA-rl^►I f1IA^r%AAI 4t" ` "S" = NAIL ACING /4" vr' SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3- O.C. STAGGERED FOR SHEATHING VERMAL a OMNG. SECTION X-X SF p�Npo� �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.) S /-1/2" S 1/2" EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM �" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye"• 2 OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL (7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 2 © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. co O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL o w w w r 0 c O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F y 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. F_ ¢rQ�Ocn U) L z @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 0~ MEMBER IF GABLE END N LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN '• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE Op FiQj �BL OR TRUSS I FNu,_OR ( 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED-' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C I '' A. :'Q A A ,. 4 A , A M-III—I I I_I I I_ I I A' a 4... I I —III —III I I '.. °... • A HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) 2) (1) 2 (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 CD z (3) # 5 REBAR ON 3" CHAIR 4" l'-8" W/3" MIN. CLEARANCE ALTERNATE FOurING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. Plal for colt M 04 0 04 LO LO M0y� W _ t 0 f R J. + Z UU 6 p is-o 4 gJ 0 J� W 0 z Q nN) NON' E 0 0 W `■ o _ \ n pM^.cq m /_ M m V Q a0 y cPM E mu `0 p LO 8 Q .�s Wap�^ SLN C M a) 16m c 00 �o ^�a4) /� V LLI w w L_ w J w 2- 0 �0— Q Q V ~ JN03a'U)LLc•)Ou-JO jO0 �ZLLu,0_zm0O�F-�0�wL��- Z<Lu V5W�wold0Z�pEL wZ CL U- Ow R �wo� 0it o oQ U-< 0 i (V Z Lu 0 > 0 O �M LO 2u)U Ltd F— 42 _M 00 ZUF¢— W W �0 O qt 7 pp Virtual Review Review com sis `n fiance with the ? �p n rov dl Y Debra Anne Kla C h E itio r P 230 N N o000 L0) O O O N O 00 O O I I z 0 N (0 ULI I I i N Ih v ' r 00 c ♦ } Z Z Lu _ O ♦J Ll.11 Z � 0 0 0 V w 0 zj LO0 Or< Q((^^ Z aaira UJ 1--� LD LU co r- Lu N �� tV Z = _ w a=U) 0 ZOO 0 z V a.Z� L` a U)z U 4 0 _p W Z S6 Z Z w ui J rl- N N N LAST PLOT DATE ■ ■ Z 0 STRUCTURAL DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFE;*f "RYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. x4 1x4 P.T. 3l16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"x.. BLOCKCZ) SPACING �� O.C. 2-ROWS INTO PER MA14UFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1/21� DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" 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. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. -i-1 all IIg:T,&11 BU ILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. k SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THKI. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX qSOLID BLICG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2'-0" SECTION A -A $1b 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CON14ECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAF'CON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BI.KG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 3 VERT. W/ (2)10d NAI -S AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF --- BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLICG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW "_�913TWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTD 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC At.AAV MAn PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90, HOOK (1 f tit +Jrn NOTCH WEB AT FIRST 2 COURSI "" '__ CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMU -SION. 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 JC INT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAR' 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 13ED 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 I" IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: '_.t ' 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 :.•: a ''>: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTIO V. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESS=S IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-011 F.F. D m L- T-�I�T�TT���-T gGRADE a CV p M : Z N � •D a D (2) #5 REBAR. MIN. 3" 16" MIN. Or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) rHE .S I IKIAPt%CDTAQI C IKICTAI I TInKI FILLED CELL INSTALLATION rH SCALE: N.T.S. �'s S+ SEE ARCH FLAN AND PRE EN{� `Rt-� S 11,ESIr;N F._. SE N+:3TE ' BEi_OLV° = - ice= -- -- • yt 2;( SUB FASCIA - _ , - . _ , , • ALUM DRIP EDGE BRC WA,-L TYPE I r- ALUM FASCIA PER PLAN 1 f 1-314' TRIM PAINTED F CHANNEL, -+ -.__ SS NAIL w/ 5116" HEAD FASTENED PER I - DIA rah 24" O.0 NOTF 2 BFLC`dd I I''I I L- CUNT V'EN'i ED OR SOLID SOFFIT CCNT 2K4 NAILED TO - 2x BLOCKING NAILED TO TOP BL7C.:KING wt 2-12d NAILS ("`I CHORD EVERY OTHER TRUSS a,' 3.12d NAILS. -YP. G.C./ D-11DER TO VERIFYiPROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INK: FL## 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TJ: - CIAO Wi T NAIL .057" DiA iZ3 24' O.C_ ,iw 5, 8` MIN. EMBEDMENT - WOOD w/ 0) 15 GA. 314"x VW CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W" 16 GA 34'x'4" CRO'NN STAPLE � EACH GROOVE STRUCTURAL SOFFIT ��++ `�' F01 SCALE 3;4" -1'-d" {''"} FOR ALUMINUM SOFFITS WITH SPANS RFV 09 23 2021 4" INSTAL.I FAID SPAN BLOCKING PER THE OFFIT FI.. PA INSTALLATION CRITERIA `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + IFNOAN PLYWOOD SHEATHING �+. + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP .. + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'41) @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RC:AI P. 3/1d CGG CUGGT 117 AKIn 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 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 FILL 1St 4 COURSES SOLID W/GROUT 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. '• ' ' '' .�' OVERHAN RETROFIT WALL OVERHANG DETAIL (NITS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" NISH SCALE: N.T.S. i 20 Y >, D 4* #5 BAR p' D ° . CENTERED W/ D ° � 9 Fr TOP c KNOCKOUT / Cv (_ I =I , ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I —I AND SECTION DETAILS I II e CLEAN FILL .p ° DIRT z STANDARD q 0 HOOK 90T N #5 BAR IN FILLED CELL, ►�J.- Sk STEMWALL FOOTING SIZE AND yi MREINF. N DETARLANILS AND STEM r co ps Re ONO TO STEMWALL FOOTING SECTION DETAILS for mpliar, SCALE: 3/4" = V-0" by 9 DTE: 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 MIDST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6` EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT �� SECTION SCALE: N.T.S. SCALE: N.T.S. tM N O N 3 lam OF FCO � �n J J Onti LO000 ,"� ul ' Q • Z 0 z ,O o U !N M 2 N „ =)Oao u a V -0-0— - `M L - E u iu Q fccL N C n 1 W c C CL (4. (� W w W� W J W Q 2Q 0 O C?g_QO�CLL000 0 Q Q I- U F- Doo-'zLL�°zM°o ov�09ozomOomZZ aa 0 Ufn' 0O Z Lu aF¢°Lu wQLu ?Lu wz���°a LL Ow CHI �wD�¢ OW o oQz LL <1 0 O Z W OItt— W cM O Q M � G C F— W M Z U W� Lu J 00 J d" U 113 ual Review iew AssisiInc I completed an e with the pppp F bra C C hov d Anne Klahr p 2301 3U 1 ti n N N 00004 0 0 0 0 N N a N a N a O ` O N CDO � o � T � 0 I I I ' z NN I I LO M'V 00 U) z � Qz w O 4_0 -�--+ w Z z � 0 w00 LO —0 —0 0 :DZ; 0� Z wIX� r"I m r-- w N (_9 ZOM ■ ■ w />- 0- 0 QI-� 2§2 zW0 0 Z " v aLL Z LL �z � OU C) a. W z z z z w W J N N N LAST PLOT, DATE z ■ ■ 0 STRUCTURAL -- DETAILS - RETRO FIT SCALE: " = V.0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO P-AN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE# STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS J—/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H , SECTION VIEW SCALE:' YVhLL 3YP CUT TO FIT kRS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" E 1 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED P BLOCKING AND NAILED TO RAP FRAMING ON MTS12 w/ x 1 1/2" NAILS) jf2 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H SE ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" CTION VIEW SCALE:' = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP 2X4 -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/T" X 2 T" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �N [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35. OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) 1 rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. WIT X 2" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" G.1 R IRS pAd- .r BEVEL GLUED AND NAILED T LVL PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" DRYWALL JOINT (DRYWALL TO COVER JOISTS) F.F. 2X4 STUD NAILED AND GLUED TO TOP PLATE al" 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO --BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2-2x8 SYP 2' BEAM SIMPSON M BEARING (14) 10d x 1 2x8 IN WALL SYP GLUE AND NAILED TO C NOTE: 2x8 DRYWALL STOP F SECTION VIEW NOT SHOWN SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED Li :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-C" Vir Plans Rei for complian by 0i of Fto ch N i fr • • W J D 0 e • ` �— , • � 00 Lo r � ` A i 005 a� •/1<,, f Shp - i �'. �T fii� W w w 0 Z Q to N LO ^ E L c0 o W N N V O- d M � "' m col✓O 2Q �5 O u: g a� Q .N W a^ Q N C TN s` o EC m v a �a U� W WLd W J W 2 O ItO=--QOJQ�QLLUOP-jO Q Q VCo J of u>d0gzu-LLz- Qap fnW Z LL�WCoLUa WOO an�i�U< Lu wzJ- Z QLL O W 9 P 9W Oa o =OQ O 0 Z LL.I 2 a) 5 ti 0 p m Q U) cM � G Co IL IL z to I— w a- cM < 00 Z V Wz� w 0 J 0 mi co 14, JIJN 2- 2021 ual Review Assist 'ew Inc. 1 completed an e with the 2020 ap F C 7 rov �d ti bra Anne Klahr P N N 000� N N a N a N a O NCD I N M Cr M� U) Z ZZ w QW O W Z zz O U cW, °i-n .� O gz5; 0 0 Q Z aEEa ,� = mLu �W N W zom . . L w~� O Zwo Q Z QHm az C.) J O �- �m z Q Z Z W WS J N 0 N LAST PLOT DATE z 6-0 i STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" A14D 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTE- MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRF,WINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATEVERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED F EBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIFE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES = 1. ALL VALUES BASED ON MINIMUM 41NCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D •AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 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 GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AWr-4*" ti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B SF20-0B 8F24OB 8F28-06 8F32-0B 8F8-1B 8F12.18 8F16.1B 81`20.11B 8F24-1B BF28.1B BF32-1B 2'-10" (34") PRECAST 2231 3069 4605 (3113 7547 8974 10394 11809 3069 4605 (3113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 (3113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 :3820 4890 5961 7034 8107 2693 4605 (3113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 (3113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 1 5061 1238 2177 :3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 :?632 2205 2698 3191 3685 1011 1729 :2661 3898 5681 8457 44 6472 15 9'4" (112") PRECAST 554 699 1160 1625 2564 3483 2818 3302 752 1245 12843 2564 3486 4705 1,37 6390 47 10'4" (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 NR458 783 ' 370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 '250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R.. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR LNR NR NR NR NR NR 129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2' RECESS DOOR U-LINTELS CAsf-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8FF14-0B SRF18-0B SRF22-0B SRF26-0B 8RF30-0B 8RF6-1B 8RF10-IB 8FF14-IB 8RF18.1B 8RF22.1B 8RF26-1B 8RF30.1B 4'�" (52") PRECAST 1635 1749 3355 1,280 4349 5421 6493 7567 1891 3699 '.)206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 11,206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 ' 716 2277 2839 3402 3966 1167 2481 e-567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 k 242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 ;120 5048 1 7747 9448 7360 901 1825 :120 5048 7915 9479 10893 32' T-6" (90") PRECAST 669 755 1490 x 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS CANPC,� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 0" (34") PRECAST 1293 1642 2135 (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 '' 057 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 5:34 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1l'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 [24'-O- (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS CRrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 V-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAmr-CRm SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8F8.1T 8F12-1T 8F16.1T 8F20.1T 8F241T 8F28.1T 8F32.1T 8F8.2T 81`12-2T 8F16.2T 8F20.2T 81`24.2T 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 T-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 1 1340 1880 2419 2959 1 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 1 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2001 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 12'4" (144") PRECAST 470 9 441 723 14 936 14 1ILL5 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 1 455 770 1145 1444 1 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 B 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^WP-4M" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRF61T BRF101T BRF141T BRF181T 8RF221T 8RF261T SRF30.1T 8RF6.2T BRF10.2T 8RF14-2T BRF18.2T 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 V-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° ' 4 ,o > 4 o ° e 4 n 4 y > D D V DD D c G c c� c c c 8F24-1 B/OT 8F16-1nB/1 T 8RF14-1 B/OT 8F8n-1 B �/ �1 ° ' 4 > D O ° °4 se_ > D O ° 8" PRECAST LINTEL W/ (11 #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D y14l CLEAR C.M.U. cn co x = � 0- 0 v owV v-Wj n :a #5REBAR AT o O o W c BOTTOM MIN. (1) � < a- W z REQ'D <U- JJJ Uj z - W ¢ w 16 GAUGE L caL.,° POWERS STEEL ? BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D T----GROUT " CLEAR J C.M.U. U ¢ BAR AT BOTTOM TEL CAVITY BOTTOM REINFORCING 7-518" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP QH z= C� Ow z= io C C 1ST FLOOR LINTEL PLAN (ELEVATION A' JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and ap ed for compliance with the 1020 FBC 7th Edition by Debra Anne Klahr PX2300 00 LO T L00 L II D'i t -0 or of S11 x M N O F N 4, . r vUJppA REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0,#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)05U (1J#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-1G' 4'-6' PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 614" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 &-On 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 101-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0' PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 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. 154' 14'-0' PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0 PRESTRESSED (2) No. (2) 7116 strand +" N.R. 277 277 202 281 2 No.5 20--0" 18'-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. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED .� •w •w DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION PLAIN LINTEL/ QUANTITY OF #5 BAR AT P- S -SOLID LINTEL •� r LOWER LINTEL CAVITY [8x1e-P-1L/1IU] NOMINAL WIDTJ j `OUANT1Y OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTEL 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 (1)#bU (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 W-O" 2'-8" PRECAST (2) D4.5 WIRE f2l 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 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 6-2" 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) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 64" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V4' 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'4" 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 134' 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED 2 3 () No. (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18' 8" PRESTRESSED 2 3 () No. (2) 7/16 strand + 961 961 446 872 2 No. 5 21'-4" 20'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 834 834 390 763 2 No.5 (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 2 No.5 (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESI':7NATION P - PLAIN LINTEL/ Q JANTITY OF #5 BAR AT S - SOLID LINTEL -1 rLll-ERLI-ELCAVIIY [8xl 6-P-1 L / I U] NOMINAL WIDTH j LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLFI 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U I)) L SOLID #5 (1) U (0) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'D'' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 7 " 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-B" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4-C 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 51-4" 51-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64' 6-9' PRECAST (2) 04.5 WIRE (2) No. 4 1409 1409 1188 267 9' 8" 8'-4" 8'-0 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE D=SIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDUNTEL -1 rLOWERLINTELCAVITY [8x1 6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51- (0)#5L (1)#5U(1)#SU (1)#SL(2)#SU (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 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" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No.S 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 488 488 260 493 No.. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -i rLOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 7-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 514" 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 " 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 " 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 " 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 " N 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 " 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 " 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'4" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1084 1084 615 1095 2 No.5 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1008 1008 573 1048 No. 5 21'-4" 20'-0" PRESTRESSED 2 (1 No. 3 (2) 7116 strand + 877 877 501 966 2 No.S 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 740 740 393 772 ` ai�1 q'tf :r q'?tg7 1 ..i� .i.i^ •ii•t. DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYOF #58ARAT 5-SOLID LINTEL r LOWER LINTEL CAVITY [8x1 L/l U] I6-P-1 LQUANTRY NOMINAL WIDTH'•'IJ NOMINAL HEIGHT .11111111 UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1D000 4'-0' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 1DD00 9686 10000 4-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 41'' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 #-8" 3'1" 3-0" PRECAST (2) D4.5 WIRF (2) No. 3 2990 7025 6382 6382 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 7-8" 64" 1 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 f L• t L• :r i•t. �•t. "iioi DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY 01151AR AT S - SOLID LINTEL -i r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH H LQUANTRY OF#S BAR 1, NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.)1COES DORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08, 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD /(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 50 7/32" STIRRUPS AT 4'-0" cc co °�_ (TIED OR WELDED) LO n BOTTOM BARS SEE SCHEDULE MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" OD 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) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#51.1 (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE f2l No.4 4961 4979 3869 5178 9'-4" 1 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 1 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 101-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2413 2413 1338 1974 No 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'4' 18'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1348 1348 753 1330 2 No.5 20'-0" 18' 8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1254 1254 702 1271 No. 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1023 1023 576 1121 No. 5 (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) No.S 898 898 481 947 q• r q'Jk # y -.1 TYPE DESIGNATION `, rjq'� `, (q•� `,'+y'� P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY (8x16-P-1 L/1 U] t' r•' r'• NOMINAL WIDTHy LOUANTRV OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY J DETAIL '0" DETAIL "P" DETAIL "Q" 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 (0) LL SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAII'DN' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No, 3 2448 7050 3434 6540 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2156 2158 936 2036 �• ji 7 �• jt 1 ;• j{1 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/1i ] J Li \ SO ►Oi LA, 0 UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L #5 ( SOLID (0) L # L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-B" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-9" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 489 T 261 393 !� DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #S(l)U(1)L SOLID *5("U(0 ,LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL 'DO' &'DP' DETAIL'DQ' 3'4' 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 100DO 10000 4'-0" 2-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 7599 1OD00 10000 100DO 4-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 100DO 4'4" 3'-0" 7-6' PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'1" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 1 2996 1 1183 1 2844 t r•F t pr�,•F e•�' t r�� �iq1 t :� : ai 1 t •:� ` •�iiq•! DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION �H Lea TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWER LINTEL CAVITY [I8x1 I6-P-1 L/1IU] NOMINAL WIDTH•+ H `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINT EL CAVITY JUW 2 i 1023 Virtual Review com Assist, Inc. Plans Review for compliated and nce with the 20yD FBC pP ved hV Debra Anne t(lahr FIX23p0th Edition SAFE W RKING LATERAL LOADS (PLF) " X 8" LINTELS Total Length Type 8"x8" PLAIN 8'k8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-B" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'4" Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'4' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N i'•• N �'- -� o CO - J D 00 FAL/Y2^ e-- L � ARC ;1 5 % % z WWC C W 0 Z Q 0 > `0 o M N 6 %� Ln M Co ` N V Co u M O 0 u U 8 0 'N^`s wa, TW V L E m 2 ° a �y UJ WI- W J wiq00 0° VOLL LL Q �- U ~ aOK-j :Xwu =00�OLL ILL - -j JO I, < 0 Z U)U.J Wcnwwwv>�x¢: Q~wo 85z2Lij � (L L� 00LL Q O �XZQ LL 0 ZW O� ) O 0 M Q M � IT W G - tL ui Ix a. LL 00 Z V W W J0 O N III Ili O o O 0 O Cq 0 N 0 N 0 LO N N 0 N N O N N d O O N ,� r N N i O Z o 0 0 0 LO w o 0 0 0 0 0 ) L> 1 N vi 4 Lei c0 1 rn� u) } Z � Z Lu O ♦J W Z (1zz )Q V WOO VU� Owl Z cr l0 F- x a WF- mmw 0 H N ZOM W O ZOO O Z U Z� LL a. FZ OU p a m z a. Z J WN N O LAST PLOT DATE Z . . O J STRUCTURAL DETAILS A (LEFT) HURR/CANE Mounting Brackets 10 Gauge: 4-1 r2' X 4- I '2- A 2-12" Tr Back Cross Support 6rtay he c1,iT to WI See AnG t SttTerlure tc Right Bradet (?b Ciatlqe) Bolts 112' Pia. A32� C1a11✓ 17) p.) 0 0 {� -� �ilr1•p14 s�K-�lrr�Tl� it 5ercwD t,,•C Unit SuAtuui Ed4e Nut icare mrap (Tort if -A: 3 ins front) 1Afarhars Front cross Support Seif-t-ocking Nuts (May lie cut too) Left Bracket (1 fi Gauge) It 14 Self -Di ifing Screws Thru Brdckaets Back Cross 5upoott Into AJC Un 1 Botorn ' i6es (Typical: 3 coach side for hurricane use} INFORMATIONINSTALLATION Aq�xf:da, a,+ullaiaut irpxxucrrwl un rmtln�al,-si vrw}s.sh ¢'iursx.€ar-.Ae i��'re. Relict Seal Dra4+in= araatr�lk spas regsu+l ( nor! fax wig applpl Florida Department of Business & Protemional Regulation Pays 1 d1 Bulking Codes and Standards v am2, Product Apprard Application Dalall 9,012 ar"Ittsr Rkt 211111 Imo Due IlCg! valsin cmim ar X11111101110 IBA) FIR iAaproval BQHPWd OLOW 0,11,mrdkn 2120 smart win ProdddA line McheelGrehare Narnesr Ncwa PE L.N. R."en P.E 12M 9110211 I2/som W241 A20 As, r1r i Catsyay: abuwral Compakrlls (977)44t-03ee PE-7377e, (31MI200-too mhCAMigar. r. aodlds Modreed as R.Mt of IrdamemsRwnloOre Plies, Ted -sorry Compliance Yslhnd E-iralia, Repat twin a Florida R4gNhrod Nmilep or a UM164 Raids Prdessana Engineer tt7lflt'$ IMDW Dodo, Seed ZMSBL. B S 6AaY! W&9. Duties. frog 6fWI1M Is- - ra Brn.rlvent 11D.141 a154o910 Duel Fleets Flosdaed Var,nabm Vwd 12/31/2023 Yr Yes We 410"100 2 SrreeI Mods] a13roS11 Dus'Fwalae Flood bad V.r"-Wei 1431P2023 Ya Yee WA f7PF4101) 3 &,Odvom Modal W 54P520 tMiiwedS"d Volt 12f51T2= Yc Yes WA •10DL 10e 4 Sr, rir-MMPdelr1540521 dialed flood Vent ti!'S1f202S Yc Yes Nuk ♦1004 ion 5 Snadverd Modal 01540 524 ,"dotal Geneses door Road VMl t213140,3 Ya Yas NA WA smdvem Mddal at590570 View we brhbr ROaEVrlt 1Xdn(123 Yr' Yea ILA f1001100 &,,tVwd Moda]ai 540,574 14.5igid 4kr.ge Doe Flood V1nl 12,r}ff1073 Y� Yes NA WA Florida Depertinert of Business & Professional Regulation Building Codes and Standards Product Approval Application Getafl � 1 1110 YKMW UWVAr.111M - LipparaDwrese Pe .. 2020 Drexel Metall Inc Jason Shumate Zs hvy R Gees] Carepery. Roofing M2i303-1711 PE-74021 aubCasgory: Metal Rodna OhumemMam,mer.- Carplare it heamost E4aLiabaft ReW ban a Mor b Regaaretl Arceted o. a lrr+sed Fbrrd+ Prnfas-al Engineer f Lai TW24U PfiKhMI2 ft4E 11%Md ModM. pow" of Igrre 01 Metal Roofing Syaems DMC, 10ONe, oil 15066 DMC 1T56. nM= MG& ON, 5V SgLlt An Yts3il Rewsm 10_RS Thama-7N CapaLsrl Cdagruy: Esermr Ucas 3unCowg0r. 9rinpnii Extents Ds, Asfee,blk3 Coapelond. Medl EYanasuan Recur ton a F)wlds Reglsured""Med r. L"w"d FWM Proldleidnd Emma flea ftl t'.rodim al"ft Naar or area 1 e Thane►Tru flbwdhute sad 9 eaGi--Se r b 7nem,s Tr�FibefUsare alp Smiso Wr 3 c Themes-Tru F7bergarisk saw 9mord1-Star Pear 1 0, 1114=1 010 00 Isdir 2" VANME aY ) ERIC Aeowirm Au "d aSLAg en P E e Lodge BoldS102ax ow9r= 0620R020 1WYW20 /rgrreec (33.i 300-IWO QualliyAssyiance Amrowa r; use Ameewd rrc Use r�tow Didlar caulart aXaeel latSLr% $89l .ttlali gooslam IR4tatrt 2rT1f102d Yes Ni NIA .O€Ail F1oAde Department of Business & Professional Regulation BWI*V Codes and Standards Product Approval Application Detail contact fe urwar a Ld Icss Valladolid or Stare Motrson L)meam F. ;12 mdt P.E- rrym J. King, P.E 0000 543-7aza RE143400 (913, 167,5556 9iaepol90etN.< as proillurk Description wirrunae 08a09'8 squat Impadit": Opaque CrnwNa Edge Fbarg.ss 6mgle Door dlh�'1g.X ;gMgrratiXn'.I t4amnd e&e39-a arNd lmpea&aud: ow q it Canpaske Edge Fbap.ls sage Done ins, Sdeas(a llnwnpAbdaWlag: XO. OX wort cm4gdrstbeu "Were ow$:6 liquor ,mpaabqu 1. Coe we Co npoNts Edo. Fbergleric Dewtle Door with or 01h.1 SWaass etitl.watArlaF'Yrq XXa OXXO 2a 20 chips, PNK#M ass SLAMNW FBC Auaxpaa AYE Maus 04115"21 n2.9,r2420 042ZW021 06061=71 01P1- A,,,w411 Lj an 11ZA Canhaa F ''rdlw,ode jg2 w.: oweA& NVNZ BtMurliet P- H. Y_ Yea fir. ,2n,no26 No Yes Yet WA 1213vM6 me Yes Yes W.A 4 a Thtrt„a.Try Fiber-M.Sk Aid SmOde-Star ._mil 811411101110 aqua.a,a»dat 1K Opem. 12P11202e Pb Yee Yn WA Crrlgoirs 604 Fleerom suross Poor 1 n-gro."sdeg; X cmagrenam! 5 e. Themes % Rberrlae9c am Smooi-&ar Namnsl asan o agla,frpea4gld Opsgue 12131/2026 W Pas n WA Compodl. Ed," Fmerg iss S-in¢e O-.11 h 9idelafiss (Imp mglDu ewir.,I: XO, OX w OXO mregrrish-1 6 f Theins-7m FbirClesrcanl Smooth tor, Na snit 4ul# 0 &gua.trpaa&gua_ Ogam. 12YI11026 No Yes Yee WA C­ pan it Edge Fibeig a se Double Dos cosh a without3idel(sr%"n9KXfi%0n9 XX eOXX0 _fIar.l Y a Theen?Try Ras-Cl- slid Smdda-Uer Nemrer ela/399 aya.myNaaqua.. �aaa 12rZV21126 Pa Yea YY i9A Crmpaita Reg. Flesryy.ss &iy fr Oau (barfrrgsswlag: X eam>peraodn} a 5. Themt..hu Fiber CY,aa.rd ""alb -St r No".10 G&gw-s asua.lmpaaaa a Gtaxdb I13 2M No Yes Yes WA Catpoete Ed" Fiberglass 4is ea Par ath S,daae(e) (twebgOUi141np: X0. UXa OXO eaeeanallamal 9 1 Theme -TN Flo-O w ow 9moa1, Sir Nominee IMMIX bqua.hpeaaquet Glazed /331rITA Nv Yes Yes WA CmdNail. edg. Fusryis- Doubie D_ _11, a .1u,"Steam lln&MnWDu1 ing.XXarOXXO Moiralonis 10 1 TTr,we-Ts, F'rbe{lefak and 9„aaR5lar Nardn966"0 iiqua,aroaa&quet Glazed 1MI07020 No Yes Yes. WA Canpose, Edge Fberypss eagle Dour (bpMlleroLsswlag: X tw1r;essdon) 11 k. enema -TN F,Dr-Chart am 3nO(41-3141 Noma al &iR]gp &ya:anpaHaaa Glazed 12.i2M PM Yet Yes WA ,.it Edge Fwagbss Simlfe Doe, nth Sddfal) (mbxlrl OLI 1Nn9: XO. DX. a OAC -ffgrnit- 12 1 7b-.Tru Fior O.- arw tt+galr8lar Nominal 4010390 "at t,Ipa laQAa Olued 12t310029 NT Yes es WA Ccr Pas s Edge Fpseg.- Dwdr Door-th or Meat adeltel (inwlnprCwiaang: XYa OXxO omflpuralalal 13 m Themes-Tw Frhe-Clsevic aid R-din3ar Nommer Gaa39b &Wa:aTgaaaa Glized 12`Q117026 Pro 1. Yes WA Maided Open ComPoste Loss Ftbelzaifl Single Dian16e1e'll(Our'" X, ligu Anon) 14 .-(W 641eta4 bgla.amxeQapra( G,e[ed 12f31r7m Pb Yes Yes wa W Ada d Open Cenpolk Edg4 M.P. Shys 0oa vigh Glazed Mowed Doerr 9Nild.- Cbs4u,gAxasnsg; XO, ox rr Oita cmAjpraunne, IS a 7h.inTro FLOW -CANS!, sort sm',ate-gar Nominal fall aqud.k prdagia Glared 1?I31)2026 No Yet YK WA Madrd Over, Goinposile Edge ROsrglim Deubla Darr oath a whcax Quid Molded t.2Fen 340liss, (niwnroulawhp: YX aOXXO temllpuresms) 16 p-Themes T. Flrar-Ct.sye and S-th-St., Nuel" 640M:6 aQ9a;6rlpbft Wet 0044e 1d3111026 No Yas ee WA Cti p-re, Edg. Fiber". rued. One ecru Wanted Oahe S1ddUrsl finsw eacui vs,: XD. OX w OXO-fig tiom, 1.7 q lhemw T. Fibe-Grassi, and Sin Ob-Scar Nvnnd GUMA atpa;Yrpaaeerd' Opaque 126101D2-'6 No Y. Y. IVA Corvette Edge F1Oelibsl Deutit Donn cob or Wn.t Gazed Mader Q® Swaref (hewed utawev XX a OXXO eomtg-rahens) Florida Department at Business & Professional Regulation Pepe 1 01 Buiiding Codes and Standards nr2d Product Approval Application Detail au 2M Dale.ffi1A011 sea lYW Y>f3�i LgMin YYiOifg.! Yi9li.ad & m= FDCAiuora Alloul" a8ilrt[ RV__ 2020 POT bdllrne, .Nos Rorpedb Warm -Dade OCCC -CER Nam -Dade OCCO-VAL 1111W202C ,02WOM 1, 24fdt20 Aprrana Csagory, 6n4ner0owa t04N 406-0100 Joe) S15.2590 aubCd4gery: 9iaig Extwle Doe Axi mble. caepl a,u eases C.mmsaw, ua,a a Liapng eadwsa@pwaruideasc em FL01-1t31 P iliam s Quaint Aurerir. 0,roaad for as Approved k, use iM 2saim tM4S hrrLa NOOK Nurbra N.nw Puce 22atalo Canwa,x BWrdlct era N6, MIZ QUWA 6M R/tlaad Aswr. 9 9nD.5570t4rge MI -se tnpaw Vten4 00r,9 Me"Dee CUt42M1 Y'M Yet Yens NA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31I2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/81001`8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12I31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248,11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG Ml Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60,0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243,5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272r2 +75.0I-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 15Ib Felt Underiayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED Dr ROOF VENTILATORS Thompson Arch Metal Comp. Off Ride Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -lie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 II 5/25/2024 The products listed belollN did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobs ite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Departrinent of Business& Professional Regulation Pape, of Building Codes and Standards IQ542022 Product Approval Application De all F^lav ar gab ➢!ma �B C9D91gg tlala P version Manufacturer Contact Esoineer & 1Jcenst Validated By Submitted F5Q Approval AmnkyPe Revpion 2020 TMrme-Tor Corporaboo Sere,la:iperawl Lyndon F- SchmdL P E Ryan J King P E. 07/23r202D 07n21= 0712WM20 IY1312M Apprmid Category. Exterior Doors (SM 843-7628 PE-43409 (813) 757-6555 Subcategory: Scourging Exterior Door A1selrbienr slaspersor,glhemnabu.w Compliwes Method: Evskiabwl Report from a in Florx a Registered Archteef W . Ucamead Fiords Professional Elylneei P'rodelet MOtlN. Mamba Or Name 2WOLAII ARIM M }ar the AOimdad PrOtluet DeserD�n C4MU*d EXDifOOR Dab inHVHZ nor Use Outside NVNZ A= li"labnt 21= Prresua 1 a. Therms-Tru Fiber -Classic and Smooth -Stu Nominal 6144M.8 squat lmixedr&quot Opaque 1213121122 Yes Yee Yee WA Ca,nposta Edge Fiberglam single Door 1Ihswr90A-9; X co,fllumbon) 2 h 7),enlua-Tru Fber-C)essa and Smrwdl-Steil Nominal 1UAVS III Impacfagrsrat Opaque 1213172M Yas Yes Yes WA Composite Edge Fibarglatm Single Door with Sidelte(s) (invinin fOutswng. XO. OX or 0X0 configurations) 3 c. Thar ma-Tru Fiber -Classic and SrnooWSta, Nominal 8dA9988gwztimaad&gV0t OPapw QJ111Yi022 Yes Yea Yea WA Composite Ecge Fiberglass Double Door wth or wmeut S""" (Insv ingroube,w,g x)(or OXXO configurations) 4 J. TherimiI Frbe-Claasrc and SR uctit.Siza Nominal 811439, 0 9quot onpacAquot Opaque 12131r2Q22 Ysa Yaa Yes WA Composite Edge F,smitasa Single Door preYYrg7DNISa4ng; X collfguaOon) 5 a Ti-T. Fiber -Cheek and Smoft-SSr Nomn.! 898390 aquoLlmpadaquot Opsequs 1 b31 ZrI22 Yea Yes Yes WA ConPiaetr Edge "'ni gloss Sregly Door wth Sidelte(o (IMwnaAOubwmg XO, OX or IOXO' configurAons) D f Tlrorma.TN FICeAClassc and .Sr000tnSur Nominal 8&i99;0 &qu1tlnnpaa&quot Opaque IZ01 r2022 Yes Ysr Yea WA Composite Edge Rbetgrass Diu bw floor wth it ,arehaw[ Satpliles (1Ramng/Outsiwrg )OC a, OXXo coriiguratona) 7 9. Tharmf-TN Rber-Chsak and E mein -Stu Nominal 6&SM.8 Aq a,Il p adLquot Glazed 1 L31=22 Yea Yee Yes WA Composite Edge Fiberglass Single Door 0nswrW0urharing; X C rf g sxrbon) 8 h. Thermic-Tru Fber-Clessk end Smooth-8tar Nominal 8&R398 Squat lmpecYGquot Glazed IM1022 Yea Yea Yes WA Compass to Edge hia"law Single Door eith 9idelta(s) (Irewrpr0utsw it )(0. OX or 0)(0 cinliguraeirra) 9 i Thwnv.Tru FiberCWs,canciSmwlh-Stir Nominal 6&M 8&gwr. knpaciRqud Glazed fwif 022 Yes Yes Yes WA Composite Ed" Fibe Bias a Double Do" wth or nat,od SrW"" (hm aringrou moil, XX or OXXO QanRgUrglOna) 10 jThsmm T,u Fiber -Classic and Smooth -fir Nominal 8&M.08gwtlrnpacfaquot Glazed 12131/2D22 Yes Yes Yen WA Composite Edge Frbayla% Single Door jlnswr,rgrCOW nr T, X configureeon) 11 k Thernm.Tru Fb[ Ztaaale and SwoonsStarNominal WA320 &q,^lmpaet&zuot Glazed I2lsif2 22 Yea Yea Yea WA Composite Edge Fiberglass Engle Deer win Siddte(s0 (lry v nensewig. XO, OX or OXO codigutaton6) 12 (. Tharmil-Tru Fiber-Cbssic and Srnoothakar NomIMILIS 19g.0 8qLat,dmpaet&qu2t Gland i=Irl.= Yes Yn Yes WA Composite Edge Fbargiasa Double Door win a without SidrGlea (Inswingroutswvng, XX or O)0(0 config unaornl) 13 m ThemO-Tru Fiber -Classic and Smmooih-£tar Nominal WO-s :8 &g4AfX;lrnp,' &quilt', OPagUa 1 J31=2 Yes Yeb Yes WA CompoePte Edge Flaerglaes single Dow Alen ilquotNon-Imosc74uot: Sihelt*&) (I n"Inivoukmra, XO, OX or OXOaceftLdvationy 14 n. Therms-Tru Flbar-Claask and Smoot Sbr Nominal 067138 aquecimped"'Wat; OpagW 4231r'2022 Yes Yea Yes WA Composite Edge Fiberglass, Double Door vim &quitNorebrpmd9quat. Sidditas(I nerNrbyQdsysmg: OXXO 0Qnf9uret)oN 15 0. Thema-T ru Fi btx-Claeea and Smou"tar Nominal as** D&gaA1Llrrgeal$rqv0t Opaque 1231r2022 Yas Yea Yas WA Composite Edge Fiberglass Single Ddo vim &quot,PlonMlpad&g1ro; Snde1Ae(s) (Insaing1cudre ng;XO Oxor OXOconfgvabal 18 aThemw-Tru t-lber-Classic and Smoom-Star Norrilria I 89M 08glJitlrnpat%quat Opaque 17131 r2U2 Vas Yes Yes WA Composite Edge FdaeFglaae Double Door Mh i to of,NOMapacAquot, Sldeiaes (I n9No8/QM5Ysn9: OXXO cardgurrston) 17 gThsrrna-Tru Fiber -Classic and 8rrnoU,-St2r Nominal W39.8&qudLNomlmpud&guot Opaque, I213irnm Yes Yae No WA Composite Edge Flbegfara S:mgle Door is r Themr-Tru Fibrr•rlawic and Srroot)-Sir Nominal 9&iW.8 8iuotN�on-��j m0aa&Writ Opaque 12131120d2 yes Yes No WA Clomposte Edge F bemlass Single Dew whh .Sideltgs) grlewng+Outa ng, AO. OX or OLO conhg unsI 19 s Therms-Tru Fber-Clank and Srnooh-Star Nomiw168".8 Aqua NondmpacAilixst Opaque 12131,_= Yes Yee No WA Comprise Etga Fiberglass Double Deer wren or WMuL4 SidMrtes (WairMrrgrOutltwng: XX or OXXO airifigusucins) 20 t. Therms-Tru Fiber -Clew a,d SrrpothStar Nominal 86a39.0 BlguctNondmpers&quot Opaque 1 rW1Q= Yes Yes No WA Composite Edge Fibeglass Single Dow (Inswrg%)utavw,rF Y cp�riston) 21 u. Thermo-Tru Fiber-Classk and SmoothSur Nomnal SII aquxNon-1mpaetilquot Opaque 12/31f 2 Yea Yea No WA Oompoale Edge Fmerglau Sturgis Door weh StdNits(s) (brwng70ubrwng: XO, OX ca O(O 22 v. Therm -'riot Fiber -Classic and Sin, 11,51mrr NNr- .118adY39:0 &quotMa*Irrpacl8quak Opaque 1b31fX122 Ys Yea r4p WA ComPr2sda Edge Fiberglass Double Door Wei or without SKelites (IrnrMrgrOuscvmg. )Xa OXXO carfpusaons) 23 vs Therme-TN Fiber -Goss and Srtnath-star Nominal OL"10.8 &quotNon IlTpa l;t&quot Glared 12r3V= Yes Yes No WA Cos stredo Edge Fnbwglasl Srgs Door Ste, xoolfiguration) 24 X Thelma-Tru Fiber'Caaaic and Smooth -Star Nirninal 61603Q8 &quoLnbm-lrraet&ep+ot Glared 12l31r1= Yes Yee NO N7A Com(pses Edge Fiberglass Style Door with SkldLa{s) Qmawin9fOutfw(ns. )o Ox orOXO donl�" Ufd40ha) 26 y-Themia-Tru Faber-Ctassac and SmooRiStar Nommat 151e39,8&QuatNaF Imisec&eplot Glazed 22131= Yaa Yea No WA Comp ian, Edge Fiberglass Double Dery W m or wRhout SiddRes (Insvvirg(Oubwing: XX a OXXO co,digurahons) 28 L Therma-Tru Fiber-Ossale and Smog Nominal S8iA39;0 aquoLNon.in,� Glued 12131. 2"' Yas Yes No WA Composite Edge Ramg]Osc Sexes Door U�, xcmfigprabord 27 zis Thamill-Tru Fia r-astic and Smooth-Slarr G Nonmal SS .O&Qa uo1.N.lr1)paaBqu Glazed 1?131 2 Yes Yes RW NIA Composite Edge Fberglass Single Door with Siddes(s) nsw n9K_%nwrg: XO. OX a OYO mrdipuraaonsj 28 zb. Thelma -TN lFbei-CTamPc and Elmoi:O-Sher Nominal SW39.0&quotNor ImpactiI Glazed 1231i3D"r.2 Yes Yes No WA Compana Edge Rbrgiass (Double Donn win or Without Sidelita. (Irswinglouarnmg, XX or OXXO confguratorre) 00 Ilea vanuan villitimiliti c R&wlean 2070 W Nndwis end Doors Categdy: Ebedor Doors AbCaegory: Siring Extra Door Aprrs4rt Cenpllrn4e heithoA EYaWaficn Report tan a Flid" IRe+Pearea Aired a or aLice, aid Firnd. P,dessb-W 6nainea Iita2 1 SERIES 420ALUMINUM SW 2 SERIES 420.ALUMINUM SGO 3 SERIES 42DALUMINUM SGO REINFORCED 4 SERIES 420ALUMINUtA SLID REINFORCED 5 SERIES 420PLUMINUM SGD REINFORCEO Florida Department of Business & Professional Regulation Building Codes and Sfarxbrds Product Approval Application DEW eme�x &ant 8rtrger Luis R blft Lomas haven M L" PE t7173 305 3300 PE-52314 i117)317-e454 eni wiu.ggm�_ was, a2 1dr2021 "I Slut Date Pond "a Y111111111111111 adml= FRC Actress! gyp ALM 1001IN20 10,116arA IOPS7020 12n5=20 Ap- Tires for c°mpli by $99YF1. 11 SERIES 420 ALUMINUM SOD OXO Sdtl[atlfowlout 12d31.+2024 AarrrMfa Us r IAA tid Angond for use ouItI&l M Yet Impati Bol& t No D69M pm$Kn WA 145.324agadX80Aqud; NON -REINFORCED SERIES 420 ALUMINUM SOD OXXO. XX 12F31f=4 No Yee no WA 99&gxa X60aiail NOf4REINFORCED SERIES 620ALUMINUM SGD REINFORCEDOXO ,2f31f2024 No Yn t4o NIA 14S3N&gsdsOa6qud'. SERIES 420 ALUMINUM SOD REINFORCED OX. 12131=4 N6 Yes No WA Xn. XX 99aquo X98agdd. SERIES 420 ALUMINUM SGD REINFORCED)= 12nifm24 Ni Yee Pb WA 143&eM;.1116adea. Florida Department or Business & Professional Regulation Oar 1 d2 Building Codes and Standards 10MI Product Approval Application Detail 7ka Version Caton lniallnew All Lc~ Vau&M.e Bin Ya&odh4 FBC Approval APffi"d $:aM Rewalon 2020 Wrp a0.1m,. swam of OT ud Doer Drrsyne kaolin 7CA, E Seek. Jeffrey P. Amawn. P,E 1WI2R020 09.262020 1Ur2512020 12ASa'020 Apwdu.d Canastinn (330) 7634121 PE-51737 (904) 821.5:J0 Caaasrlr: Efledm Dour dkom,lbQYn.ynFd,am c 6uiCdagaey- Sees nr Caterer Door Assentalef On Coeeh- aldhoLL Ewha si Report awn . Flosais Raa151eNdNatiteol a a Ucensed Rends Prdaafiaul Eno,lee, INA FOAM Model. N abr or Now Predict Description coraw Ctlration Dale AlBw.a far D,. Appraised I, usix tam R"IKNl Iaam ptarinyg 3 $DM4100r82W41105 &a43S. Morataut 14UN*Mu IWgin Glexlag 1b31.rr�3 N5 Y41 Yes -11 OOJ.)5.00 C4"bie en too a iMemxdldf eadron 1G N)004100t20P F1123 163M. Max with. 14U3S Max height. Gluing 1V31=3 No Yes Yes -30.001.33.50 twasbls In cab or IMerrledlile sedan. 11 ODOM 1D402)D$1124 10E4t19-Max wish 14643r flax heat. Osaang 12(3112021 No Yeas Yes -3440P.%e.30 "Isbler In tap or h eRT&d N aeaton. Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval AppGcatlon Detrdl Per I is t 15=1 rto entire or no 292 Fill.Poland l" izaa V- hillarturactune consist CaAaULLIMMA Mmdkw c Yafwls9lwkmw E9CAo112" Aisur-ed $ilikli Re)ilw 2020 Carnes GY'fSMLM of ML7G. Ir1 Ton Redo UL LLG Troy even", P.E 12J11472020 12`0V20110 1221fA20 Appaed cateo :Exienw Doors :Wl 494.2611 isets)6470a6o BWcatepary: Exterior Door Canporlems an.rairoiusssvoito compliance Mamodt Cildrk&aon WIX a Leung 1u7.Ns m f W hwdud. Quality Assererce 1111Ras[ Radial eso R Pietist YOdY. faanbu o` W ma r j se gym 2W ILA t�S(Q 1 60T, zOT. 72T. 74T, n 7 €r7 end 647 Single End Prosa P" L Gassed and LolrverW 1"s,-0 peps of I V3112025 lies Yin Yas WA Orbs rtaloP meld daces. Florida Depertnent of Business & Professional Regulation Pop I a2 Building g Codes and Standards tom, Product Appioval Application Detail 9!1!k War go gas Visa P"O'so Rdt mma verslm Ilmfibilli L Slut lmaialTJLldrMK YdiddoLk U111Ya ammiud FRC Ara.r.1 huGn a clues Wstown 2020 MI Yanddles and Doors Visa! surge Amex= Ataneeeaal Seven M. Unch PE I Ih?12D20 11n742020 111Z7r2020 Appica d Calegary: 11-AnddV5 9-Mr)385.3300 14tinu1ec6rers Asaoarion i71Tl31T4454 sabcaasodr. S [rdia Hung b."rlor®-xim can e.Rpaanea Milled CsrWcetlee Mery or hang Ar,Q..ae rw Ufa AmremeJ (w Ufa !� lt!a710) ft-2 acaelMollie. *later orMama GrWaaEumletlmDora In IIWZ outside+1VHZ Resistant Pressure 2 181 Gl SW? Fires Ferlgs Funs IGASG angle Hung 40/09,=3 No Vet No -60140 Lem:idid Glass O N U) U Q 0 O O c- O W C� O O M0 LL 10 CZ > -O E CZ 12 W Q Z Z W J JUN y "1 1073 It Review Ass-st, w►th heated and ?020 FBC j roved B Anne Klahr PX23n h Edition (D E =3 z /U) V J Co O > C CL O0 ac �I 0 U m L LL W Z z Q J i1 SHEET NO. PA 1.0 -i--a N �-e Florida DepaMlent of Business B Professional Regulation Papas .19 Fonda Department of Etainess &Professional RegL:iation ; rA , Florid o@)1e117nent of Business & Professlana: Rogul9ban pope, d, Florida Department of Business & Professional Regulation P.p., dot (� Building Codes and Standards 125CL22 Building Coss and Standard 1 _c,<' Bailin Codes and Standards g 15 Ds+ elating Codes and Standards F- � O PriodtKN Approval Application Dletatl Product Appeovat Application Detail Product Approvai Application Detail Product Approval Application Detail L L _ .. O ltitttAti LL li.4IItt l;btilaL4t Q& �_::., Dlit Pending l L� Chat, i - lets F'eladrn p■a 291 R& 4dE E^1117 vit. gas Oast ?aadno RU s4.Q! KdiC1Y no 292 pa£.� DU � ` V � IlRI Rev'sien Y■nlon Manufacturer 2Cf20 Thermo CO,poraAnn c Ebornapr & Lreenae VMldrted er Steve Jewperson Lyndon F Schmidt P E RyanJ King PE YlUdoM 1CD712021 Se FRO Apomaa AoorovW Daisr=721 I0713r2ff_-i 12rt S2021 status Approved Ilttt Version tlerturecrurr S�tCP9 6tdnecall sYyalwi aV I YP11da[4A �;tL?A FXAMFQYW AOaoYW Ri In-4 i Dal. V-1- Cbaw enancer a Clearers. %Madmwa, Y FAC Amril:r Aa®nd � mm Yalalm S� 1 t xagwo ®L Yel■■1Y Ea%� Aa� SAM /V\ /� , -Tor 7ISM PE-43409 813) 767.6555 Alumni.. 2D20 PGT Industries Jens R.-sk, lAwnA Gsae ECLO CER ar,T yda P. i.G VI; 1 5(r5'2 v ".VS'_3_'U :1 i I Ek M Stirgrt A en,:an NC It lure 14f [ M U:.:h PE 119M- 779 ' DFIW2020 is nwnx aPl rcub t Re,esbn 2020 N, VAndeu's anG D- Arabs Surge, Amnngn WrAaeduwl S.- rA u1ch, PE 11122r202e 11 rnno a A(prded �W Category,. Exterior Dods (&DO) 84E. SubOaCal agoO Door lies ajarrper'sari�lhermabu.Oo •O•nr Ml dcw ';341,)4*wnia0 r A4i .3t5249G Ca Wndove% 711&5.5Ak1 RA,nrthe,ulas Ass¢�btren 't ;3S1- 4 callow. windpers OM 3M33W hi -loci. sAtrscroon k?,-nitid454 L,sJanP�mliid.Oorn /Tt rttromAmem Method: WcirEctierio COmpllaat)e Method: EYelusuon Repathaane COMMA f,+ swGetatMa: Sr,gle Hung Correlirrs Mrivpd: Cenllpvan Marc z Lntnp ,roaoesM@pysnWsriiaa,t a n HrHw co S'Wox Compliance CA,npYUnra slxtoR CertHiM..tim Mark a Lrsxmg ualimpar�n,wd.wm deb Ge/egt7. eth Cbtmpllnn lisdlaE C.ertlfpeurn Hera a Ladi,g A ti � ♦ 1 � V Fbrde Reg atered Architect Ora Licensed Fkaida Q ,L Profeasiond evuletar Fulm-F2t Rodlucta FL-_2'351.Ra ProrLr,Ei, FL.. _fa Rom. O (D F11M IALEMdYt5la DuaihAffiawrta Amrovadr«usr Acera,adfor Us, $StiiLt Quairtvrsraum Awrowdtor, At7orowdfoUa pnladLAaMruaaa ANUAmd&Lku AMLUdlmum sumac pealaa O Q 0 + aw ►rydYC1,LtZK a, gAmotims (lt t5Gi3S6!Y i,isv !maw enw iw Rmuct Yadil. Humor «Moos frodriaLooractlefien, cases' En*dkm tart In gym Pressure OWdW Atlsurence Rplgroyild for Llse 11QRMAli fur jilm Inspect Qw&e s IUMW «it= WK k Yell $egg RoPst MM Yumnr Or Rama PTOOkin description jKXWj Duane HIM fillitim porstairs 14". Sett a Product MOM, Number or Name Product Description contract EXpiratlon DOW M HVHZ Qutskle NVH2 Rrshapenl PFe464re 7 RNSAO I L.190 iAsO. Mped7 Wyl Sims KWa and- 07fAr,025 .aa yee NIA 1 HS 488 Fin rid ll r g. r- 1542 tnsuhd.d Cieac O^JI Rd24 Ile Yes M1b r5544d 1 ie5 Pw 73, 721nWated 0/RA/2023 No Yes No •@lido ,rret'�++tr � rrt CU I a. ThemrHTN Fiber-Chn3c and Smrtodl-Shr Nominal ly&M39;&&gtAX,Non-Intpaol&idol Opaque 1213V2022 Composite Edge Fib«Dk1es hDoor No Yes NO NIA `4 � Q V ` kip ole Onaw4rrgl0ut,sribnp; X 'n� i, J cutFgurebon) NO You NO N/A O 2 t Therma-Tru Giber-Clacsio and Smooth -Stu Nominal 08MJ .0 Rquot Non-Irrpaq&quot Opaque 12MI2022 ^ l V/ Composite Edge Fiberglass Single Door wft 9idetae(s) XO, OX OXiO � � �_ Q QnswnyOrMning, a cmNgunagms) - /}�(r ♦ V 3 c Therma Tru Fiew.Ghisdeand Smodh.Rwr Nominal 684111 egtot,Ndn.lntpadalprat Opaque 12niQU2 Ne Yes he, WA � � �� -cu Fiber lass rn Codata wid't0dtSidalYtes(IfieJAr'p:0u :XXorO)MO oorlrgurelons) 4 d. Thermo-Tru Fiber -Class. and Snood .8ber Nominal 73M0 aqW Non -I npa.IX&gfot Opaque 12MI12M NO teas No NIA CompoNN Edge Fiberglass Single DOor (levienglQuyy4n@, X cormgluati n) 5 e. Themil Tru Fiber•Ctassic and Smooth -Star Nomina17&#W,,0agUorNdn-ImpaVKquhM Opaque 12131f2QZ: NO Yea NO WA Composite Edge Fiberglass Single cow with 5ddia ti (Inear ryyDuu w rig, XO OX n OXO 6 1 Themes-Tru Fiber-CIas51c and SMOOM-5tu camsivraioks) Nominal &&M3$O Agmttion-ImpaYaqud Opaque 12,31f2022 he, Yes INO NIA Fonda " Dopafimera of Business & Professional ReguiaJor, Fro. +;r t Florida Department W Business & Professional Regulation pap., of, Florida Department of Business & Professional Regulation Composite Edge Fiberglass Single Door Bnlrlding Codes and Standards a11ZI-J l Building Codes and Standards 15=1 Build rig Codes and Standards LYr21'@1 (Ins ei gOuteieng. X wr4rytLaroonl 7 a. ThemrlrTru Fiber -Coos. and Smooth-3ta Nansaat i101n.0 aglwtNowitappAcMaut, Opaque 12131r= Compokite Edge Ftborgim Single Door Ah NO Yea 149 NIA Product Approval AWICation Detail Product Approval Appllc&Wn Detail Product Approval Application Detail 8ide4ie(6i (Itlewirgl(hAswing; A0, OX rot OXO Flat 6'3e3R5 wrnrinall hone) 8 h. ThemraiTu Fri«-Cbea,c Smooth-Aartbrmiaal 81M30;08rpuotNon-Impad&,gLJct Opaque 12I3t/2(n'? ,Jo Yea tic, Mira - CompeeM Edge Fil"Lli a Double Deer wAh of Glift Enter or 2" % LIo. raetrar., Bttt 6sm attars[ 181e ;8ta l �a Ed16C� J7■l �! f MLaum go vertical SIdMRes (Imool youtshosAg, xX 5r O.uxD I:aE Banwhica{LS �i� EsePlar.. a u�rr,.. Yalurad ar Yliidsled id�L'd FBI; Ammer AgV_q%W 2LAaa Lyf 2,t j coreact E,rdrrw & Lk r VAd W Dr VAdAwd Sideafthid FBC Amroaal Approved Militia, Met. Varrilor pfiantific$g= Lkanm yamim By among Fsc juarrovit Appostaid am& condguritlona) 9 tThenraa-Tru Faber -Claw. and Smcoll Sta, Nominal 6411M39:8 &quOtMon lmpa l&gvA Glowed 127di 2YI2 No Yes NO N(A AMnYk» n2d PGT I oM� mod Rawest, Mam.Wen OCC0-CER as ;. Dade BCCD-v.AL i1AY.,lI4.2') IA)S'2G2r) I171rNx N: Re— 2020 Nl Wsdctws+d Dona gem soutp« u,. RL-1 PE 9evenM Lech. PE 16MIN"026 Irlr))62020 /en Y620 12MSM20 Apprcaed AtMmYlae 2D20 PGT industries Je.s Rbaavd M.na Dale ecco -CER keatLOade acco. VAL 1113WM20 1105M20 17n1r2020 Apprewd CornposMEdge Fiberglass Sing 0Door cat.g.rwr,dars ta4l)48s-0l06 i7w.115.2590 Cxtg«y:W-1-a trl7)3G"-:nl PE-6714 (711)31;-?a54 caarker adore (94i)4WOteu (7861315.2590 antevrgroutipa ng; X Odllgtra0orrl subCOUtwill. rioted arno'rsa@f pendicnYa c SuhGtrpry: Muemt batlngreQ mnxd.com aWCalapogn kWawns }rtswsklmppelX4sdleat 10 ) Tnerma-T m Fiber -Classic atM Smoot s-:°talc N6lninad 8"39;8 41quotNon.Impac1quot, Cmld2ed 12MIM22 tJ3 Yes No WA Co"11- I*Mhd: Cev4Mcaeen MA*9r rY Llebimg am CanpfgnN NotPrct EVAUaliot Report turn a C"kanesmob d; C.Os " n Mark a. ENMD cm Composite Edge Ftltargwas Srngie Door uvth R." Roost,," vrchdecr P-. L- sect «L3s SdekN(s) (H 0olporOuL-mg; XOOX u OX . O F LA7ISJt24 edrnca v Eh Fvdtsa,ond np"em flaiai4tlS Routs a0nbguratlon9) darer Afslrresy Agwima ,allck 62umidfatack y)� g A AmLmmgf«Ufa 11 k Therma-Tru FberLnassec and 5rriaobh•8ter Noma w 63Kl9;8 aquottlon-I mpal&quo( ;glazed 1?,31f2771 he, Yes W WA Ito Prodim, Mods kl mbr or Naar +N HVHZ OL4fk `)rylli tildrdad P ' f AL 11&bZ d"11L AMA Rolruet YmoL MarEM or aWt1s M PrOdLict Depriftition lbtiT In hVn outside Rtdg= Pressure Composite Edge Flbergiara Double Door Beth or turnout S ISIMS (In&MnYO t4Ydng., AX or OXXO 5 Pl*35201Lrg. Missal. +mpsdl LSr yl F.rd'Jdndcs 04w,".25 Y«_ vat 'roe NSA Aokdd ter ku AmnvW Ldr Un um 20M 1 Mu111a,9 fo Al Doan and wmdw9 Alumisum Whorls D 26f2026 Yes Yes Yes WA 12 L Thmma•Tru Fin»/-'(JaaaPC and $mawh-oaf ton4gaJ7& tJDnir11d 7&M39',0 &gLfOff+bl,-ImF quo!; Glee-'� 12N1/211 l0to V'e. NO WA Nudist Model. N-b. Noma :75'4 Product D-iortwu, S^: au ptmarkrrt ere V'erbdal Aurttmum Mulhon i2+T1irm"I yDlyyys N. Yes alabl� Yes WA Cwnpo+e-paten Edge Fiborgim Single Door Ottsa'englOubvdp; X rwnkyuration) 13 rn Therms -Tin. Frier -Claw, and S,nooth-faYar NorreW 7&839;0 aq,Ntblor>- Impodaq:int Glaxed 1291/2022 W Yes No IVA Composite Edge Fiberglass Smgke Door wih SWO144(a) (Innevg/0ulswng. Y.O, OX w OXO cvltfi�+rtyions) 14 n. The nioTru Flbef-Ckakek and Smooth;Stet Nominal 811,039;0 &quot"W lmpaGaqudt; Glazed 12431f2022 W Yes NO NIA Campaeae Edge Fiberglm Sing as Door imsoci ginuftwig; X onnlguronon) 15 o Tharr e-Ttu fiblix-Cessc one Srrooth3gr Nominal a9sn0&gvOtNOn_1mpact&gaak, Glued iml,`2022 No Yea No NIA Comisomte Edge Fibat2Fass Single Door m , Sidelile(a) OnrAanplOcdswng. XO.. OX a OXO Florida Department of Business 8 Professional Regulabon F., t d. Florida Depeftnteurd of Business &passional Regulation prig.2 d 2 Flonda Departa erM of &Mines$ & Professional Regulador+ Pig. s de, is p- Themee-Tru Fiber-Cswiaic and Srlopol•Stu ew,rgrratiorts) 6&W Nominal g;O &quotNon-ImpekCl&gtue(; Glowed 12.1311= No Yea NO NfA Binding Codas and Standard , t Building Codes and Standards ,offie=1 Building Cods and Standards 3 Composite Edge F'Ibergrasa Double Door no at ndinc a Wedges (In.r rWoutsmng, XX or WDIO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 g. ThmrwTru Fier -Claw. and Smadith-3bar Nominal 6aon:8&cluotNon-impad&quot Opaque 1223I=2 No Yes No NiA ,.. _ Composite Edo* Fiberglass Sing leDoor A'. - w+,�•n - - _-. ..:. - _.,. :.. - .---_ .. '_ .. _ . --. ... ;. _. _. .:' .: Transom Dnavertp/OL4rAhdrig. OIX configuration) - _: _ --.. _ le r Tharme Tru RberCleostio and Smooth -Star tkrrtiel MrA,8 4liquotNori-Impac6quot Opaque 12r3112022 No Yes No 41A. rd* anger,H go 291 DX*P"- - ft# 1Lodo DOW 2ft PP61. am Finam ) Si$ enters lit! Q■t $� Gernposda Edge Fibeegrss Srngle Door wdNi LM YdSfl Gasem nmer,mfe y aAalzam@Again, a V-- called insmuALMMA ."-0, Validated RAm min )MUAMfisaw EWAUMN AgggVM Sdetles)and Trosdm(IrewrgKutsstg07XO Rrvl.iun 2024 J4mad NarKkr lenls#np PrOdapur. dnc Chad pasha W, Anaa+n Tan JrN O'arinaro, R. E. 01A)5+70it 12t14,n0F0 dtAs9,02t ch^u FOC APP,_ Ra, _ 202D Afsloe NO Thsnps«t Y+1 t dnn1 6dnmid, P,E R yanJ Ki1p,7E 02.13r„n,2t 02n 5fJI1Zf 02m2021 non s, m2t Approuae RmAsbn "02p pAf 11104W 5doh RoGen Namman Jim W. Wxxavntt. PE /2Jne11022 12n?PA22 t2>00,2022 0107r2023 Aptrouml to a Therma-Tod Fbet Classic and Smocdh .Shar ChC7X lsr OlOXO !orate urMNria NOMMI 6$111311;8$gtXkNdn4frpeclSquot CpaeliJe 12i31f'1022 No Yes NO NIA cvwm: Pond Malls tXfh 545-659 MilteS2 i3St Mr.232fi Calgary: Panel Well. PE-43409 (e131 7d?-B555 Cafaaory: Roue WO)760,341, PE-501M 054) rt2-0224 Composite Edge Fiberglass, Singe Dot with sLGtopJry; Sant a,bCatagorr. Asphalt aherlees mYt.ln®pX.com SrddM(te QnavantlOOsmning. XC-, OX a OXO COWVI&Mce Mod«! EYauatim Repon Fan a Ceenioll- M.mrel- R\WUYirn Raps, tom a CrnpllsrKe Metltod emuYbn Rapt "Me Carttlnuous Head and fee =rAgLNbOri) Forfd. Registered Ardrsala a L-sed Flondle Florida P.rg4wMdArchkvct x. Utxnad Fled. RoAda ROMM*adAichae d a a Uothsad Paridf 20 t Them».TrV Fiber-CbaNt aM SMICONvsbr Nominal U030.0 &quo,,-"t-AmiloAl16gu6Y Opaque 12r31f2= No Yea No NIA Proasslond Engasr Prdsaswnf, Enpnen RrormsorW Enpriber Composite Edge Fiberglass a Door With Sidelae(s) Qn teonkp Dglrw ng. DX of OX(y Fjpt7f axe Red�eL FLP16272Rs Roeu,Ys . Conehnuous mead avid Slid Ootdilsuraaarr) QMe&Lt Aswnnca ADl(anMhx Uet agwingfgLyn allaw 00901 Ourav Assu-- Amryndlal/ss APorowd for Use kom g11:111111n Quality As Approved for Uw Aoaondrefuu allow podm 21 u.Ti,larnvkHTru Flbar-Glaaa1C and SrrioOln-Star tale2tFd 1215tf2g22 Nominal adEdge NO Yea No WA I"A Product MOW, Nallelr X11111x Product Dncfk#on Ca#eit Gmeatieat Dad ;O-M/lXj outside MN Rat§sly ulak-S iris Pi duet MmY. Mundir«riama Redot 17aacripti Curb a!W,"Inoats k, NVMr ourdde rM2 aeaMara baton �$ Qoduct �i. t lnmr, Attim l� CdttM(t.) 6tlpe Fiberggse S71ge Ion s+fd, iberg;Ns Stripe Door Sldeifte(y QMNArigK)IrSlYng'. XC, OXIX OXO 1 Ce,eprsnk Lap Sx,ng tiler-cartant i.gsien9 12'31^23 Yes Yee- N!A WA aaWxiT$gt01 alit Vent Or Stlld Myf gore ,713,2023 N" Yet No WA 1 r}qF A1p1Y ROolithatglM Mf use afaC non-iMQ .' Flowers" marrows 34sD. lamnapd.SWand 1iMrJ(025 NO teas WA NM Continuous Head and SO Rlrylg.rebllra) i 2 H.r4.1harik Lee S,` din3 lbw-wrrant le: si +g i Z^, 00" Yre Yu N:A N/A 2 5. &O .,40 .c. TMd•d_Sd,rd Vent cr 50'd WnN S&N :2/r,--r11O23 No Yes ND WA )unsdict- hbAidpe sspMn mergers 22 Y. Theme -TN F be,CWJaeo and Smoolh-Star Nominal ;DBguotr' i-{rtlpaolBrquar osiMtd 12131f= N0 Yes No WA 5 c Edua',GF.K Mr 014e0. Eowdeda139 Sdr1f Von, &did VUM Som 12t31.1-W) No Yea No WA Campodile Edge FiborgkNs Shot Darr test 4 d bard,DsaeJlx sum ~r r sere V"O S.M t 2rtQm3 No Yee Nis WA 3mrie(N Qnsk"Wonasnting, X0, Ox a OXO g e. egadd C'ivadr 13asabFrce; Sdtit VMr,>r.;,did Veit &oHi t2r3,r5lY21 fb Yea No WA Continuous, Head and Sd conngwarl") 6 i. 30ud:SVpN Span&ora.t '3o}ht Vmta Sdid Vra4.• Spl3tF_-Y?29 N. Yea No WA 23 w Ttgtme-Tru FibarClessic and SmOo@s-Sier Nomnsual 690*;@ &gsgtFkttl-Idpeaf&pu0t; OPAtpae f Millf2022 No Yes No WA C.On,l, I I I Edge Fitotglae s Door Panels vMh Varied Sdeiaa(N QnaworthwulavrngXX XXX or xxu gmfigurebk ) 24 K ThamafTru Fiber -Classic and Smooth -Star Nominal 1$11M.0 &quothloo-lfrpara&quM Opaque 12I31f2022 No Yes No WA Compoaike Edge Riergass Door Panels wth Vented Sideim(s) Qrawitipf0utAwng. XX XXX w XXX)( configurations) 25 y.Thermo-Tru Fberlillumand Smooth ter Nominal tlillfw's &g4wikNon-Irnpedaquet Glazed 1213112022 No Yes 1b WA Composite Edge Fiberglass Door Penes %ft Vented SiEel'o(e) Qruvtdtnp)Outilkni ng XX )00(0r X)= Florida Depertment of Business & Professional Regulation Pape , , Florida Department of Business & Professionai Regulation P401 or, Florida Departrwar of &saeess & Professional Regukotion polar of I 0ardgLarllials) Building Codes and StarWards t &Aiding Codes and Standards t>bxd2t Building Codes aril Standards 61111 213 t Ttwrrte-Tru FloorCteasic and Smooth Apr Nominal 86M.D&XnuceN n-Im eaSquot Gained 1213172tYl2 No Yes No WA Compoate Edge Roarglae. Dec, Porker win Vented Ski-sm(q QnsltAnrgK)dmY/rg, XX xxx at XX)GX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detan cor"UraHans) 27 as Thorn !rat Fiber Clasaicard Smuoth-fir No mkNi 080W.& &quotMon-Yrtsapf&quot Limed 1213lf= No Yes No WA Camttcgitc Edge Fiberglass Slope Door with 9&M350 -. >... .. , .col! SitlelM(91 OrnsvingrOuaawrig. XC, OX a OXO- Sffir. Smarr p3i Pre Da. Ferrara tea; CRIN Eta of oat M D" PNKIM 1111P S� .. - .. Hobs Jai !sire Prram - 28 2tr_Therme-Tina Fi6N-Ostask and Smooth -Sr mdpuraoans) Nonma18aM3a;0&gUOLKW-Irrparl&quM Stated ,213lf2022 No Yea NO NA jm Vote- flainurachuror raoA63 E indin a litim, Validawd,.as YA",d PN&Wg A,--d 2" I ZILi! verpoi o4auttuql1 Corlett, EnprwerA Licari validated Or YalidaNrl ii,Aygggg Fee Aeorowr -Ancong TV" Vrsim MnMaewrr Carew Rido-A llama VSWted Re VaNdeW aranittd FWAmroM ,JAprp04ed ■bias Composite Edge Fibmglasel Double Door ith Rtufbn 2020 TAAAKC adding Poauds LLC Kan! Edon R coal NionsnaCe. JobA vY Kneuwlcn, PE tpn4+2u20 0,4gwalx 1c,12raw, 1 aMt x .ee4•' ..A Re,- 2020 L V. Thomaston. lac an Thdmpeca A,ai lectural Tony (A.Weran Zattxiry R stna±J Stavin M urn h pc %I Os.'terloli,) 09722rzOd0 12iU"20 iwo-d Re sky, 2020 FIOMS MON PRrfaeal Ins. Clark Jonas JIM" ( guds/r, P.E.Q &even lit Vdbh PE OWV=20 09r2VX20 ioomm 12AW'020 AW-Vd 34#390 Siddides Onsning.+0utsvang, OM Quiescent; ROuarag t417)024+5a44 PE5,i1s6 dt541 T72624 Natac Ca+prlY fTAMC U', fei3i 240345N PE. 7407t in 7}11?3454 Catep.ry: Redly 10047783-0400 C80CK C",OnAerrq (717)3,7.64d4 o0nrfgurabon) No subcalaqusr urge ir)"nis x+Kn_eemQxrMc sod CYegair. RrSo4hp tar'yaperrNNeoornenan lhtu en m siaC+aegoae': RInIall'.1 dark�rlemcocan RE.3sxa2 29 u. ThemteTru Fiber -Classic and Smooth -fir Nominal &EM39.0 &quoCMon-Ympd&gwt Glazed 12C311= No Yes h11A Cempllann Method Ewluetbl P.=_pot !an . aW�Catrpoey; RcolnnpmAcp d,W re kin Puts . R. it eyar.s Cempoeft Edge Fiberglas" Sign Dow wAh 30n0 FlarldP,d, Rngfler.d.violin a n Ueanvae Florin ^t "ftCompiMee Ceatpsrne. Method; EvaluD ri�R.p,rt dom. 51ofWre(s) QetswiriglOndswrs3, XG, OJ(a OXO Adase+onrt En�ea RIOMOd Et�aai(n Report tom a • P.M. Regrerled Ardhilerci a. Drained Freddy 30 zd- T11«ma-Tru FredrLtasanc and SmcvON3c-1r xri9Urat- kbrn{taJ 8&� 0 aquotNOn-I mpxt&quo[ Olazl� 1?f-311X722 No Yarn No N!A FlOWa R.Irstered A,Teiet a a Licrrsed F1woB RrAesgorert W@ned Cormperate Edge Rtainglala Double Doff with Fuu.1D-aa products F desaia,te EnOitex F1a215!#t Reduce 3llas"SWekMs(In"rigloutavnngiOXXO t Atiguaeftatrot AnoulZris for the lnraid( pal r d,eaaRstrod oonfllguaribn) aegr IRadtd Moral. tem0r «dune Nodr1 Oesaepden tcsd_rart Fxatk nllon oar In MY>et PrS.H.K I Guaar Assurance AmrewW for ur Amrfrwd ra un m l� 31 20-Ttierma-Tina Fiber-C.toSerkand SmWth.Staf Nominal 7&039;0&qutat;Ndn-ImiosOMCUOC', Shaker IW3112022 NO Yes NO NSA Owlllu Aasurarse ilmowdfw"t Amrovedfa Use ppiyYaet 11� �p Phu 11 l�hlM. seedJ � � Series Composite Edge Glazed Fiberglas Single i TAMKO Rod Underbyrmonis(NVr12) ROdunacA.ymenre tar use n ctY :n;Hz W..9.i2211 fey rde MIA NIA SaP. Ptmeird Yndd- Marmr a N.1m Atndurf DefolOtlpn r..errs u., Or. p41 B.s7faMdi p�ln 3 J'L 3- 4atC' 1 Idle anagad: Aurarum !tile 4Ne br ped+se root t�rtnbe 1 1 Te{ s-�e Door wth or wthout I W,112 9d.iae pn.*eeo ns TAM/.r?Fry, Tq,, (,t-f5dpr tprt min betlC lJr Vic 26 pa. CrYgtvMAWW Y"�tl bafne d'3`rJ3::i'2d Ye, Yay MA WA from 0 MAbuanum (inew"WoulOWilg. X. OX XO Of OXO Configurations) 2 TAWO RW Und-r-ft NDHJ4yFR) RmlundeAaynenis .eater F13C•nm-HVN2 06/91; 02_ YC- N,A µ/e TAMCO woune:h V<rY 26 Or. 1d09avIv NO Yes NSA .01152.5 nrm''r"ells 3 TAW.0 elf-Rx10. Rod Venr.dh Lla9e 26p..ala!!pr000 v4n0W1a Y.'Gn :nlh7n1.0 MfM 6&'V3 rT2d.. Yea Ye9 NM WA T.() Ro u" lap 0r-Ra4,7a Vtrt •Mgt Sa Ric ra, Tile 2e pe. cats roof -SiAta Wth bama OY9Q920213 Yes Yes NM WA Ficrlda Department of Business & Professorial Regulsdol t I Florida Department of Buslnesa & Professional Regulation F.ge i di Florida Department of Business & Professional Regulation Pool of i Florida Department of Business and Professional Regulation Building Codes and Standards &nlding Codes and Standards WWI Building Codes and Standards �� Building Codes and Standards g 3115l2022 � Product A rout! A Ilcation Detail pp Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail iLMtraai-as � rteTpsa.Rla - - _ _ _. f291 Itear YHA lurotfaaum coal QZ= Enarar&Lcaar y aayt a& DAIT'nabim paE Yd1dded &aPrlYted F5CAdprar.. Ap %Vu a L2& ?vor Vent, 111-tifecta,r &DULA Smaaa fiftsiamAimand, Vehigrdair ilea pit vallichard 111110111rd 2ALM011M FilcAmrard no Akpwovvd atoll "00. TIM Yiolan Mimi9isim Z nos or fdalltd Mines j.License, Validated 2m mat DMe PM1dro am ydwad thlkmm EKAM Amour laBu FLS2. B-iR. i pr + 10% Lamnce Katrina MI.Y ;trues L 2urk-. P E r51-11" Ur,cn IT 1 1 L:_ A��, I R.Quo' 2r N Rent Rodng Andermn Pct. Apmo We- E.Wesm r3ry y Wyiket 11103121029 11r2mm livIlr2023 Apple" Revision N20 Global protection RedUCL1, LLC.. I* RMhten V44W AIM Jr. PE John W. Kin li a idli PE ODOW g20 CdtlUSW2D IM112M IZMVZDN1 Aeawad (D !:Odermuix 2M =1 201 2= Status CW.Dury: ROofrg f50t108)-516;n PE)12A2 Car.": Recant, 1401)38&"1 Senitq LLC f21,15)054.OW catpear shuttle. issuli OW7545 PE"-44467 Me)772-6224 T�(pg wisp Manufacturer Co st Emineer A Validated By its Submitted Pend lg, 8RMQM Approved sricrwry: Remnp'4eosour.Y roe re an Ion pan arlho Roper syeam kiWlry N]mae*wa.ci4n Solt".9011`: R.A DT.les C«rv.larx. MMhod Evaud'm Rapid kan RsGNWdarz+se(Dao.1 ,:N aubCWagory' storm A cis tlm.rodnam�apperrf.m Revision 2020 PCILYG LASS USA Maury,Alpeart, License JohnW. IGt2f-)2D2010)2212020 FBC 12tiSf20M sal =aapri.MM4%aa:ElciiRedortaa a a n. Ee .t Ena1Y Carp' 1111atl4om Ewladw. Repatean a PIaM. Replrered AfrM4d a a ltaene,rA rbreY In Category: Roofing S95423313306maipert@polyplass.own Robert Nieminen Knezc 7ich, 8pR Rom Retlntertd Adidecl «o LCehsea Ft«,aa m2 Drdedote EngineerEngineerrr a0 SubCat@gory: PE-59188 (954) 772-822224 11/01/2021/202 Ftafkwona Enereor wmuae FLa711,111 � Flr+sprsaa Producer UndanaymeryS FLe172a2JM RodMs GNYIk A..urYKa AasXmrN fa Una Amrevsd lltya U9R Compliance Method: sdlldlirt5&sgt .�® ��.ls±Jet. AOOc2mfor use tog goal yyp� 119 $ xeny- sruka. Wa et Dme. W, ad Ene,dt tat cronr�. nw 1. t n, �2p �rw. 01"� g et � Tu.�- two UAW go= EvaluatlonRepxsrtfrom lfaaE Predict omgrYa.n Cdrar'ad Pao+a+attl I outside KyHZ "HVRz 8llt8aar 7ratd, "re min an p p �gi' 8a�eii. Ms Ski �1!*las, Ef■1/G11ti1 a Florida Regis.ered 1 {loch-M DA-4 TRI0c.NO.,fi-MDA-4 L-o',01.Parl-virl IP.Wr P"A 1[11G? 5 .. si Je 211.' , 17 Sex-YNC-SIaw3hA.&-p.s d6h.k. ,i Seamy£G0 Slste Sri sae s,rmp, SdA 6hske A 12/31-_12U FWVn.*ffie RSlooldonick. per Prc<k R R CA ,.i37Y4"0 No Nd Yes Yes NIA NU WA N/A i 27Goes GaMneed3Md81orm+.ntlaMNS cadbykniagarod odnmtadseWsrwmordelar.+aced ?lJt12023 and try Ondf to prwlde rwm,ar prdadtas. Yea ten Y. WA Architect or a Lcensed Wehe,ruty AM &: to PyvnaI Dl I 19 Sa.ony tn0 8hak. A.I. Ji-p. Sdk Sh.k. F'ei Prc6-. SI klaa CA i §if 020 No Y.. N/A WA 2 24 Gam Obavanlwcd start Slam P CIS"HVHZ Ca igetN Llelvers red 910C4 Sworn PanNs tested" IV31R02.1 N. Yes Yes WA alissisms +_ (1D j Florida Professsonal 21 3as.m 7)0 -,I,580e1. p.Srt16h.ke r , .dalm N.s � 1`11 rod rrnellCA :2f31 rlJ21) Mgh re - ay nr NC rot. Yes as N1A NA orno tv ream to 0-04 nemleal prowle, +_ Engineer FLt1B2M).nl Products xa una Lar Fxme. K.y.� 12r31 rza2o eJo vas N,A WA Sill I Anwevedtorurr ID MYRL EM@ Ste! Q� lmRard l� Pressure 3-8 Product Modal Hurr it or Name Product Delearkdton Data t PdygliessRoofUnderlartietts RoAngutdelisyments fo2112022 No YK WA +WAI-6225 1 Palyg etas ROW UrideMsiaenbt (HYHZ) Po"asd root redenaymmd'a idt use m F13C II M 2023 Yes No WA WA HVHZ judsdlca0re. ` 2 Pofygrass Roof Urloeaayreents (non-HlrF2) PoWans roof Undernam elnts, for we n 12I23GM No FRO nar,44VH2judedkdlOm Y.'s WA +NIAI-43=5 CU O Florida Department of Business 8 Professional Regulation P" i -_4 Florida Departinlent W Business & Professional Regulation P.1.11 Florida Depart ned of Smuress & Professional Regulation rope, pr, 1 Pdyglass Root UncieMyl hertts (HVHZ) ass rW endeaWmears la use In FBC 12J232023 Yes No WA WA 51J11d1n Codes and Standards g 1' -_'-< Building Codes and Standards ng 1nQ021 Building Codes and Standard w2a21 L_ HVAZ junadkaare 2 Polyglass Root Urde loynents (W-HVHZ) Po"ass roof undenaym ears, opt use n 12f23r= No FlCrwn-HVHZjurladictione Y is WA +WAI-SY2.5 Product Approval Application DoW Product Approval Application Detail Product Approval Application Detail 1 Pdyglass Roof Underleynakints (HVHZr Polyglass roof undeHaymaars lot use in F8C12/2312C23 Yes NZ WA WA i••� _ _ _ HVHZjlmadictidte. FIJ/11190,11 `,.. Ft*19042. .. O 2 Polypus; ROO Urdedaymerris (rum-HVWZ POIyg)ass roof undedaymerlts, fu use in 121`2XIM No Y.S WA +WA/-622S 206 Entity at 21A Q1W lea Pandiera QA S.21 D"y Or 20 Mir pate PMA a an ygsk fLlte as pig $! pd.Bnd pt!& FBC norN-1VF1Z)udedieeone. TTe Vernon Manufa,cu,rer contact Engineer&UcenseyahoahedBy Validated SubmiNdd FBC Approval Approved Stales 1rYa Y■.yYO Y.nvadarr Samao Loan" aLka YddNdis kimm 3L4.aw twlaoaorr bass= am& !teas )tom rdl= d'mMEL&Ligm imioMd.at FacAme...t Aaamm Sam �M 1 Polyglass Roof Underiaynnents (WHZr PoWaSd rod rntdedaymroars for use in FBC12f2v=1 Yes h d NrA WA Rwnie n 2WO All Arriencan ce utpors and alas Mka Ea,bow Fronk L 13a1,narrl0. P F Tray Bra ill. P F. 1(y1WKS2G 1-3715P,)70 1110-102t) T2ri511020 ,Arpr+7r,:'d RArisos 2D20 Apra Cued Laws 11C &.6.0en Srvica. LLt walem M Rantari, PE iGni12M I a2..1002€, I1A15202O 1110050kv Aptraad R"alon 2020 ca tiW compete pra"llnc. Raw Gars stmueOA,ar«.big Jim Nei 1 weimm 12A W=20 12t9,2020 sag raC Atpn U HVHZ iwitdkione . Category ShudeIns t56rl) 712'.9082 PE-Cf:A7:14G (9547347-Lz8(u CWigery: srucharoi C-P..em. sroCaegery. Tru.a Picas inId 710-3377 fW7r6dl 1917 C'oapdy: aee,14rw Components (813)OM3707 PE34245 062)SM-5311 2 Polyglass Roof UrdeM1tymerAs (mm-HVHZf Polyolass rodrunden: CM, for then 12123PZ029 No Y Hs NM +WAI-d22.5 31wbc~y" :konm Panels a+Iiei>Dalrmaxinansheme sibCwapory: Products Inbodueod 9. s Result ar aeaeslgdor@hole- wm FBC non-HVHZjtpibeketlare. CoingtanxMttaoC.EvaluabunRepothnma Portia Ircam Caippanr1110hod:E..w- Report ir-. Ploctuil EYuueoai Erddy M-TadmWagy Cgaoi "M4MOd: Ew1VYwn Report ban Reglaefnd AmnitOct Or a L1xYrtaxs Fbraa . Fsd Prcfebs.0,W Ergereer steredAr Ilea a e utanaed Holds O FSS1? aPtOdUCM Oua*y Assurance Arrowd for use Aperad/a « Ur � cl-kp M SK 0 Pnu4uA. Model Numkef a Nama ���� 19pi6t t ®• l-.1 pr roans Apo nvadYK use Aoouuift HVHZ R i�nt Prass'yme Product Description Cwitra.Y Ert, rtssptt ,?3� _ _ !� I� BC46klo . Nleeeaar a!#aa Akwm NkrMr *.ArsnoOe tH e.mo' SD Rnalacl Gas tw rt g Ce4rraft 12MI,*024 Date s,9afal C-arnrrkr F'Mie a,�3,2Ck^4 In V_ Yen Yas NA jl a MIA PLdi7r4.RM RateRt Amrowd ra trap NO0& asom t 249a GSlVanatl :irAelSMmt Paned 24ga C:aNanizOd StAel Storm r:rrmnes 121311.oz� Jos Yes Ycs rJ,'A 171W 8��tApina Nnpt Piste k4utaiCmtatla Fiete 14+5'r2024 Yas Yes NIA MIA iffiL prddart abael Msfbr a am" $ caesel ookoeno one O"dt HVHZ hNVFIZ )> �. - ITW 8-GfApnAA T luwr ITW 2031Ar.m Wavy metal G.mseta Fria 121•�i,^_D:'4 Metal C«nactcr Pate W11 .024 f! res Yes Yin; NIA N/A NIA. NIA i fluelfy %ecaYa COnrRYWlcom to Rgdlcts Flocaalrw Prestressed contraic Lint" 05t2WO24 NO Yes Ns( NIA M� W � Florida De to tnert of Business & Professional Regulation r.ok2d2 F'londa IDeplifteit of Busiriess & Prefesseati Regulation 111� 1 S4 T Florida DeperdnetP! of Business 8 Professional ReeguAllon Paper aft JUiy ` 4/1/allail� O_ Building Codes and Standards 3W:Tn3 Building Codes and Standard �,.. Building Codes and Standards 9rzerdn a•VG� Product Approval Application Detail Product Approval ApplkationDetail Product Approval Application Detail 0 nAUff4kW ALA1151174M Uj runt( DL l2 is i� Dark pra,dan Amirante t?tls Baba. Billet Rill leas pttiJEt AM t m tBGAaaaM A "11,ai r� i ft 20 Dab Pr oci i s Virtual � s � version amvwur concia laeM«raDar><a vmof cot )akaA es ee afae Yilawo ttericerb" contact Yat�,'da, Yffi(i■1td � Y�igO ti Canted Erdryor&Lkmaa Validated OW Yaidosd FOCAOOrawr Ag�lad lariM Review Assist, � Reas,en 202C vdrker. 8b,tlrral Ctrrpc.-ts EonlYNdee m_'CEvel.0onse71tAY.LLC 1CC6Wuska:56140W (%2)rt�•A^� LLC OIJO 2023 12ri0fimr oigyp23 Appgad Ra»nm 2020 Wexerb,ss. r Cat port; Strlcival Coripnneni, Rubsrdyan 'CC El.*nl-WV- LLC W,LN ar PE i253)924-6470 (Audi e-'..5-32h! O1+C2/2021 iN1?2020 62A�'?721 +�.ac+me q±vmatot 2DT7 ApM1wA—",11, Gikfta ;Pend Walla JacSlw LosR Loos.. SYewnIt* 11,a1 PE I40T, 5d9-2W8 PE-6251. �717)T,18.54 i,ntv'ZD2C' 11/,6r2020 1+r20r2020 Aypreaed Plan Inc, s Review coos Q I a,hCNDomP Truss FNeua ewrden�rri epos (205159D-88Cyr . Ergmerrd LurMr �dbbt B.1d.,e �w ymna an sueeragiry: S011rts apA ralmvmrr,neOyano e for coos pia P d and a eel P nce Z CsR1p,kY,ca Maltliod: 6vM'ratleli Repal boos a CanpWtre MNaOd: Ewal.tm Hetrdd apron. COmpllYtre McMOd1 PieEuenLri RepeJn Ycans e 5 tom the with 2020 FBC PmFAJd IEvralerallon ENMy NaMYd Evsltaam EnL1y r,«.da R.gilt.,edA+cnl�, � a u�rr,s.d Fire. 7th Edition by Debra An Anne z P1.B9274d1 Predratf r .Fh sse.l Fngr,cr lahr PX2300 FtBt474tls prflwda A�.v.dfa Uas 99MrAam:e &&Lowdsw JM AMWW for taw 1r gEli.i FLp163N-RS RaAcs QLNOLAWMM Apt � tip dux Pr,&,d Model Norrbw a N.ns IN died fku-node, Caeract EerJr:ivt �e g r� 0 .didr NYNZ Pt r 7 Pak., abdi "caliber a Mr+r. IA1dAHS Cararaa Eldratlm tyre logo IpA freingal rtlfaGaalcdpr plait 12131J2024 n HN1j Yea , j�{j Yes ) N/A MIA Aeradlsm ILIA L-re,ad VeearYLurebnr a19t2073 lie Ypy i4iA. WA tap. Prided YOOaI Mmbr a W ma g,�px raltca rrmrarJ Esnirr+a. Data Amrowu IQ, Iwo dp«oved A XMl outwmm for uu � � �t li 2 11109HS 16 ga, %pr hiall slraaelh Post ra,necor plate 1 MIJ2024 YK Yes NIA WA. 2 S Perelsm ParL TMber54rand LSL Parelbei 81,aAd L.,* _ 0?111r021 L{mrnawd RcsMdUs.iakr 0'v n�Q1 No Yes ^J:A WA NJ .s NAA WA t Nphd A1,9,TIaR, £idltl 80 V[EISed Aluminum 9oR111 nti, Alpha Aicalawm Hand 419M.. Vested Aumnum p1Yg,1: �23 NO Yea No WA 1 1a 16 lass pRm 12131rW4 Yess. Yes NIA NSA 4 TJ RIM 9oard 5trInIcrol C.o l"o Lu,roo,o :3nan°.0'arinw J 1 +" «"1 No Yes NSA NIA C Mll arrp.:',M"d steep Civil aarrp, W«r f�� 4 MT1tii& to pa Npk aiarnplrr lraa a'amMv Wale 12/19 cTU24 Yes Yrs NIA N/A W7 sit lls BMWs ooard Ran goats S M720ao p ruck ca ae w IDD24 ch plow 12IM1Ier(7J4 "Ice, NIA WA 5 Weyr.h.eute, am Ward tr+antN S:nrid.Ru,aH R.9-113, 10T.s Nn Y-_+' WA WA SHEET 1y , d TLid. Mile tag.-amx f:prwfWaplil@t Yes Yes N7A WA 7 T120 UT20 20 W trn cvradapl.k. 120112ox4 Yck Y. Na wA L_ March 6, 2023 PA 1.1 FlDlids Depaltiner! d Bua�tifss d Proleiionsl Rep�1a13on rae. t d a Florida Depafar>ertt al Bueil7eif 6 Ploles�Dnsl „ m.1., d t Fioridi Department of Bueirteff a Plv(taifar,el ReylJatlon Pre t d t Florida DeplMtstt of Bueinefe d Profaibn>d r%p/luon Pq., d, Budding Codes and SElydmde MMRJa Budding Cadre erld Stsrldarde enyept� 8uidina Codes and a a^� BUidinp Codes and 80lrMertM Mftou Pledltex Apppgl Applflrtlon Dated Product Apyroq! ApW IDftf! Product AipprpYll AgHiceMoit Mtge Product Appdwftn I ApyPotr! Oebet iaMrl lit.= gIr er QIr.Buli ¢ire � Y gw_ � ad.P..i� R� fiaA, SAYaI_ac air no! tttrlafaf! 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F e► tlMett IiSKa to eu 8S7 ISFetI below. rLICx HER approvals s _ E For edtltlonel tMerma[ddn regarding Flrrrxb's etatatr4da Product Approval System arrd MertY-Dada County Ndlce d Acceptance R30A7, y icK Ri. n.F: .Far addtkxtak tnbrmaear raguritrg Frnn�i's &.r4awAto ProtUd Approvrf System m r9 cvtanY'oadrtr : anty fJctF.a i:f Ar°c»ptwvtce [NOA:i. ~✓ {C'�N„�re c. . For BAltltiorrel IMarnariare ragarder�r Florsda°a 9tslawKfe i'rcduc9 ApWanu System end tdam-Dada CaJnly NCdr:e d Adr,epranca fNOA7 �LICW, rr E,RE. For additional Ir4farmetl0rt regerdlag Flalda'a Statewide Product At>prarY System and MaM-0ade County Notice d Acorpmreee (t'lOA). iC IC�Ey?f_ FL*23fi3-RT EL#10446R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hartg�s available in widths ranging from 1.5J8" to 3- 911 B"and heghb ranging from 4-5118" to 11 ". Conoeabd fangs Product Model. Number or Name Pradtrot Descrlotion �� Product Model. Number or Name Product Descriation Sea M Prbduct Model, Number or Name f'pgduct Description version (HUSC) available for modeFs having vridih equal or 1 Titan Stainless Steel Concrete &Masonry Screw (rTN-SS} 114" diameter Trten stair less steel masonry screw t A21. A23, P ;3 A34. A35. A44 Angles 1 6T. BIB. BTH BrickTies greater dean 39fi 6" ? APA21 APAd, APA6. APVA21, AP+JA4. APVAB Outdoor Agents Angles 2 CMST12 CFASTI4, CMSTCI6 Goiaecl Shape 12 IUS set look hangers Face•mount hn+gds available in vritl8ss ranging from 1-7/8' to 3- 3 Aio644, APB44R, APVB66, APB88R, APB$tS, APB88R, AP81C710, APB1 D1 UFi, APYL"-14, Outdoor Accents Post Bases 3 CS14, CS16, CS18 CS`20, CS22 CoNed gaps 518" and heights ranging from 9.1 t4" b 18" APYt344R, APV43BB= APVt366R„ AFY688 q��'VE188R, APY81010, APV6191 DR 4 CSHP1'8, CSHP20 Cniled Straps 13 LGU325SDS, LGU3 83-SC1�S, LGiSS-2SSDS Face -mount hangers 4 APUJ72-4 At'DJT2R-0" AP0JT25, APDJt2R-6, APV0.172-4, APYDJT2R-4, APV0.+T25, Outdoor Ac�ertwK Deck Jost Ties 5 GTS278 CampressirxVTens�on Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers a� Product Modal. Number or Name Product DaserloNorr APVDJr2Rb B DSP, SSP, TSP Stud � PIMe tie 15 LUC282, Ll1C?10Z Face -mount hangars 1 SD1D112D� Outdoor Aocerets ConnE cror Screw 5 APHH48, APFei46R. APHH810.. AFttH610R Outdoor pecans Heavy Hanger 7 Ht, H10A. H25A, H3, H6, H7Z, H16, H16S, hF1&2, ti t6-2S Hurricane Tres 18 LUS series hangars Face -mount hangers available let wrcPUrs ranging from 1•g/18" b 4 2 SD9112. SD9212; SD10112, SD10212 Strong -Drive SD Canne:br Screw B API-4. APLB, APT4, AP76, APVL4, APYLFi-;PVT4, APbT6 Outdoor A cenrc l_ and T Seam-taC�lumn T:,es 8 HGT-2, HGT-3, HGT•4 Heavy Girder Tiedewn S/S" and heights ranging *rxn 3" to 10-15118" 3 SD9112SS, S0821255 Soong -Drive SD Connexw SS Screw 7 RPLH24, APLH24R. APLH26, APLH26R, At'LH219. APLH210R Outdoor Agents Light Hangers P HS24 Hurricane Tie 17 MGVS.ti3•SDS, U5.25•SD6, MGL5.50-SDS, MGlJ6.62-SChS, MGU7.90-SDS Faoe•mount hangars 4 SDGF22434, SOGF22512 SUCF22814, SOGF22700. 5DCF22858, SOCF221014, String -Drive SDCP Timtaer-CF Screw 8 BVLZ Brk;k Veneer Lodger Connector tD HSS2-SOS1 5, HSS2.2-SDS3 HSS6•::tSll53, HS5d�Dt-i3 Heavy Stud 5hce 18 MIU series hangers Face•moun[ hangers available b rviddts ranging from 1•9116' b 5- SDCF221 134, SDGF221334, SGCF271958, SUGF272358 e CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3 WSTS, HSTB Straight Shops 118'" and heights ranging from 8-1 tYt6" b 19-117'. 5 SDG1�22434, SDCi'22512, SDGP2?614. SDCP22700, SC7CP22858, SDGP;Z2g12, Strong-Drroe SOCP TirYber-CP Screw tU C.JT3Z, CJFgZ, CJfSZ, G.IT6Z Concealed Joist Ties 12 HTS16. HTS20. HTS24. HTS28, WTS30. HTS30G Heavy Twist Strap 19 ML526, MUi526 Face -mount hangers SDCP2211(X), SOCP221134, SOCP271400 11 DJT14 Deck Joot Ile 't3 HTSfD16KT2 HTS020KTZ Heavy Twist Strap 2D 9UR 3UL, BURC. SULC lanes hangers Skewedface-mount hangers available in widths ranging from 1- 6 SDHR274tX) SDHR27814, S'DHR31400, SDHR31614 Strong -Drive SDHR Gc> nbo-Head Screw 12 GS Dry Wall Stop to LFTA Light Floor Tie Rncnor 9r18' to 3.9/18" and heights ranging torn 3-111 f9' b 13-�4" 7 SO6251t2 SDS25134, SDb75200, SUS25212, StDS25300, SOS25912, SDS25412 Strong-OrNe SIDS Hear y-Duty Connector Screw 13 FC4 FC8 Framurg Clips t5 LSTA9, LS7Al2 LSTgt 5. LSTA18, LbTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (BURC, SULGj available for all double SDS255D0. SD525800, SO52580D 14 FlMAN2 Foundator, Wag Angles 16 LSTI49, LST I73 Straight Straps 2X and 4X models; on y acute tbrtpe a concealed. 8 SDS25112SS, SD.S2520QSS, SUS252t 2SS, SOS25 SOS25912SS Strong -Drive SUS Hear y-Duly Connector SS Sae+n" 15 GAt GA2 Gusset Angers 17 LT620, LT640 Bridging 21 U larks hangers Face -mount hangers evadable it rr�8s ranging from 1-9/18` to 9 SD1NF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong-Drroe SDWF Pic, or -to, -Floor Screw~ 16 H2A, H2.FrT, H8, HtOA•2, H10S, H14, HGA10 Hurncane Tina 18 LTS12 LTS16, LTS19, LTS20 Light Tt+xt Strap Wand heights ranging from 2.5/8" b 11-1/4" 17 HG..1TZ Heavy Concealed ,best Tie 19 MOT FAeciiumGaderTuedtnwn 18 HH4, HHB Header Hanger~, 20 FAST27, IutST37, MST48, MS r60; MST72 Straight Straps FLt"1000T-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA1^ MSTA15 MSTA18, MSTA21. MSTA24, MSTA30, FASTA38- MSTA49 Straight Straps FL#10867-99 20 L30, L59, L70. Lg0 Angles 22 MSTC28 MSTG40. MS7C52- MSTC66 MSTC7$ S*a�ht Slaps �A Product Model. Nun her or Name Product Deacrbtieut 21 LCE4 Past cap 23 MSTC4633, MSTC66Ffi Pie -Dent Shops )� Product Model- Number or Name prodreet Descrtotion t ATR318, ATR112, ATREdB. ATR314 Ttweeroed Rods 22 LS3G, LS50, LS70, L.i90 Skewabb Ang{es 24 MSTYLB. MSTI38, MSTI48. Fv1ST16U, MSTI72 Straight Straps 1 BA series hangers Top flange hangs available in wtrdths ranging from 1.9118" b 7- 2 ATUDS, ATU08-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Oct ice 23 LSCZ Adjustable Stair Stringer Connector 25 MT512, MTS18, MiStB, MTS'20; MTS24G, MTS30, MTS30C MediumTmstStrap 1/8" andheight; ranging from 7-t18" to 30". 3 BP318.2, f3F'112, t3P112.3. BP518.2, BP5J$-3, �'3Jd, BP314-,3, BPRTUD3-d B�e'ktg Plates 24 LSS,126LZ, LSSI�RZ LSSJ28LZ. L55J28HZ, LSSJ210LZ L:,SJ'11 DRZ Fold Adjustable Jack Hanger 26 Nr.A2r10-12, NCA2xt2-12, Nr.',A�c& 16, fdCA2xi0-16, hiCA2z12.16 Eridging 2 DGBF aeries hangars Top flange hempen avaibbk in vadtha ranging from 3.5+8" to 7- 4 CMW3/8, GN1N1l2 CfJW518. CNNPJl4. CMN518-if2, CNV)t3/4.5lB Coupler Ntuts 25 LSSR161, LSSR2 i, LS.SR2.37. LSSR2.56 LSSR210.'2, LSSR410 Field Adjustable SlopeabletSke°wab� 3-longer 27 RCVJBI2, RCW814 'ut1a� Etrxing 118" and tueigt45 tonging from 9-114" b 24". 5 CTUDSS, CTUD85, CTUD86. CTU075: CTUD76, GTU077, GTUD87, CTUD$8, CTUD97 Coupling Take -Up Devise 28 LTPd, LTPS Tie Plates 2$ RPS1$, RPS22, RPS28 Repay Flab Slap 3 UGr- aeries hangars Tap fangs hangers available m rtidtha ranging from 1.112" b 3- CTU098, CTUD99 27 IviL232, t.124Z, ML28Z, tdL28Z ML2iGZ Angles 29 RSP4 Stud to Plate ConneLYar 5JB' and heights ranging from 7-114" b 24". B N3, N4, N5, PI8 Heavy Hex Nuts 28 MMHB Roof Tile -Doi 30 "uP1, SP2, SP4. SPB, $P8 Stud Fk11e To 4 OGHF series hangers Top flange hangers available m widths ranging from 1-3/4" b 3- 7 RTUD3, RTU036, RTU04, RTUD46: RTUD5. RTU�, RTUD7, firUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB. SPHB Heavy 3ud Piste To Sr8" and r,aigras ranging from 8.114" b 24" 8 TUDg, TLR710 Take -Up Device 30 MMLU26, MMLU2�2, MMLV28, MMLVZB-2. NtMLU210. MIvtLVi31 i, MMLUI38, MbiLUt311 Face -Mount Hangers 32 SSt.5, SS2.5: SS3, SS4.5 ^egad Shoe 5 EGS, EG7, EGg acres hangars Top fangs hempen available in twdtha ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 R8C RBCP Roof Boundary Clips 33 STg, ST12, ST78 ST22, ST292, ST2122, ST21t5, ST2215. ST8215, S'r8224- ST8%16 Straight Straps 718" arM heights ranging ham 11" b 32-1t2" 10 URS3 3B" Uplift Rod Run Tseelorrm System 32 RST-$ Roof Tim"7owr, 34 T624, T627, T 830 T638, T842, T648 TB54, T656. 7860 Tension Britlgmg B EGf3 aeries hangars Tap flange hangars available m widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tiarbwr[ System 33 RTG22Z, RTCd2, RTC2Z, RTf.44 Ri$id Tie Connectors 35 TJ1fB10; iVYBt2, TW814 Wes# Spacing 14'and heights ranging horn 11-1l4" b 32" 12 URS5 �$" Uplift Rod Run Tierbwn System 34 STC STCT, DTC. HTC4 Trues CYp< 36 VGT. VGTR, VGTL Variable Pitch Girder Tredr»wr 7 GLS series hangers Saddle hangars available in uridlrrs ranging frnrrr 3-1l4" to B-J1$" 13 UR98 314" Uplift Rod Run Tiarlown System 35 TJC37, TJC57 Truss Jack Clips 37 1N6108, W6108C, W6128, W8128C, W6143C 4VaY Bracing and heights ranging from 8.112" to 28". 36 Z2. Z4, Z44 Penal Stiffener Clams 8 GLTV series hangers Top fangs hangars available m vndths ranging from 3-114" l0 7- 1/8" and heights ranging from t 1 b 32"- fLR'10441_RB FLitt0531-R8 g HB seres hangers Top flange hangars available m v4dthe ranging from 1-q/f8" b 7- 1/2" and heights ranging from 8" to 30" �,$ Product Modal. Nurrbar or Name Prod +urp�iq�snouon JW Product Modal. Number or Name Product Deacttutlon 10 FiGI.S series hangers Saddle hangers available at widths ranging from 5- Ile to &7B" 1 0772 Hold-down Salk Product Modal. Number or Name Product Description 1 CBH2 37x5 5, CBH2 37x7 $3, CBH2.3Tx9.T5 Cnnceabd hangars and heights ranging from 10-1 t2" [0 28". 2 HDCt0/4, HOC10IZ2 Hold-down 1 AHEP odlustat;ie H��nd Connector 2 DV, DHU, DHUTF series hangers Fairmount (DU. Dh1U)and top -flange (DHUTF) hangars 11 HUT aeries hangers Top flange hangars evaibble in widths ranging from 3.114'" l0 8• 3 HDgB, HHDQ11, NHD014 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, D�`SR-'DS.'•. DSCSL•SDS3 Grag Strut Connee'ors available in •mdths �ging frwr. l-9Y1fi' to 5-9/16" and heights 7/8" arxJ heights ranging from 7-112" b 37' 4 HDU2. HDU4 HDlJS. HDUB. HDU 11. HDU14 Hold-down 3 G8C Gable &ace Cunnechr. ranging from 9.118" to 23-15N$" 12 HGL1V series hangers Top flange hangs available 4[ xWths ranging from 3-114" to 7- 5 HPA28, F�A35 Strapatyle purlin anchc r 4 HCP1.81, HCP2. HCP4 Hp Corner r3l;is 3 HGU3.63SDS. HGU5.2.SvS H,US `wJ-SDS, HGU5.62-SOS, HGU7.(NS-SDS, HGU7.2r Facamount hangers 1/8" and heights rangrcg from 14" b 33" 8 t�TF•p8: LSTHDBRJ Strap -style hold -dawn 5 HHRG2-?. HHRC42, HHRG42-2 HHRC4It 31, HHRC44. HHRC5-2513-25- HHR G•5 37:a 12, Heavy Hip to Rdge C.annecfors SDS, HGU9.00-SUS 13 HIT series hangers Top flange hangers available in vidins ranging from 2-5118' to 3- 7 MASA, MASAP Foundation anchor 5tra tr HHRC66 4 HGUS serial hangers Fare -neural hangers available in widths ranging from 1-518'to 7- 9/18"and heights ranging from 18" to 28"- 8 NPA132, MPAIdd 3bap-style purlin ancn<r 8 HRC1 81, HRC22 Hip Ridge Connector '..,i8'" andhNghffi rangr!ag ban 5-G�"16" Ec 12-718"'. 14 HUSTF scrbstaangers Topftangejoist hangers available Ko widthis ranging from 3-178"io 9 PA18, PA23, PA28, pA35, PA51, PA68 Strap -style purlin anent r 7 LRU26, LRU28 LRU210 LR1J212 Ratter Hanger a HHGU5 25-,SUS, HHGU5 5G-50.S HHGU5 62-SDS, kHGU7 OG-St}5. H4GU7 2`.r•S{JS Faces -mount hangers 39Ji Wand heights ranging from 5.3P8" to 19.118` 1D PAi18. PA123 PARS_ PAI35 S'`trap-style purlin anchc r 8 LSU26. LSSU28, LS3U210 L�ht Stoiha4telSkewabic UHanger HHGL19 OO­SDS 15 HU7F: HUCTF series hangars Tt�r flange hangers available m widths ranging from 1-9116" io 5- 11 STHDtO STHOtORJ Strap -style hold -dawn 9 TBE4, TBEB Truss Eaanng rntancar 6 HHUS26.2 HHUS28.2, HF4JS�10.2, HHU546. HHUS48 HHlJS410, HHLiS5.�10 Fueymount hangers 117' and heights ranging from 3.7ttd' b 15" Conxaled flange 12 STH014 STHD1 aRJ Strap -style hold -dawn 10 TC24 TC26 TC28 Truss Cop HHU57 25110 version MUCTF} available for all models moving wrdfh equal to or 11 THA29, THA213, THA218, THA218<2, T-1A22?•2, THA413, THA41 6, THAC4I6• THAaZ2, Ad)ustai+le T rres Hanger 1 HSUR, HSUL HSURC HSLq.0 series hangers Skefied face -mount hangers �ailebte in rntdths rangarg tron 3• greater train 2-9116'. THAiA22 THA426, THA422-2. T4A428-2 ^IB" to 51B" and he9h13 ranging from 4-314" [015-314". 'IB H'iNP se*iea hangars Top flange hangars available m widths ranging from 1-9/18" Io 7- 12 THAtt 8tt?2, TH1U2 DBd22, T"HAl2 t122, THFt222,1'HAI322 TH1U35 �, THAI4'*> A"d)ustabla Truss '-IantOor::czad for I-.k�s, Concealed flange version (H�RC, HSULCJ available foe at 1t8" and heights longing from 5�/6"tra 28" 13 THAL422, THAR422 Skertved Tr;rsis Hanger double 'X and 4X models_ only acute flange a iArtcealed 17 HWPH series hangars Top Range hangers available in viitttra ranging from 1-9118" its C) MIAM"M )LAM-DADECOMM' PGT Industries. Inc. PGT Industries, 11nc. > LC) _ NM-ik PRODUCT CONTROL SECTION PGT Industries. Inc. 0- 0 0 1 INS SW 16 snot. Rom 201 NOTICE OF ACCEPTANCE EVEDENCT S17B3ITTTED NOTICE OF ACCEPT.kNCE: EVID]EXCI SUBMUTED 0- L_ -0BOA"A-70 DIEPARTNIMOF REGUILATORY AND ECON01MIC RESOURCES (RER) MW ML Flotift 33 175-2474 CODE AMMISTRATIONDIMION T(7M3Li-:590 FirW,315-2599NOTICE OF ACCEPTAYCE:EVIDENCEStIBMUTED a)1. v -NOTICE OF ACCEPTANCE (NNOA) _WM"danda"Iff"oteseny Evidence submitted under previous NOA A. DRANNTIGS B. TESTS (continued) D. QUALM ASSUILkNCE 1. Miami Dade Departmew of Regulatory and Economic Resources (RER)- Cn =3•U) (1) -0 -0 0 PGT Industries, Inc. 1070 Technology Drive, 1. Mmufacturers die drawings and sections. 5 Test report on 1) Air Infiltration Test. per FBC. TAS 2102-94 = 0 .- S.- - L­ (D 0 0 North Venice. FL 34275 (Submiked under �VOA.Vo. 11 -010 7. 04�) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. CERTMCATIONS g 0 SCOPIE: 2. Drawing No- -AED-5570.0- titled Sliding Glass Door NOA i sheets 1 Urf 3) Wat er Resistance Test. per FBC. TAS 2,02-94. 1 Notice of Acceptance No. 1-"528.14 issued to Vision Extrusim Limited for their - U_ 0 -#� 1 0 This NOA is being issued rr tlx applicable rules and regulations govemni the rue ofconstrxtionmaterials.11w through 21 of 21, prepared by nimufactuter. dated 10 0-5: 15. with reiision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 Rigid PVC Exkmior Enrusions for XVIndows and Doors". dated 08A 3115. Ln CZ 0 > . -0 0 documentation submitted has been reviewed and accepted by Miami -Dade Cc4nty RER -Produc t Control Section to 04-05.47, sinned and sealed bv A. Lynn N Uer P. E 5) Cm yclic Wind P-,sure Loading per FBC. TAS 203-94 expiring on 09,30119. be wed m.Nfsam Dade Coury and otherareasvitere allm-id by the AuthQwv Am -ma JuriWkvion (A19). 6) Forced Ewn- Test. per FBC- TAS 202-94 2. Notice of Acceptance No. 16-0920.09 issued to Vision Extrusion Limited for their c- 110- M This NOA shall not be valid afLer the expwation date stated below. The Nitami-Dade County Pro duct Control Section B, TESTS along with marked -up drawings and installation diagram of %inyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PA-C7 Exterior Extrusions for -1.-" CO < (In Miami Dade County) an&orthe AHJ (in arms other than Nfia=Dade County) reserve the right to have tht5 1 Test report on I ) LT nif orm Static Air Prewat Test, per FBC. TAS 2021 -9 4 by Fenestration Testing Lab- Inc., Test Report No. FTL 8549. dated 11 06,45r signed and Windows and Door-,". dated 12/08116. expiring on 112M,21 1. product or material tested far quality asswance putposes. If this product or material fails to petfimn in the accepted I - i Large Nitssile Impact Test per FBC. TAS 201-94 scaled by Idahnis Ortega. P_ E. (Test report revised on 12044 5 and 0 114 1,, 16) 3. Notice of Acceptance No. 1."528.15 issued to Vision Extrusion. Limited for their manner- the manufacturerwall incurtheexpease of suchtesring and theAM may intmediately-rwoke. Modip- or 'I i Cyclic Wind Pressure Loading per FBC_ TAS _203-94 6 Testreporton I)Air Infiltration Test. per FBC. TAS 202-94 Coated (Painted or Laminated) White Rigid PVC- Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves & right to revoke this along with marked -tip drawings and mst allation diagram of ,myl slid mg glass door. prepared -1) Uniform Static Air Pressure Test- per FBC. TAS 2022-94 'Windows and Doors-. dated 09/1 31i 15. expiring on 0-03019. acceptance. if it is determined byNfiamt--Dade County Product Control Sec tion that this produc t or mmerial fa ils t o I meer the requirements of the applicable budding code. by Fenestration Testing Lab, Inc.- Test Report No. FTL S71 7. dated 12-07-15� signed and 3) Water Resistance Test. per FBC. TAS 20", -04. 4. Notice of Acceptance No. 16-0712.021 issued to ENERGI Fenestration Solutions US-k This product is approved as described herein andhas been designed to comply with the Florida Budding Code. sealed by Idabnis Ortega. P. E_ jest report rel, ised on 0"15,16 and 02 24.46) 4) Large Missile Impact Test per FBC'. TAS 201-94 Inc. for their -TA-N 3040 and Lighter Shades (N.-on-Mifte) Rigid PVC- Exterior inctuding the High Velocity Hurrumm Zan 2. Test report on I iAir Infiltration Test. per FBC. TAS 202-94 5) Cvclic Wiud Pressure Loading per FBC_ - TAS 203-94 Extrusions for Windows and Doors"' dated 0915116. expiring on 01`0412 1. Dr-scRimav: series "SM2 770- Vinyl Sliding Gla ss Door (Reinforced) wlwo 900 & 1351 corner--L-M.L i Uniform Static Air Pressure Test, per FBC TAS 202-04 along with drawings and installation diagram, of vinyl shdme glass door. prepared - 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Sobitions USX A"ROVM AL DO.MNT: Drawins.Xo. _MD-15!P0.0 Per B. titled Sliding Glass D(x!r NOA (L3J)**. sheen W 3) ater Resistance Test. per FBC. TAS M2-94- by Fenestration Testing Lab. Inc.. Test Report No. FTL 9552. dated 1104 15. signed and Inc. for their *-Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior I throkah 21 of 2 1. prepared by maw"m. dated 10 ,W; 15 and last MT-j-ed on 01'. 01.11. sj�,_!ned and sealed by 4 Large Missile Impact Test per FBC'_ TAS 201-94 by sealed by Idahms Ortega. P� E. (Test report revised on 0215,2016) Extrusions for Windows and Doors" dated 0915 16. expiring on 04il&20. A- Lynn Nfiller. P-E.. bearing the -Doti CousityProduct Coutrcd Revision smug with Me Notice of 5) C - TAS 203-94 Cyclic Pressure Loading per FBC 7. Test on 1) Unifomi Static Pressure Test: per FBC. TAS, 202-94 6. Notice of Acceptance No. 16-0112.03 asuedtoENERGIFenwmtionSoluti=US.k Acceptancenunim and expirawn date by thel%fiami-Dade Cousity Product Control Section. 6 1 Forced Entry- Test. per FBC. TAS 20-1-94 2) Large Nfissile Impact Test per FBC,"TAS 201-94 Inc. for tber'-Mike Rigid PA'C'Exterior Ein-usions f" Windows and Doors�'dated MIS� Mite Impact Resistant SILE hf.PACT RATING: Large and SmallM. along with marked -up drawings and installation diagram of 1.iwrl sliding glass door. prepared i) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08 /10/17. expiring on 02 n�il 8. by Fenestration Testing Lab, Inc_ Test Report No. FTL 8546- dated 11106- 15. signed and- along with marked -up drawings and installation diawain of vinyl Sliding glass door. , prepared T Test reports No(s). 10-002-792(A). 10-06-.\40527. 535753-09. per ASTME-84. Limitatiosi: I , See table I (sheet2) and table 2 (sheet§) forapplicable SOD unitsizes. design, pressures. reinforcenentstypes. sealed bry Idalmis Ortega. P E_ (Test report rued on 01 -04 16 and 02 1120 16) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thruA-22). dated ASTMD 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic glass ty pes. sill riser tables & B-2. sheet& 7-8) and anchor layout requirements in I I thin M Test report on 1) -Ak Infiltration Teat. per FBC. TAS 2012-94 11,19., 10. signed and sealed t�? Jorge A. Causo. P. E. 40ndried under-V0.4 No. 11- composite material. . 2. Rigid "White PVC, Tan (Noa-white) Rigid PVC and Brown coated (Painted or lamunted) Rigid PVC to be 2 1 Uniform, Static Air Pressure Test, per FBC. TAS 202-94 610� , 04) (Submitted under.VOAX& 11 -0107.04) •uftite labeled per referencedNNOA's requiremeids. 3 Water Resistance Test- per FBC, TAS 20-2-94 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 8� Notice of Acceptance No. 14-0916. 11 issued to Kxuxky America.. Inc, for their 3. Egrns operable doon must complywith min cleat widthor heightper FBC requirement as applicable. 4)Large , Missile Impact Test X FBC. TAS 201-504 Static Air Pressure Test. 1niform, per FBC. TAS 202-94 -) U (Clear and White) Interiaver-. expiring on OT,04il 8. 4. Pocket wall% under separme approval. to be revwwed by Budding official 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 , 3) Water Resistance Test. per FBC. TAS 202-94. 9. Notice of Acceptance No.1 6-1117.01 issued to Kuraray America. Inc. for their L ARELLNG: Each unit shall bear a pennatietit label with the manu&ctut&s tiam or loVD. city. state and series and 6 j forced Entry Test. per FBC_ TAS 201-94 4) Large Mastle Impact Testper FBC, TAS 201-94 '-Trosdolt, U lrmclear. Clear and Color PA-B 1nter1ay*rs-. expiring on 070.19. following staienww: "Miatat-Dade County Product ConaxA.Approved"_ noted herein. alongwriih n=W-up drawings and installation diagram of vinyl sliding glass door. prepared -5) Cyclic Wind Pressure Loadagper FBC. TAS 203-94 RENEWAL of this NOA shall be considered after a rent application has been f*dand these been no by Fenestration Testing Lab, Inc., Test Report No. FTL 85-r,, dated 12`04115, signed and 6) Forced Entry Test. per FBC. TAS 202-94 -TS F. STATEIMN change in the applicable- budding codenegativrely afficti* the performance ofthis product Ord by Idahm Ortega- P_ E. (Test report wised on 02 15-16), along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 1. Statement letter of conformance with FBC--;* Edition (2014) and FBC-66 Edition TERA-MATIONofthis NOAwill occur after the expiration date or if these has been a misson, or change in the 4- Test report on I )- Air Infiltratiou Test. per FBC_ TAS 2102,94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 6337 (san43les A-1 thru A-5). dated (2017). Lssued by manufacturer, dated OW14.47, signed & sealed by Lynn Nfitler. P.E_ materiak, use, author manufactntre of1he product or process.Misuse ofthis NOA as an endorse new of any prodw, 2) Uniform. Static Air Pressure Test. per FBC_ TAS 202-94 12,06:10. signed and sealed by Jorge A. Causo. P. E. (SnMifted under .YOA.vo. 11- 2. Statement letter of no financia iate". dated 0401&17. awed by maimsfatcnunr. signed Mi for sales. advertising or my otherpurposes shad autos itic ally ierinisiate this NOA. Failure to cmWly with any I 3 i Water Resistance Test, per FBC. TAS 202-94 sealed by Lynn Miller, P-E section of this NOA shall be cause fo and removal of NOA, 4 1 Large Nfissile bMact Tel per FBC. TAS 201-94 3. Letter of lab compliance. part of the above test reports. ADX7ERTLSEME'_%-T: The NOAnuaber pvecededby the words Nfiami-Dade Cotinty Florida. and followed by the 5) Cyclic Wind Pressure Loading, per FBC. TAS 203-94 C CALCULATIONS 4. RER Test Proposal No. 17-0387. dated 05,05117. signed by Ishaq Cbanda- P.E. expirittion date may be displayed in advertising bterafte- If anypottionof the NOAss displaytd. then it shall be ' 6) Forced Entry, Test! per FBC. TAS 20-1-94 1 Anchor %vrification calculations and structural anaivsis. compl�* with FBC-2014, done in its entire ty along with marked -up drawings and installation diagram of .mvl sliding glass door. prepared prepared by PGT dated 12:09,, 1 5and last renised on 021516. signed and sealed by G. OTEIER LN S?E Cr 10 _X: A c opy o f this entir e NOA s MI I be pro %ide d to the u se r b y -&e matitificruser of As disft*uias and by Fenestration Testing Lab, Inc_ Test Report No. FTL 8548- dated 11'04�1 S. signed and Anthony L Miller, P,E. (Subm kred urider NOA �Yo. 15-1210.01). 1. Notice of Acceptance No. 15-1210.01, isstsed to PGT Industnes- for their Series shall be available for inspection at the job site at the request of the Building Official. sealed by Idalmis Ortega P_ E. (Test report revised on 0 1 •-04 16 and 0211 1, 16)� Gluing complies with ASTME-1300-09. 557012770" Vinyl Siding Glass Door (Reinforced) - L-MM.". expiring on 0444�21. This NOA revises & renews _NOA #20-04 29.05 and consists of this page I and e-.idence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval documentmensioaaclabove. hhaq L Chanda. P.E.I:bsq I. Chanda. P.E. Ishaq L Chamila, PJE. The sdxnuW doci nation was reviewed by I"q L Chanda. P.E. Product conn-ol Unit supon-13or Product Control Unit Sup#r'visor Product Control Unit Superrizor NOAN9. Ill-0.40f.03 NOA.No. :1-020-1V NOANO. :I_04♦04.03 .03 Expiration Datot April 14.210M fzpirzhon Dart: Aphl 14,20:6 Expirafion Dais: -April 14.20!6 ExpiradonDate. April 14,20.16 Approral Dato:361arch :-9, 1.021 kppl'QVJI D3tC N1,3TCh 2 f. N" -ApprovsIDatoi Marth 'M2.021 -AWora I Data., Nla"h Ut, 1021 Page I E E -3 PGT Industrie& Inc CGI Windows and Doors. Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE St-B'-%UTTED -NOTICE OF AC CEPIANCE: EVIDENCE S1_B'_\HTT_ED NCITICE Of ACC EPTwLNCE: E371DF-N(E 5-1-MIFTE Evidence Submitted under pm1ous submittal E. _ALkTERLkL CERT11FIC'ATION-S (continue) 3. New Evidence Submitted A Quanex Part Supet Spacer Standard complying with AST?,-1 C518 Thermal Conductivity A. DRAWrqGS 0-881 BTU -in.; hr.-ft'-_`F. ASTM F 1249 AS-1-M D3985 Dxygen-Pass_ AST-S-4 1E A. DI AIIT�G-S 1. Drawing No. MID-5570.0 Rev B. titled --Vinyl Sliding Glass Door 'ZiOA (LW', sheets 21901.G_Durabihrr-No Fog -Pass. (Sitbinitted widerprevious NOA A-0. IS-046A051 1. DrawingNo._A1D-557,0.0Rev B. titled­`Vimi Sliding Glass Door NOA (L.Nl)-. sheets I I through 21 of 21. prepared by manufacturer. dated 10.0515 and I ist revised on through -11 of _2 1. prepared by manufacturer. 'd a t ed 1005 1 J; and last cruised on 02:0 1,.? 1 04!22,,20. signed and sealed by A- L�rnn Miller� P1. 6. Quanex Part Duraijal complying with ASTNI C-518 Thermal Conductnity 2-22 BTU -in signed and scaled by A- Lym 'Miller. P.E. hr--ft:-'F. A.STI'M F 11-49 WVM-Pass- ASTIM D 1434 Argon Penrtmce-Pas& ASTM E Note: This revision consists replacement of same existinginstallation screw with flat head. B. TESTS 2199 I.G. Durability -No Fog- ASTNI E 546 Dew Point Developu= -200F in 48 lin. 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS -10 2 -94 (Subin cited underN0.4 No. IM409. 05). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7 Vision Emmsions- Ltd- Parts comps ,tng with P\7C-AA.X-LA1 303-13. Voltiman- Specification B TESTS '-None 3) Water Resistamce Test. per FBC. TAS 202 -94 for Rigid Polvviml Claoride ('PVC) Exterior Profiles for Vision Extnisims. f td. --%.'EX- I by 1. 4) Large Mssile Impact Test per FBC. TAS 201-9 4 AXMA Fenestration Exterior Profile Certification Progran-L (Stibitiftled under -Y0_4 No. 1 -5) Cyclic Wind Pressure Loading per FBC. 1A S 203-94 0409.05) C . CALCULATIONS along with marked-W drawings and installation diagram of all PGT Industries, Inc- 8- Vision Ex-trusions. Ltd- Parts complying with PVC-A-ANIA 303-13 1. 'None.-6-0 represewative units listed below and tested to qualify Dowsil 1191 and Dowsil 983 silicones. (Stibmt hied under .V0.4.Yo. 15-0-109.05) prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9 PVC :AAA 303-13. Voluntary Specification for Rigid Polyvinyl CWonde (?%,'C') Ezaetiof D. QUALITY ASSUKkNCE FTL-w7897, PGT PW55A!0 PVC Fixed W indow (unit 6 in proposal). dated 09,-03,� 14 Profiles for Vision Exinisioris. Ltd b�,-, AAMA Fenestra, tion Exterior Profile L Miami -Dade Department of Regulatory and Ecommic Resources (RER). C_ FTL-20-2107.1, PGT SGD780 Alumintim Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2. PGT CA740 A lum Outswing Casement Window (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No 18-1217.14 issued to Enerp Fenestration Solution- USA. Inc- for E -ALATERLA-L CERTIFICATIONS 2107.3, PGT PA7620A AAtminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) White Rigid PS"( Exterior Extrusions for 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America. Inc. for their > PGT PW7620A Alumium Fixed Window (unit 10 in proposal) dated 0713 120. all signed Windows and Doors*'. expiring on 02 042 1. "Trosifolt Ultraclear, Clear, and Color PVB GLass Interlayers7. expiring on 07.08:24- 0 and sealed by Idalmis Ortega. PE_ 11 Notice of AcceptanceIto_1"122.02 issued to Energi Fenestration S-olutwn- USA. Inc. for 1) Notice of Acceptance No. 17-0808.02 issued to K araray America. lnc. for their S.- their series ­A`hite Rigid PVC Exterior Ein-usions for NA'Midowsand Doors-'- expiring on "SentryGlast (Clear and White) Glass lnterbivers`. e.xp=g an 07,04!23 > C. CALCULATIONS FBC 7. tb 02-2-8 .21 3 3 Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their -Brown O < 1. Anchor verification calculations and siructural anah.-sis, complltqg with 12 Notice of Acceptance No. 2M103.03 issued to E=21 Fenestration Solution. USA. Inc- for 'Rigid C oa:ed (Painted or Laminated) White Rigid PVCExterior Extrusions for Windows Edition (2020). dated 04i,22"20, prepared by manufacturersiewd and sealed by their '-Bronze & fight shade cap coated White PVC Exterior Fin-usions for and Doors". expiring on 09 30 24. L. Anthony Lynn Miller, P.E_ Windows and Doors-. expiring on 04-16,25 4 Notice of Acceptance No 18-1106.11 issued to Vision Extrusions Limited fortheir series 0 1. Glazing complies with ASTM E 1300-04. -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Eiterior D. QUAMY ASSURANCE0 Y. STATIEMENTS, E in-usions for Windows and Doors". expiring on 12 -29,`) 1. Miam�Dade Department of Regulatory and Economic Resources OUR). 1. Statement letter of conformance to FBC 74 Edition (2020). dated 04,22:20. issued by manufacturer signed and sealed by Anthony Lymn.Nliller. P_E_ F. STAMMENTS < E. 31ATERIAL CERTMCATIONS. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated I Statement letter of conformance to FBC' 7d' Edition (2020). dated 0-1.0121. issued by I 1. Notice of Acceptance No. L"305.02 issued to Kur aray America. Inc. forth 044 V20. signed and sealed by Anthony Lymn Miller. P 1. manufacturer. signed and sealed by Anthony LNmn.Xfiller. P.E. "Trosifolt Ultraclear, Clear. and Color PA'B Glass Interlayers-_ expiring on 3. Prh-ale Labeling Agreement document between PGT. dated 0330� 15 and signed by all 2. Private Labeling Agreement dated 01.08,21 between PGT Industries. Inc. and CGI CU OT09;24- involved parties. Windows and Doors Inc.. signed by Dean N1 Ruatt P.E., V.P. Engineering. on behalf of 2. Notice of Acceptance No. 17-0803.02 issued to Kurarai• America. Inc. for their "SenttTGlast (Clear and AA-Wre) Glass Interlayers *. expiring (Xi OT,04;23. both companies. < G. OTHERS CL 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extunious Limited for their "Brown 1_Ibis NOA revises N_-0A# 17-0420.06 (PVTw`CGI) and updates to FBC 20' .10 (7* Edition), G. OTHERS 2023 2 7 2023 -0 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0 +2 1 12 1 1. This NOA reAlses & renews NO.0 20-04219.0-15 (PLA expiring 04141.16 for Windows and Doors-. expiring on 09,30;24. 2_ RER Test proposals 19-1155 dated 0 1; 10;20 approved by Ishaq I - Chanda- P1. ppro e_XPMng 2. The currew associated PL-k CGI file #21-0205.01. expiring 04.14:26. L_ 4. Notice of Acceptance No. 18-11%.11 tssued to Vision Extrusions Limited for thew 04 44,21 M series -VE 1000 Tan 202 and lighter shad" trios -Whiter) Rigid Cellular PVC ii I f.. 6. LIJ Exterior Extrusions for Windows and Doors-. expiring on 1129,11. I. Chaa&, P.E. lAaq L Chinda. P.E. Virtual Revi Virtual Review < Cv q A Assist, Assist. C. nc\ I Ishati I. Chaud2. P.E. Product Control Unit Supervisor Product Control Unit Supervisor Plans Review completed p ved for ved Product Control Unit $uperri-wr NOA No. NOA No. 21-9204.03 Expiration Date: 14.20.26 NN)AIVO, 11-01.0f.03 compliance with the 2 020 F8 Edition th Edition < April Expiration Dat*., April nii by Debra Anne Klahr Expimtioa Date: ApA 14, 1 .026 Approval I Da t*; March 2;�. ' 20.21 Approval Da-t*- March !9. !011 PX2300 Approval Ilan: Marck .15F, 2021 E 4 SHEET NO. March 6, 2023 1 PA 1.4 O O MIAMHAM=QE MtAMI-DADS COUNTY 0 C; 0 4 PRODUCT CONTROL, SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0 " CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) H 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (78(.) 315-2590 F (786) 313-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6 Cz NOTICE OF ACCEPTANCE_(NQA) ",,w.mi#midxdc.gov1economy (3) -0 0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED ITED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = 0 -9 %_ 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 —0 Seffeer, Florida 33584 1. Drawing No. F04612, titled "Precast and Prestressed Lintel Details'", sheet I of 1, I Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" ' sheet I of 1. Drawing No. FD4612.. filled "Precast and Prestressed Lintel Details". sheet I of LL_ _4­0 prepared by Craig Parrino, P. E. . dated March 24, 2003 and Draw-ingNo. L T4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crefe 4 ", 6 -'& 12 0 4- C/) CZ C) > SCOPE: "Cast -Crete 4". 6"& 12-Lintel Safe Load fahles". sheets I through 3 o/'3,pre1_7aredb,v '1003, LT4612, titled "Cast-Crete4", 6"& 12 "Lintel Safe LoadTables", sheets I Lintel Safe Load Tables ", sheets I through 3 of 3, last revision dated 06/1 2114,all E (D 2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parriro, P.E., dated March 24, last rei4sion 41 dated April 28. 2003 both P. E. through 3 q0, prepared by Craig Parrino, P.E., dated .March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. " , 0- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and seated by Craig Parrino, revision dated1farch 11, 2008, all signed and sealed by Craig Parrino, P.E,,. on ,0_ -CE C: Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ), 1. Test report onfie.rural testing on 4 ". 6 c4c 12 " Precast Concrete Lintels filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTAI E-52 9- 94, prepared BTESTS B. C. CALCULATIONS Section (In Miami Dade County) and/or the AEJ (in areas other than Miami Dade Count-i) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04,110/03. signed and 1. None. 1. Calculationsfor Cast -Crete Lintels. dated 0811912014. pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed byChrisropher A. flumon. P.E_ C. CALCULATIONS prepared by Craig 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 n-serves the right to revoke C. CAL .1C�T LATIONS None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 0.5.129103, 2o-/puges, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P E., s igmed and sealed by Crong Parrino. P.E. 1. Bv Miami -Dade County Department q/'Permiaing, Environment, and Regulatory.4ffairs. 2. Calculations for Cast -Crete Lintels, dated 0.5129,,'03, 140pages. prepared btuCraig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E_ s igned anti sealed bY, - 'raig Parrino. P E E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION. (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lin :el Details", sheet I of 1, 1. Quali4,,�yslem �Vfanualfor Cast -Crete Nfachine Nfade Preca.,ft Tintels revised on Xlav 1. F. OTHER , U, 1. Letter from Cast -Crete SA, Inc_ dated 0811912014, signed and seated by Craig prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No. LT4612, titled '"vast -Crete 4", 6" & 12" 2002. 1. Letter front Cast -Crete Corporation dated Fehruar­v 03. 20112, signed and sealed Parrino, P. E., certifying compliance with the Florida 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 2. Cast -Crete Quality 2�yvtem iVanualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS A. LABELING: Each lintel shall bear a permanent label with the manufacturer's name or l(gp and the Miami -Dade prepared by Craig Parrino. P. E, dated March 24, 2003 and Drcnving No. L T4612. titled None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 qf 3, prepared by 1. None. Craig Parrino, P. F., dated March 24, 2003, Iasi revision dated March 11, 2008, B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this produ�t. B. TESTS 1. None, L None. TERMINATION of this NOA will occur after the expiration date or if there has been a -evision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONSADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOI, is displayed, then it shall 1, By Miami -Dade Couni�v Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS 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. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None, Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3. E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ._;/H�imy'A. Makar, P.E., M.S. Proeuct Control Section Supervisor -Ai elm A. Makar, P.E., M.S. Product Control Section Supervisor C,>Iielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2040630.15 Expira:ion Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date. 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 oil , Approval Date: 08/20/2020 E- I Approval Date: 08/20/2020 Approval Date: 09/20/2020 Paget E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # Vi-04124.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS 8. TESTS 1. None. I- None. C. CALCULATIONS C. CALCULATIONS 1. A'one. 1, None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. ByMiami-DadeCounty Department of'Regulatory and Economic Resources (RER). 1. By Miami- Dade County Department of Regulalor.i,, and Frononric Resources 1'RER) E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER C_W 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the FloridaBuilding Code, 2017 Edition. issued by Cast- Crete USA, Inc.. dated 08108117, signed & sealed by Craig Parrino, P. E Crete USA, Ins., dated 08/08/17. signed & sealed by Craig Parrino, P. E. 8 EVIDENCNGS E SUBMITTED UNDER PREVIOUS APPROVAL # 111-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Fdition. issued by Cast- > A. DRAWI. Crete USA, Ine., dated 06/11120, signed sealed by Craig Parrino, P.E. Cz C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612. titled "Cast -Crete 4 ", 611 d, 12 " Lintel Sqp, Load Tablas ". sheets 1 O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, Iasi -0-0 revision dated June 12, 2014, all signed and sealed by Craig P, 2rrino. P. E. on 0 January 22, 2019. :3 _0 B. TESTS 0 1. None: C. CALCULATIONS I Alone. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). JUN 272023 00 E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O L_ Virtual Review Acsis, , inc. Plans Review UJ A. Makar, P.E., M.S. helm A. Makar, P.E., M.S. complet d and approved for complian CO < (3) Product Control Section Supervisor Product Control Section Supervisor With the 2020 FBC 7th Edition by Debra NOA No. 20-0630.15 NOA No. 20-0630.15 Anne Klahr PX2300 Expiration Date: 09/11/2023 Expiration Date: 0911/2023 < Approval Date: 08/20/2020 Approval Date: 08120/2020 E - 4 E-5 tl SHEET NO. March 6, 2023 pA 1.5 / - / I ILI EGO 1114c- \ TKAFT TESTING S ENGINEERING COMPANY MjiT_M_A. TTLUT, JR., F.E,. - ___ tdw . lwl.c.I IL rX. Lir - 4t 147 Ft C',L Liv- N. Xft7* EVAWADQN-REPORT REPORT NO.: 20-0728.01 DATE* July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Par,,lS PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: CilobalProtoGtion PrQ0u0,* LLG, 4800 S.W. 51 Strc-: Davie, Florda33314 t-PURPOSE-OF EVALUATION: This Isis Product Evaluation RfWri issLiod by Walter A. Tiillt, Jr., P.E. iSystem ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is C101ng iSSUIld an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and lo verify that the product Is for the purpose rilended at least equivalent to that required by the Code This Product Evaluation Report shall 7e subject to review and revision in case of a Building Code aame that may affect Its limitations and conditions , 2._E DEN -15M TTED: � YL _C E �$M - f 2.1. PROQUCTMLUATION DOCUMENT (P.UQ. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 o-'215 prepared by Tilteco, Inc.: signed and sealed by Walter A. TdIrt, it , P.E.; dated 07i'28/2020 This drawing is an integral part %LMIS.", Evaluation Rtq)ort. "o, ,�%11�r , ,f,, ol�� rQl? ....... //* , 0*. - ` ,­Eiv "...V,11, . 11 -#-- .- - - �.-, v"- se .:'�p , - ,--, _3�:_::� '-- No. 44167 - I - 9 . , I � . -a", * : :r4 c- . 4A. . ;,,, e'. - - I 1) `A. �& US` - * ' 6355 N.W. 36th Street. Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - Pwr,!ellij�* . , 4'1' PRODUCE K%-_AI&jATlQN REMR-1- = _2*012LU 2 22-MW REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201„ 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing Inc., Reports # 96-569 dated 08109/19-06, #96-570 dated 09/1 8/1 99e. #96-T30 dated 09/2011996, al! three signed and sealed by Hector M. Medina. P.E., Fenestration Testing Laboratory, Inc. reports At 2032 dated 04116119598 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond. P.E and Report No 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 oy QC Metallurgical, Inc,. dated March Q, 2009. signed and sealed by Frank Grate, P,E 2,3_STRUCTURAL SNGINFEEWNG CALCULAIJQK5: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and it accordance with section 1616 of the Florida Building Code Calculations prepared by Tilteco, Inc., dated 11103t08 and 03r12)15. signed and sealed by Walter A, Tilid, Jr., P E. 3,_M11LEJMP_ACLRESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. MND LOADS RESISTANCE: - $�� 20 Gage Galvanized Stepf Storm Panel has been verified to sustair wind pressures. Maximum panel length shall be as Indicated On sheets 8, 10, 14, 15 I I5, 19. 25 arid 26 of 26 of Product Evaluation Document (P F.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, Cc. 10, 11, 14, 15. 17, 18, 19, 20 25 arell 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. &INSTALLATION', Installation shall be performed strictly in accordance with details indicated an sheets 3 thru 7. 10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document (P.E.O.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14,16 25 and 26 of 28 of Prodict Evaluation Document (P.E.D.), drawing No. 20-1 76, --. - - ' ' ---' ­----­­­­ "'-"'-"'----'"'1'111'1'---'-L---- "I - .-..-. - . ­ ­­­ ­ , - � e3l I% CA\A rHA7 PRECAST SInK. 09 PRECAST 't,,ftCPL"E PAWLS $--:1) L* wIA0 B,WD$ A FW�j rw 1HE I NAIII&.13,R-211-11" 9ffiYW"=9iW_13M_ft11" CKtSTW WALL ANCHORS SKki BE LONG EHOilr- TO REAL> 14 WNA, STfthLTURE RIRvD SvOl PANELS - "001W PANEL 111,14e, 711' I,11, ll0 .;1.00 r44410,14701 WUMENI IPED) HA& OTEW 404111r(i FOR rQVPl.AlCI IN A4tI,IPR,G( SHALL OF 06 MENUINED IN 0 1) AWJ IN R 2) el��120w-i H,T� I-t �I.11�lj 01 iD"'111, 0- T1W I:CAIDOI IWICDN11 OOOE rlti IC LKW �r_XD ,LMP`_M..LCrJL_f0_1L1_ 7 - = mft- OES%4 *" LOADS SHILL BE DMRMI*.D AS PER SECTION 162,jOF THE A&U`K WWIONED CCIDIF - V:-V UPCON ANCHORS. .5 MN1.lPAC`TII$i6 BY 1'. G.ILDEX, MC eCIR 04ei SPEED Is wo""I"Le BY THE 4LAeLC,CeCF0N *REK tei[St %%MRS fti Ter NVIAL,n AND- #I - " "ANELMAlf FCMA` f ic AN, PmertMATE P.,,r, ANL3-,cRci AS eAANL­_,vwr B, ti,i) ,1)4v,P`,cnCH PROM-KIS Pce, A DMOIWWTY rACIDA Km-44t IDLING ASCE 1-16 AND 5-Al1 NOT EXCUO 114 M&\KAAI tASO) - 1/4'. LAS SCPE" P" Il D.5 OES4I, FRIESSURIE RATIKGS NOICAFED CIR tKIIIIII 7 TWP I'?, 14 I % Tfl. 19 A ":D - I/W, , 5/e* wor)c BLISMING, A,, cwSlIkAgott PN AU pOPlI sI;Rk* "J & SPECIAL, cc N OROIEP TO VER,PY TIHE ABOVE DDND8IiU*. j.?IAbIlE DESIGN WN0 LOADS DETERVIR4ED PER AS" 1-t6 C.'! M" eLIM TW^EADED PEWTFM;" INTO *OCc C1 TAPCON 44CHOW, tf BE I 1/)^ -C 2' Z1W RCO -ANMVAFE k'WS SHALL BE FIRST ArM4ED I O D DLWN M� tOAOS BY WhIlPLYW. ,WM 0 5 6 IN oRM IT) AND PANFLMA,[ FEMALE In Oe&S amwt TNE�x W/ VAX I. suI irsec" P=W QATOcs evIcATM an sma-ts 7 RM t, 7:, 14, is, Iii, 19 4 70 � :) VR*41`r POI LAC 0 PENCTRATON OF IAQ StRVO, #PO IHIE *0AX FRAME ,M' SHALL K 1/1' 46 (I-10PAWD -N ORDER 10 VVWY THAT ANCHORS OM THIS 0 E CI AS tiCSM WE'VE NO OVER _1fK1;S1 Li A 15% 4"WAS1 Kr w * 0*MPEN TRAIKIN 0170 Stucco SHAG. BIT "CeNwIlto As :PAPS OF TT4 9LIT'MED IN11EADM PENCTRAro" STRESS FOR "Nit, LOADS WAS LLQL uSft,41 RH!Eefe MelLms rASTE3NEA3 SPVjNr To *MZ HAS BEEN DETFAwNED N . ACCORCAle" WRTH N,D�& 20.8 C `, MM eUIIA FOR MS'AWE Of LAC SCREE . INTO W005 SHAM @I Ad 'NOCATED N M15 3RAAAWC AND Wf4O RE�F STORM PAN(L'S VLOLMCT ACCOR fOR IMIAW,r HAS BEEN VEWIED FM 0,MICA w" %Cnoei M26 N c 4, PER RUPOW.AhE C,WA%UeNkG A TE9W 04C REPORTS 96-5n. 96-570 & 96-T30 A" ��Ako PEN71'ev",04 (IF *Von fe`jSHeNG SHALL St BE lk' I/-' #-ZU SCREW, LOSED 5*Lk! W. 1 *12* ,OK wrlv,� I *HE ABOVE MLNI*NM COOL A. PLR FENESMAI�VN TISTIeK LAB W. A"?$ #2032 & #21.* . ASFRO1000tS TAS-PD1. TAS-.2W ANQ 7m-xA 9IU0 51voco 00,37 w4f) 1* wwleIm file*411�5 001TH, No sr,emo As *W AS AMEMCM Tf5V LAB Or SWFH FLORIDA RUPW JC2160t--09. AS PER IAS 2W. TAS 20 AND ') 44 [AM T)-Al PREt" T�cl*- OR VNECA.� CONCRETE PANE,5. STUCCO 00 IK*V BE �00 ON THE CAW4 US 20 SIANOMFOS C_ eGARD5 Fee, ,,L 04 - 4C,IJRS ­Aki 81 LOWC EKOUG'k TO WAC9'I W MAIN STReuPTURF 604ND SUCH PANELS 2 ALL AUNIMIL. 0411.140NS I, K 6053-T6 ALICY AND TEMPER JUNLMI OTHERMIL WEE) SIX %Ht 7 ANC 4DRAII &HAki % AS UENTIONELI . C 1) C 2) & . 4) .1 ALL ALUMOW41 WEI VIT04 UV,D A; C4MWRE5 SK4.L WAW 3114-W4 ALLILM (01 ANC"00- %A%- K W57NLU1 FOLLOWING At, OF 1Hc $mexWWWWAI"cAl5 4.0 r, cglc,.IK,m O* THE AW>Kw" mA%.rA1T1PcR & ALL SIM SHEET IIMAY 'AMIS SKUk MA f SrAIMI'LAtAl, O1 PT STM ASINA A­95,1 CRM)E W M44A)m ­50 IF PAHF.i MAI ALSO BE WSTALI.M HOW04FA"- TOUDWNt. WSTAL,X". DETAR5 1HOWN Ov, wq�,-,w 5 TY*C1',- 10 (SHEET- , C�_VANWED STEEL CE54FATICIN Kirf- S8 � W (AFIER FOLLM) "(";K 61 OlcfP -A' HEADM (Z A 0 %4AA NOT BE Ltsirl, 5 ALL SCREWS TO ILE STAINLfSS $TFEL 304 OR 116 ArSi SIVRC1 CA CCO:1101,00N RESISTANT C!UM :,441104 STEEL AS PER 4 0 ENNA BE THE QtT0-:ONSOWIrY OF Tif CONTWIOR 10 VERIFY THE !,W)YONESS OF 119 SIMILTI-PE W,4R[ SWITER K 1`0� K 'AN 60me L 9�3sc I. mic "*rNII7H AND 9c m. TrWXE SIAENGTH 11 vw" COMPLY %/ FLoRrA IWKVO4 ('"WE LURE -PoPtp "COORAu SECTION 2. , 3. A11ACHEO TC 46 TH`5 wirIER SKA-L 041y K AtTA(XI) 10 COW*M 3LDC- OR WXX f*AAh 1KILDING5 0 BOL7.5 TO BE A51M A-M7 CALVAN1711) SML, OR A615, !Q4 %iWS V.Met-ESS STEEL_ W * I- NeRmull WID SIREM"R 10 EACH REGC _AP STORM PANEL WrV LAIWITIRS OVIII 9-6 T-Q01'. Ij .' AS PER 5ECTION1 6 A. ? A10 W AV.ERhKJ.T$ 9W. " & IOW ON SHEU5 7. 6 & 12 RESPECTIVOL'. SHA,1 HAVE A ' EOSLE AeVc READR.1 V15al MARILAW. &7RUCIIING M*" OR I ANC1,40115 To WALL. SHKLI 9L AS Ecurjw5 7VAMT *0 SECLAE I'ANELS M!I4 AF"f-4&LF 11rTW(*CtMtNT CkMllC PEA GC OF 1WR&C,ANF WARNNO: _� *.,OH qcMe. IN e'�AIIHLQL�S ILPIf . .1. (A) MJX,SiiL F'OUF6S C0firm-It I' IHE HSTAI ATKIN CWTVACII)k 15 IO 'EAL.1CMe.. A., S'Al-.,ER ,'-Iie.oA,n" fMt ACI - T14'0 UPCON ANCHORS' AS MAeY,I1AC'TYktM et I; * MALOEA. INK (MI, fc-)I92 - ) _,( k1.D41 It owww" weir/RAM .tTRx* - K I,4' # I 7/6 CALK-& AKPa. A$ VAKIFACTIPeEV BY IIIEWALT INC (MIN $'c.3UDU ­1 - ,,,4-* I )/4* 1GLeD-SET AA4w)RS, AZ oWROLFUD w ALL rope( scRL*, BOLT * WcKrr CO 17 STORM PM:t V41AILANU,, SHALL COMPLY VrM4 Y�ECS --DCAIED IN TAl DRAMNG PILLS IN, LkQ&E--� QW ZONING RFGuLAtW3vS (__ F3000 P­ ) PRQVOEO f, THE jUfOTDC?T0" WHtCK PCQUO IS APPLIED TO - # 14-ID PANILL"IT ft"r V A( PANfIMI �145 &NaIORS. AS AINKRACTURW 91 EMO fONST1hJCT4JN PAIMA-m 13 (,) 1145 'RODOCT EIMIWATION DQC%WRT JR( t) PREPARE''el' TNT EW­EER 15CEW_A' AJW �tS W *WPACE INCLIMMITOeY (.Al, 11-34w TA.) TOP A SITE SPIECICK PQDjCrT- . e WW_K rK 51TE ln,Ck'"Wr WRITE FWW III PE :1 - 1/4'* OF TAP --ram AKI>40k Ac, WAV_fA ftlffie(l R, 'RU-A51 COINNERAT,ON 0,.U,�,O jel.1 10 :34TFO70F Tr LIE FMSPW*,f FOR ,HE SUECTIGS, PUKHALSE AND INS' --ON INCLUDING OFF -INN TV U I`Hl� KMT?,Cl I & 7) 101111110.160 EMWDWNI OF TAnDft AN H�AM WO POAM CONLRETE SHALL M 4/4- 2- FOR FAV,eMATF ;EXMF WEE, ON 1w. P E r, PPOVKALO If-,slie D= NOT 417vifTw PROk rIf CONOWA4 X'TewCD ON TNT; DDCuW41 -0 AM PANUWIIF -04 W1 I -/-* FOR Cf W-GRIP ANCHORS C-CINSrACTION %AFM AT SITE 4 7#1 CONTRACTORS Rvspousiemm A.2) CA" -MI A 10.1da-5C'. AHC.045,:HO� HE (MIREV"IJ 7/6' KITH VY,r POQREV- tt^-LKTE NO EABELAKNI hTG (r) '-K C K-IOUCT EVALLIAITOel DOCLVENT ell 21, CONSIDERED INVALrd W ODUIM SrVCCQ Sw^U. BE *FRWMM I ' ­21) �AWWS LISM SHAILL BE 1 1/2- WHO MftWUM SHOULD ST�XO EXIS- w. '" whw,m FOIT RIALL'S WTI1 NO STUCCO AW MAY $17 IfEADOU SCW*S OR A- IHW_4&1iD SC4"6 A/c 14AD, 111 SfFT !aLVOC PHO4541% SHAII BE PREFAM. W A FLOWDA NerWrAID EN0101EIR OR AlecwtC! W-L� 141LI BECOME b4 M.W141 wrc� N.m iNGINu!" Of W-COK (E DR I FOR THE FItM"T ANO 1164: WILL BE RP-9po.sIBLF FICA THE PPOK t USE V TK P E D E14MMP OF KtOnD, AC1W. AS A CC-L-WED FINGPCEP TO T,g A 3- IN CASE 'HA' TAQECASI 5-04E. PWCATTI CONtPOTE FM,ELS. l`*VotS. STUCCO OR WWO .-OQ" K 1cVVI; ON •fu I E C, rNew-A, SHALL W-111AR TO I .IS LA.T a THE IrT 11"E"PIC DRAW`,Nus ReP, RIV" Em"m "ll. OR FLQDA, Aft""o"N. Skkl K low, -AIDLICH TO ;IEAcN W MAIN $1PQmRt KIWj 1.1.r" PANGS ANCHODWA vI,L, OF -L-2 Ve0r,014131 w - 1) AND lN A 21 W !IHIS , ED OCAS,. " THE DATE AND CAGNA( SXAL MCI S*NATjft DF .ME PROrt S1510kAL fetrAWIN Or RECORD 407 PREPARED IT fb1 IR-Lil�.L ..Gc­W" A.aILA L-W - SKFFXR kkh'J'ACI'�n,5 LAW1 SHALL IN XkTE,l PIN A PLAW IliftE LOCA'IOII AT STORM - I/ ' # TAP" ANCHORS AS MAAUFAC`7UNFn BI I T * IeALCCV� edc PN&L SHIJIEP IN KCORVANCE WITH, SCITION I �09 9 3 M FLOWIA RVkDW, CODE ONE LABEL. I - /:, . . 7/8' CAW- Aw`HQQS, AS MAN,IgACTL&K a, DCWA,r ARC (AN, ,F - 15oo P­ ! SHALL 5f gLACtU rDR [VERY QPFKOIG LAJK15�' TO COMIFI-T WIHI Sl!CIKM 170997 OF IW . I We I 1/4- SOAO- Sa ANCHORS, AS DISTIUSLITE-V BY -11 POW. SW*. B(kI A %PErikrl 1(0 , .oPn,I 3, 0ING WOE: t MIN I-- I sw 4....) SHALL DRY BE , L . 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NO STLIcrO . 001C FO--". 11LIEC0101c 1. , I S ��% S7AT J)F ar- - -- . ­ '' , � 5. 1, :,Rry, - 1� 0�', x., �, -V4. (NOHICUMNO �t=l --,. -I--, ZOR C)N'...."i _,41��­,�4_. - - - .. - �_R-_-� '. I��-,n J 20-176 � I ,DN _..r ", 4-S ,. - __ - _._.. ., * 4 ., r , __ , � � � , _� %� S/0 Sr. 1� ce"11B - S. /OGNAIWAII.. n�r *!tr !-5 r � i _ ­ FF. . .� ��, �_ �, - 'ho­ ­ .7 � ., ', -_ �L-wil I V be ­ I ,*0 .J I I - - - __ ­­­ . I __ I - - - I I : ! INSJAI LAILQN A I R �A : MM --Ul---L5-E-QR�,�E�g-QLA-.?At4E].$.I & I I -EXIS"UNG P R D I F ,xAcRm � : Q" __C��_Q_ -CON-C-RETE FLOCK STRUCTURES , ,SU 5*�, C. I CONCO" MICI , SHrm I ,-*mv- IT i t= SCHM" M - � I Low" 4.1m SYMn 0 "ovum 8) \ - ! o �co-MIC -1� .1 ' ,I , " - - I. I— tm 4, '14 I ISCE ICHIEVIAL ON $�." o, - k I - CONCRETE INECRAREC, , I _� q wim a I-OL-1 III EX6104 Poul" � I . I lHIX`5_ 8 � Fee I, . - I - ,/.��p, � M, j COMOAFIT Koull" - F- �: ­ . LiM - . , . . - - " A -I _- L - il, - �_ - , - I � -.�; 7'. � - . I : ? , - . ., i: - I, . - . 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'Ir at �, • I :I� (A I 14=,., i - 4L?- " I .6m"G -oulf 0 .. . 00 CONCOM FIIIX� � me IF CONCRETE: OR I CONCRICIT k ! I WDKARED : ��, I I I I.C*Cfem BWOV I . CIDOCRILIt LILCO. I I � I 0 in* cc - -�-_-I�-Z-2�-. _,-, __ - � I """'" 'O� Lie _Z7: . � M I -1 -1 PEOIARfl. , - s/2- � WOUIRICE, . / - ,*,. 1;t I ' 1� 4 :4 T -_ . . - � r::. I . -, L� I rONC.ETF .-I. V_j 11 . I' -, - - ­ -- I I . KQL*ED _!__� , - / _� �, IARF - I -'/..'. IX&C."M AW-11M - , L, ,, , CONO" MK.m ,C4� Z i I X1.14." 1=1 , �� '-� ,e zu -sock-U6, - � COO*" ."Oft �, i��, �:Iar_14� " vmxw" ./ sneo 4 . . (1) c_ (SU SO-MRALE ce, LUTES cHcwa ON - .- 0 6. 1� , � (WE SC -MULL ON S.'n� 9 r,.Wur" " �_ �_:.�___ SIACE'li a r6-C`,,GH 'I 8 0.kljc� IF � SH" a 1.110w. 9) I I WALL MOUNTING Q AN'E FLQQK_MQUE1W BU LD k6l MOUNTING ALTERNATE Bunn OUT MOUNI)hk I SEOON I SECMN 2 WMION sc-'r 31,0.0 S`1LI 3,1-` Wr vb­ 5.-_1 3/0-1, ; I I I ! I � � F E40 - j= I Me. � I 4. ,� 'MAT - � I , , I , 1) i i I (SEE: '14 - ; : Sil I) i N, *-. I I k _,�, i ; I i .- ! 1Z . .. 1� ; #--, : RLIV. �- I O� �� ell ,/�­ q TOP I It � ,,'j'IF­II',4, - - : . i jd I. COME =� �., .,,1"-,r,Fk A I "N' KS701-LATION ! �V- _ j___.___' �o O� - * .... �. - 1,' , I - 04 � . �, , I � ., I , " OCEAI,j�' ...VA - FISue POURED - I I -, . % ORIDA BUILDING CODE (Kgh Velocity Hurrico.ie Zone) : .. - - FL COWIRETE -3/., - A T -7--i- `=?. ft�". W - - I I I REWIRED, I D 1 * " T7TT97 I WNCA" WWA* 3 .., 20 GAGE GALVANIZED STEEL STORM PANEL !!-- f3r, SOY�W,t UN :*L 1� ­­ �__ - - - - - �,i -.7-7. ,�, - % I', , TATE,-; - .' �GIOM PROTECTION PRODUCTS. LLC.1 ITT Wt � - S-1EF'S IT 11.110.11 2; '0 - " . �� - ' S ;0 ". I ­ 7_�__ / 11LIECO... ' CELffe 01LIN - e'. GR�i? :, . I " ; . ZP - DA / Q41P $. �1 S�lm I ­ ;�, I S/ _ ..-.. � _1� - -_ .1R%rr.& ---" - =,4 20-175 Am" NA L E� �_` 9 �� �m-l�5. - ("."_", SCALE 3/s." �z ,ftm;rl d , - - � .��. , - " 1 - I .%HeHc - E .. ;19/1 ! I. , � ��_ I FLW. - # .1.7 � .-l- 1 � 1�. Wn I I J3kURUCTFAALUA.T10NREPORT' _NQ, 211-iri " 0- MMORIAL CHARACTEMTICS AND SPEIQIMATJONZ; Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D ), drawing No-20-176. Anchor specifications shall be as Indicated oo sheets 1, 7 and 21 of 26 of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. LAKATI-0-N6 AM CONDITIONS OF USE: 7.1. Shall be strictly in Compliance with Gereeral Notes No 1. 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176 prepared by Tilleco, Inc. and signed arid sealed by Walter A Tillit, Jr, P.E: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section I M 2 of the Florida Building Code 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structums Product Evaluation Report prepared by Walter A. Tillh, Jr., P.E. (Florida License No 44167). President of Tilleco, Inc. (Florida CA-OOD6719). ,%WrF,sIIr0sF)',,40 0��N. k6,,,& ...... I �� *1 ,O, � '­� - , - - V,�,�, 4r�.-`,,�IcEN& ,,-. . -1 . ,6 .. 1P i -, I Z 7- -___i��­wi_ :1o. 44167 '- 2 ­ __ _ -- = 1I *I - _.'-�* .*E _ ,_ - , : E , J�', - - . - - , ­ _0 0&..0 .-. STATE OF .,,:�f ----*-., �0.zr 11 -1 - .,., %CFII�11, , ..".;�". 1. .1 - - , . as `i,Z�s - () " , - / �4 .. WAYLL D'. TIL TFCO AC'.40H RECORCS P. E. REPORT 20 � GLOBAL. PROTECTION FRODUCTS, LLC ; 20 GAGE GALVANLZED STUL STORM PANEL( ORW34 MI 761 REPORT #20-0"Ib.01 ---­"`N I ILI ECO w4c. TILLIT TESTING & ENGINEgRING COMPANY WALTEFLA TIT.` IT JL, ? E. PROUVICUKV AUAMNE"OF-1 " - nits ,, � �.!, - h1._NLl0eeWSL1,hM1t9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL (MANUFACTURER: Global-Protgr4on-Products. LI.0 48DO S.W. 51 Street Davie, Florida 373314 1.PURPOSEOF EVALUATION; This Ise Product Evaluation Repcr lsmirc.-II by Walter A. Tillit, Jr_ P.E.: Syti,ten, 11) III 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at lease equivalent to that required by the Code_ This Product Evaluation Report shall be subject to review and revision in case of - ,I Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PROQt)CT1EVALVA.TtQX]D � _QCUMENT tp,E.D.;: Drawing No. 20-175, tifled '24 GAGE GALVANIZED STEEL STORM PANEL'. sneers 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A Tillit, Jr., P.E,; dated 07/2712020. This drawing Is an - in--�'t2�etg%k-o, .,.r'"t..,'/W,. " s61, 1 11Evaluation Report ,,clk . I......Z -- , - --- " -1 , . - - _,�2�,. : � I S;r�-�---46-14167 '-. a �11 I - * " I- 1-4,111o, ,� - * - ': * k . Z _�� , . Z Q, ' . 1 W 6155 N.1 6th Street, Su ite 305, Mi arni, Florida 3 3166 - Phom: (30,S) 87 1, - �Q60 , . �'4 -1 5 31 C0MFQV_EN 5 FOR REGULAR -R-LLAR & LFE SAFETYSTORM PANE) E: � "ql-, .2 - - , , -, - ,6 UiIt' (TOTAL WIDTH) - iS I K' ��AL WIDTIHI� - - - 12500' (EF-ClIVE Warms) - I - , "I., -- S.M, - I I - 13r, - -,_Sea' ,i - - ir. - �-, , ,.tl. I - I LSO- . 1 003e- � 30c_ - I'350, - - " , ?W I - I : . - � / I �ff I CALVAKQM 17M F �X• , , I - I .� / W I \ -1 -IN �, , � /1,11- \ ASTM A-663 . ,,,--% , .5-_ , ,FLUAILE, - ?",5,- WtAof BU WMWWV PDAICD - _ ' , CAI-VINM FILE,\ / EDGE . *1 \ G-6c c&V I EDGE I ! - / 5A' `,. .6s-,- / 0.wd, ANH .-C - I .1 I , , / I / I � 4' m- \', I a 1 - _� , .O:i. :r�, , - / XAM 4-65) / 1�ux- A" - - IyP I � HEMMeo � , , � I�JeAr` 50 IMNAW. 11 � WALL A 1,4 , 'E"m / OVAIL ALml � L- \ ), C.-W QALV \ 1\ �' I F.9CE IN, 486 1 � 1 .TAk & v 11 "I -15�6 - I I ErTwi A S. I / � -1 __ ­ . - . , .4 ':7, - I - ,_i- I � . . i, I - - M.---J � ,i., - _. - 4.150, ___ - - - , 3W � (i SIM-PANEL QA ENDSTORMPANEL � 7- ?,6-- - 3-1 , I .LSO I'.. - - . I I - , 07, � 1 `4MF­$ AND fl, � ;�� i I N a I 1�1" - - ,1.,_!6, ,/.*.-X. I O/ wwa,ve-zI, FWF � f � 25")- (10, 730 . , l - __ - � � lt�c *S so- %RFS iz�: , , ', 30, SERIF " . ,q L , 00- & a L -.I- - - - I ISO- � `­�� . . I- � •i_mw 1 =_ I , SS VUB aw-to 53 STUD - I , . To MOCIS a To Nw I " I �c :2 112- 1 4 --.k !�_ - �.aqr I ,� - I .� 25 , -, i�: i - i I I . I '. ­ SET 930 . 930, i ­. � - - - , I I 00AIL I , . . - - --- IT . *W ; . . t,125 I i I , i - - - , I - . _,bb"T­�i I II) - , , , 1 09,� 09Y -� , l 2 . wo " i F , . 0-256" - ' - . 093, ] � � 2 , . - � 1 125' 1 � , HEMM(G I F 0 1 375 � 2", I I � ___ - ; ,:?S- . I k a I 3-15, � - _2�2. � .1 2X­., 1, I � � - I 5, il.. - ,W. - I -1 W"- I I * - 4 1 M - ,TW R. , , - - ISOMEIRIC VIEW DETAIL A ,� .311. - : - _� ROUNK)(1) CORNER 0 rMn OF PANEL'S .`A � - 2 POO - --- e Ox, . "L� 9 1 - _� - I 6NO UP W/ HEMMED EDGE , , - (N-S, (4) !h' - C3 -ier_� (�) Ahrm 4A ANGLE NIH-EM (40� AH&L-WLTh ' REVERSE Sivu ! I STE Dr F � "IR A & ;/I. ­4, -1 , """ .,344, "P *01. rtlu -, 314- ,, _. 7W . I - __ 096' 'U. � 1 7 ,Wl "O. , I I ,,T PANEL - . I - - I - I ?S" - !1.-4-20. v- wpq, � I DL",Iq 6 2 5' 3W " .e-'. I , I s z STLO RIVEM 0 , 40'-1 OW , * , Pr , �,,, .�.. , I I.;, I 1 ./2' 0 � � ,, , C � ANGLE .0 1. �J M. 1 67 " N I � I : COAL . � � n , ., I - 1671* , I SW - f___1 I .. �_,& to. . I .� - J I ,rof,� ";I'. I 0 I 5, 1W 1 Z/,$ I : E;T10 L_­TXN A, - - U, "' I , ,r - 4 .- . , PAW �A` 957- 1 1 __ __ : 0&-- I OR 1. 4115- 1, ,- - - ". - -1 in-,. . - �c - _IT.T) I 10m, " --') KEY HOLE WASHER _­ . � 11�j :I � $ - - OG!, � -_ --- (�) -F' TRACT{ ANGLE ',64) 3/8" HE TRACK T FLAT PLATE I I I DL'-"" (W- � . OVA 1 Qk`ANqFZ SIM I . � _7 /_1). - ?4'! 11 "O".111.0111H.", MM 510 V ,/ � I il�, 01,�, X..T1Q,l�,"', .... - , F-J'S& -,�? %, - - _ _ I, . , -t- ___, . �� � I " �. �' , I 1, ---- , 3-I'l-f ZA� , I',- . I , Ili. .We 1175'. 1 I . - .� ' S � L _­ = No 44167 -. 1 2 . �*X JA � � I I I * � = FLORIDA BUILDING CODE (High VoloclIy I 061 - I - �: - _ � hur,iccree Zore#) _� - T LAWA� WKE�N,J_ EDP of �.*� k .. ., , 1C, i , � �t �� - i - LVANIZED STEEL STORM PANEL .;: .1 I L 2�1' ,2. - i*- PLA110 *-'G t, .. ST9E Of - . gz ZO "E (A .,z - " " I � � ,0FAD --.'-$ lf -,--.- ------- - " _\ -----,---- /I= I ,,, :i6 * -�_ *_ ' '_ - __ - ) 1. 1 1GLOBAL PROTECTION PRODUCTS, LLC. "'a"IE I .- & - , 0 I _4 AT PANE , 1, �-.�,� - , - I I L I E C 0 i me c \ I. �, r.Kr i (_ ,,;;4M;ii;' 1'­,­;_�_-r�, F,LLP` ,a.t. & V."�� � - �_ 11 - . .1%.. �­, ,�)N"­­ -i7f _&�, 2"X7'XI/4" �W�IVELI =4-E �W N.11 .e`011 ir-, - - ALUMMUMLAN911 -0.NJIIC *ASHEA ./ AMK-Al - 1. I.S.- "I 1 20 , - � , 7W..3/1z' %15^01 ISIAWIM � c __ W I, 1;:1r1I=__1.11" -;iiii;�-..;i- 4 LA- - � towla .--- � O,R we'll P,XTVc M10 61 uck,�"w-,wi: -TFF A � - 11. I Z or " __ __ . . 11-0.1 6. I -10, ��i_E�_�_!TE� INSTALLATION DETAILS FOR REGULAR PANELS - - 1_ & 1 A, DV_QXJJRB DETAIQ FOR lb99L&P9N IN MM.00@M IHM.-EXISEN-G--P-W..BSP-MNQB,EM..-Q-R-CONCRETE BOCK STRUCTURES ... 0=._QR..W= cx.­ op ­NQ._TT It." W/...-"'V'- m% Ate REM �11[ R..� � cr�Ww OOW-*--,Tr �113-s I SM,Z( "T.g"Ir VAUD FOR W%&M- AUFL_�AND E-Z EN-4-70M-P -M- - I, (SEE SOKOLU 0% 1 - *,. i. �M,Ir Sc­HEO,,,=r �. 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I _ � -1 � -_ t I 1 i �: - r; - A--- I ; ; : 9 ! t - � ' ' I - � .440 , I : i I ;Zuli 11 : 1 6 . t= _/ I � E I i TVFV` To I I s = 12T 1Z = - ; 4 I . " -Ir ., : -,,i4, - I - ­ I.-* - I L.&1'.4 Foultru L C. : I I I I I � W -- - =1-1.91=1 CONCRETE ale � t I : � - - , � UVICPETE lhoc. I I � 1, - - I CASE C (PLAN) W *,.F. I I EX STINC POLMT7� ; I WE D (PLAN CONCRETE rA - I I I _$ � SCALE 3/16- ­ SCALL !/I6-1- - _: : CO.KnX mocly - -_ I ( RLOVRU I - 1�� . Z==� ! __ V, � I - - I - 3"­ i14_1ZM4_ =*.1.==. NII �.�NLJ,ATF - - - =11,11111 W--=., =. � I 1i * .K1 mtLMAtt �O-CWE !_ tA\, - - I r.�-.= :r lI k- OP !F IM' cleF t `VKHORS _7_� - ... � � I%" SCALPIALL a, 1 ,�. I ;W SAW", -) � -I I � 6 A 1`1 uqy" a T-Ow. . at III D 0Ia_MQJIfi1l82 . . - - �"StECiIIOENqUSI!.15!k�-lm.I sEm-N-7 � .-V I ­ I ... ;---.c, I _­ -INIL. � K___ 9 f / 1, . �-_.tF �/A.I_ 'kA.1 �/n­, 0K.- W..) �, . • - I �.CA - - - .v - - . - I =__�w EDGE �, �­P.t 0 I&V I- W�x . YAPIS Y t111' FS-6. . EI)GE OWAWA �'i��.e i --m`­` Ofll�w_ IW- &VW Waf •* I' , ISE., _11'.,ELI,,1 �f ­ � _', 8 .Q�E_"JAW "Doo G / F I 0>00 PLATE PArrg ,. 1 � �-- _��, � t o) /_­� -- /-- 5CIE 3/16- , IMAID I 1 6 NrW .- WIDE . "'It'ES , "'t. - 1 ". War OR " . VARIES � """", \\-/ . P I WOL)O PLATIC S�CEP I K.,N0 I'llew TOP & 9070M VC)VNr.lGS CAN BE ­ QI A� ,00JOINE0 1% _,N" .Al ��; 11L.1 ANY CASE E (PLAN) I . I I � , IfQT ,A101e $cAu ,5/,&-,* Isa S`:HCUX C. - I I J � At - _ T_._ - - -_ - 914". I �t I i ' J ,,,,?� ;. TII-l", I -91.11 - ... 4111,, - - -, --A - ..- - . ;?-?�, .61 - 7� �i :* . . I . "is ING -1 ' I __-=�__ - CORCOUCTE 00, - I - �.. ,� 4 r FLORIDA BUILDING COOL (W91, Voloolly HurrIccive Zone I= scHI=Lt 1 1/2* M" CONCRETE OLDER ' � _t 11 I tc`_ Oe OW1.0i �� � - ON .IW . A I ) . : . % 1=I �Im - 11 �,� - *En"to I-N Heal Z , 20 GAGE GALVANIZED STEEL STM PANEL . . NO 44FI67 `� 1 - 06- W Xil.. SE00H &I ! *; - . __ ­__ __._.___ ___ - SCALE 3/9-' 2 * , 4 _ - :_�-_ � -1 � ,,er412QW � , r 11 IGLOBAL PROTECTION PRODUCTS, LLC. WE _ C 7E OF -- - � :F- _1 ; DETAIL FOR_ 5RACEn REQUIRED AT 10-P- Olt � -,- I . c,- 11LIECO I. � &.- S, Srier 11 _ � .., R I � ` -RI01'.• - vyr�_�_, _��rc",wI.& VeLMdriew* , . -0. -1 20-176 � . . It 0I -_ . - � � I .1. HY� �_*"_�, I. IW)MP­`V1 BOTTOM _7AC KE-ADJACEN-1 JO MCC91"Op -aA= S!---. . . � - - .i� � P. 33P. - � , . �, - � am - . L 0 ___ - - " 0%- . ""I" , .'-A�IL` - - CA-00MIS - I ___. _n'm,---4--- . . I "I"In �np A leLuT . - - - - __ - ___ _--- __ -.---- I lmd:,6106� . -.-- I MA I �., PA I I 1 .-I . 11 rinarrs X so NtQftl&I-El.#-.[Al7ONRFEORTM-2,f1.,0721.Q2 2.LTE3TRePDRM- Large missile impact load tests were performed under SSTD 12.99 standard as per section 16091.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing Lab of South %rida, Report # 0814 01 -01 dated 0311 V02 witnessed by William R. Meliner. P.E., Soriz Moroz P.E, and Henry Hattern. P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealer, by EdMUndo Largaespada, P E. and Henry Hattem, P E Large missile irrI and cyclic loadings per Protocols TAS 201 & 203 as per section 1 ' 609.1 .2 of the Florida Building Code. Test Report prepared by Amencan Testing Lab of South Florida. Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jullio E. Gonzalez. P.E. Tensile test report No 9CM-10-8 by QC Metallurgical, Inc, dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QCMetallurgical Report No. 1OKM-1318, dated Dec -ember I 2010signed and Sealed by Jerry Jactofano. P.E. as per ASTM E-8. 2,14TRUCIVIRAL KW1NEERLNfp_"A CULATKMS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rationsi and comparative analysis, and in accordance with section 1604 of the Florida Building Code Calculations prepared by Tiltec'o, Inc., dated 12118/10 and 08/27113 (for this revision), signed and sealed by Walter A T11111, Jr., P.E. 3_ML5$LE IMPACT -RESISTANCE: Large missile impact under section 16091.2 of the Florda Building Code, as per SSTD 12-99 Standard and TAS 201. 4? WIND LQ_AM JR-94IM-TAN-C E; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3. 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175- Maximum Anchor Spacing shall too as indicated on sheets 5, 9, 10, 11, 13 thrLi 16 and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard 1J,,%%01IIIIJ#F,,,1A1 . q , ...... It& �" ENS, .. I � . , . 41' **' ENS, *- '15, - .,X" s .. - - I�K , . - . �� - _ . % I= : " 2 . : a � * :*= , V.- � I *.STATE ., E A , 4�� . X k;� - ,,z O ee, . ." e� RM 1-.*19!1 I 0en, " 16NAL _" 16NAI. " 16NAI _" 16NAL _ _ PAW&Lk Ey 5, INSTALLATION! Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20.175 Minimum separation to glass shall be as indicated on sheets 3, 6 13. 14. 15. 16 and 18 of 18, of Product EvalLation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHIARACTEWTtC,S.AND SPECIF[CAM K&- Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P E.D ), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P. E.D. ), drawing No. 20-175, 7. LIMITATIONS AND. CONDITIONS OF U$E; 7A Shall tee strictly in compliance with General Notes No. 1, 8thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P 6 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined en section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured ccncrete, concrete block, and wooed fame structures Product Evaluation Report prepared by Walter A. T'llItt, Jr., P.E. (Florida License No. 44167), Pr--sident of Ti Iteoo. Inc. (Florida CA-MI371 9). /_,.`�Ii5ii.A%N � . � IF I I � . A - � - �VP\ ­;" ,!� 11 - ,;-;, 4*lE-_,_ * : * WATELL M�_ M_ 10. . D', TILTECO ADMON RECORDS k P L. REPORT.20 L GL(AAL P-Ash* h*ttN P Smi. GALMAWED STFFL STORM PAmNEL I DIRWG # 20-176% REPORTS 20-0727,q-4�'... ORI .. M # - . , . , . . .. 1/4. 2/4, 3/4, 4/4. 5/5, 7/5. *IW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/i0. GW/11 & 7W/11 - _ 3' MKX___ ANCHORS.M �Oft CONCRETE SEE SICKOk" ON SNEa A 9 - 3, Aev F, V. role "= SEE SECTIONS 04 SHEEIS TOW 11 � - . , . Me. - - - 0 ", . 0 I 0 -I.- -- --- 0 D.M..f4),1�, 4+ �i__-�-_:-171_!_1_____.I ­ I , - ---I--1­1 I,� -�= 0,4.0 11I :1 I . . 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URI,; - , I INSTAUATIQN_ DLTA1L,a '7--FDP-REGULAR PANELS 1, � I 1NTD __EXISTING POURFO CONUE E Qf? CONCRETE BLXK KRUCTURES S9URED CONCRETE " POLNUC, CONCRETE , CONCRETE !ROCK �M=E'Bll. 'A colic" 811,00" RECLINED coh,cAlm ANC-M RE"N"E" o0.1CXM AMCNM v,,� CIAMORM ANC1,00S Nu ScHumf 0. (SIX 90afteu: a" (aff Scecoal on SYeLLT 1) V*" 9) SHET, 91 I I .� - � I E: . -_ - it, 1� F I ------- C_ I : __�� IL : - :�_ ___ I : � � I 11 D I C 1, I D : I I 1 _43 . - . _0 I I � . . LL___4 � I � I ! I I I 4 � � : IA. -.6-m ft : ! Z ; - � . 1 'j" W. W 4 51 FLORIDA BUILDING CODE S1419h YtIocily Hurricane Zen* -= rVIM W 20 GAGE GALVANIZED STEEL STORM PANEL I [---,---. f, - DNMH W A 11LIEC0 I GLOBAL PROTECTION PRODUCTS, LLC. " l e"Im MIT ..� Ledo S. ft, STAIM 1. n� A �.Knon CoMp, =. iXYt. IL W,- 1 - 20-176 - 1%4 - � 1=1 ""'O' I ... - gimea ­.. I . 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SEE N51R I/a1_e,d/r Law amm 1101""6 R/ _ MAAMUM F.I. _ I , m 1 P. 1 ac . 4Y-2GE' SA. Y.E. 6 6' OC L.I -" 2 LIFE $,JETY s�PANCL CnNSWS Or o0S5' GALVANIZED STEEL STORM PANEL AS SECTION B-B T kffI �_ 1 �_ y _1.- F MAD111- OW . , I „LN14f4n '' " w L__ ""'""' 4/'. m1E *nGM;Lr�p oa/r ALTERNATIVE WQQ0 rRAME CQNQi1T'IO[�S & ANCHOR LOCATIONS Anne Klahr PX2300 " M PER CQMPOM[NT $TrE[f 2 W ORA6MNC. $tli 3/32'-T' :o Ic { TO ' .N`I 3 ,/7` - a W p T Fu I �R A �r N [E,o[n .EL"runtP. 10 rx�FPa wGp THIS PANEL ALLOWS mSELr r0 tiE REMOVED CNT INSTALLED IRON TNT PdlDE OF 1 61 5 _ YyP:Ic :O. R^[ m •. A /t- 7 7ifQY'. r-P�' CJR Ec °'`• •.• �I LC/ ✓fie, tLfµtN�M SHTTY" "I.m NO, slum naR a-m STFIUCTURE. _ r : ,' •' "r 'r,NAf4tNMiNffN I ,---- - --_ --- - - - ••••, �`„EN$F'••.;'9 s WALL COUNTING INSTALLATION TILL/ s Lirt $ArcTv rAA�. 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I I : I I ; ; I I I I I I i � i 4 I ,f � -t� � 1 2 � � � , F­ * L, ,r i I - �, f, IS. � I I i B E�As � I . I � � , T � E.0 0, , . I I ; : i . - I � � 11, � r 1> � I ­mm+ ; & �� A � " -- 1 L rr, - � 7 4 1. I � ,.'_ I, I I ! . I 1 III PATFIl "I W! 1-TI povirkwl PLUS W/ I E . , . - vm, oll %-, assil - - �s 4 1/31- "I No *Al � E 0 is l/t- DO , (i,�"C) i i POURED CL*tRm POURED COW.R-Ilt I � on CORO" INDEX OR WNOIM al I ftvmo REDUVU i WAI I i I MQ MIALLAnom I SEGIMN 5A 2 rm A&U-mQumphal Irm", .11,11, 4 � i 0 REGULAR PMEL SCALE 3I I im� SCA" 3/ill 0�zp��,­�;,�',S, i 1 4/sTs 1/.,. ' --, &� ­­ . SEE SHW It Is N -041 MCHIPLI 1`01 A 104AINN; I'm -,%,AILAIK-6 Aft NOW #OIW40 rot I �� � 0411cul w,a � $It. JKW..`�LcEill - � rn" WXDWL U"W "col STACINGS Ai � Cm DISTANCE ARE ANDCAVIDD ON to$ ww" ImaNw 9%04 00 I _ 2 L"' - 3 - l � 1 ., I ' I 1" No, 44167 "-- =1 FLORIDA BUIPLOING CODE (Nigh Vsl N cam Zone) c"muluc MR I LESS THAN Alboy"? OR xNami mirtri A;Z;im SPACM V WAT^%*4 SFAACYhG INIIAN 0% SCHODI I - j AMW LIR OK OWNU smis. -1;-" ,/Z 3 *: !,* I is �, * �-:�-, TAlf �*_ JIO: 1 p3m MARIFF, PC 20 il O&VARM STEEt STORM PANEL __ I a, 1,11 POLLONve- FAmm FOR - . - � , �`l 03�,�, .4l6l 1 .. — — _� �01 I o-ow� in WE lomp%L NEVILICIM v.CNc owusm 6104 ITACICIT S-11 w , *1r - - - - - - � vr - I - - - to - Rill � __ I ___ __, "S � � � - ,,r GLOBAL PROTECTION PRODUM U.C. 11LIECOomm \ W/n/u" "M I 6K Im 74. � sp-ow *"AM r 140 Im; 71 ��Cjjfio FVl 0� 6 �ifii I 4= i* 11, SDI 45w I i I ADO III ANCHOR TIFFE ON THIS Stelft" , . 'A "I I :, "I"*". ,F DWVI iffw I baodown CINFIFFANY N_ jill 00I - � . � - �. Viss I tt�)OO-IUC III 20-17$ � I i I ll - - , - - . _ Rr SLAk"I'll-JUNLICAM - go--- - _F_ __ ($"Nw� ol-now's -.I � -IM A, '"IT . - = Mt., 11 - qftw_A_U;_ I ".., , I �!�_� 2%"M ot �7. -,w ;-1 I - --- cml m= M.0 1-2-1 H" Smm EM jum I E - I TIANG STORM PAI SHOWI ON THIS ORCIBEE7 rVALUALT," OCCUMCW (fI I Hi BEEN III FDA COMNILLWICE IN 0 I) MINIMUM "COMENI OF TAPCON ANCHORS AND PANELMATE FIDWE 0 & PANELUAlt PLUS Ill CONcorn i ACCQR%"E WITIA 14[ 2020 (Ili E011l OF THE FLORIDA OUll COX Ol SHALL SE I 1 14' UnLON WRED FDAVS 5HALL. K GVERMHED AS PER SECTION L620 OF lot ABOI MENTIONED COIFIL. a 2) MINIMUM EMOISOMI of j/FF*FA X ?/$' CAUF_FAF ANC4DpY SHALL BE IS 41161 INTO COWCWETC TOP A Will SPEED AS REQUIRED GY THE JURISDICTION Wol IHESC SHINFEETERS We I BE INSTALLEE AND NO �VSECWENF Vi ANY FIRI MAITRIAL SHALL Of PERMETTED I ffJA A CIAIEZITO'WICY FACIOR Kd-0.95 USING ASCE 7-16 AL40 JKALL NOT EXCEED Tor MAXIMUM (As D) 1�4 III SS MEWALK EXOTS USED SHINJ Of ,ONC CNIOUGH(VOLULD ANY FINISH MATERIAL CAST) TO � OCS�3`4 PRESSI RATANGS NOI ON SHEETS 25 & 26. tNCACE .1,4* INTO ANCHOAl IN ORDER TO V"Fil ;HE AWNE CONDITION, ULTLWATT DEi Wmo LOADS DETERvINLE, PER I 7-lb ALL Olt ilFil RIDIJi III ALS D DESIGN WM LOADS OFT MULYTIFFILYING THEM EFY 0 5 IN Olil -0 Ii 3� IN CASE THAT PRECAST STOWIF OR PRECAST CONCRETE PANELS BE FOl ON tVIC EFFLETIol WALL, I 1-0 f011 THESE ill/ MAX. EA,S D) DES4,; PRESSURE RATMM INDICATED ON SoiCM Z5 & 25. ANCVIORI SRALL BE LO4G DRAI TO RE" T14E MAIN STRUCTURE BEHIND SLFIH PANELS, ANCHICIIIIACIF SHALL BE AS WIFIER)"m IN III � AND 04 a I) � IN Gi 10 ll THAT COMPONENTS AND ANCHORS ON THIS "[Li AS TESTED WERE HOT OVER SiFNESSTCL A SIX WRII IN ALILZONABLE SITI FOR *140 LOADS WAS tEU USED jN TmEm Amp,YSIS FA$,turtl VRI TO WOOD HI BEEN I -IL! ERMINED All ACCORDANCE WII N 0 5 20 �5 �C� AACl4l WALL BE -155FAil POLLCwTv; ALL OF THE RECOMMENDATIONS AND SPFFI9"104 O" _�"L ANCHORS ETOFNA PANEL'S WMAACY FOP IMPACT AND FATIGUE RESASTAILICC I BEEN VERIFIED W AtCOPICANCE wl SECI 1626 or MANIOACIruAll , W Nall FREN"ONED CODE INS Prill "M-TIMMN TTST'l LAODPATOPY. Pi REPORT $ 202F AS PROTOCOLS IAI IT IT ,"OIL BE THE Of -K SITRUCITURE WHERE SHEET" U= TAIS-207 AND TAS-203 fS To BE ArEACN470"I'NIM -941%�,::=i ='S"Hill ATT&I TO CONCREll BLOCK 2 ?"Is SYSTEM HAS SUN DESIGNED TO RE INSTAI ON THE OUTStaf OF TNE OPENING Arl,t'ESSii ,HE OPENIND rillOw IK CAT NOW FRAME RURI INSICC w/O 'ilt ,511! (IF A LADDER OR UFT TIPS APPLCATION fS VATIC TAYHON 04STAIIIATIO14 M INTENDED TO St' PE]W(FATRIED Q T14 PATASIATFON GONTRACTOR 15 TO SEAL/CAUNA ALL S1,AIrTEN COMPONENEt EDGES il RtvAw IN COWENUOUS �Pl 'ViIS*E D'F "I"' STRUC"Ll"I CW�^CT "All" THE OTJKD'TqC TO PREVENT ~/PAIN rNT"*N MIX AND SM SWITITER TRACKS, ALL APOL040 tUlU 3 I.PlEs iDOO m"I'LiAlholm IS APOUCAl TO SHOU AND DOUBLE HLOLITI STYLE WROGYPE *4EN INSTALIAliON I AfOlIFFED 10 BE LFNGTH PERI'ORMIED FROM 14E PISOI Of STRUFf--bliff t3 STORM PAWL INSTAILLATION SHALL COMPLY WrK SIAECS INDFCAII IN EwM I US ANY LV N ONFIF , RAWING ElL IDW A 0 1 C A SOOTS 21000,p I IALIAIION 6 APIILW.MkE IO SIN&LE A4D OOLFI IlfINC; 404D HORII S� CETI STYLE, INNEORICS Wl REGULATIONS PRIMOCID BY THE JOR4SOICTION WrIENE PENNAT", IS APPLIED LC, NSI.Al � FICOL-IFICO TO BE PERFDRIJED FROM THE Ri Of CERUC7MNE 14 ATRIUM WINDOWS AND DOORS. Ill E - Z HANG STORM PANEL SfSTVM� IS PAWN POMMNQ L AL: AkUMFl r)"RUSACINS TO Of I T5 ALLOY 000 'EMPER [UNLESS MERWIl NOI I!, (a) THIS PROOl EVALL)KTION, DOCUMENT (PC 04 PREPARED Bir T"S; ENGINEER 4% OCNERK AND DOIS mM PFIvill NFORMAIKIN fOR A Sn't SAFECIII INICI s WHERE THE SITE CONDMONS DEVIATE FROM 'ME P,C,o I I A, , ALFAVIIII SoEF METAL USED III CLOS11i'll SNAIL HAVE 31(*--HI4 ALLOY (III rGATRAC7OR 'O BE ALFSPONSTRU Top THE SELECTION. PINFI1110'a AND INSTALIAtION INCLUDING S*l or .IFTE I ALL STEEI. SHEET Milk PAINI SII HAVE STRUCTURAL DOMNOTY SITE" ASIM A-653 CRI M I GALVANIZED STEEL THIS PPFCOUCT BASED ON 7I RED INFICNIDED 'itl'At 0I NOT DE10i III rK CONDICTSI DETAl ON I DE,E,c�FATFFI III w s I (AMR Rol INS DOCAJIMEAff CONSTPUCTITON SAFETY AT S" IS THE CONTRACTODI a(SPONSOLrry. - FF kl 1 YCRELAS 10 HIT �57AM ISE $-TfFL IGA OR 31F AM' SERIES 011 CORNMON RESISTANT C��ATFr CARTOON EIEE� AS PER DIN (I HIS PRODUCT EVALUATION DOCIUMEW WILL K CONSIDERED Nil W MODIFIED "QA I I Ili/ SO k'r YTTLD STREW.I. A14D 9D 4. TENSI S11I A SHALL COMPLI W/ rLOAUGA NU,kDIfto COM SECT" 241 t,3,3 4 id) SUI %PEC"I PROWECTS 3FVAL BE PREPARED BY A FLORIDA RCWVVD ENGINEER OR ARCI Alw4p WILL V Elu ITS TO BE A�lm A-307 G&VANIZER S-IrEw, Lin An 304 SERIES STAINLESS STELL, III 36 sli MINTYLOW VITELD STIRLPICTF1. sECOAFFE THE ENGINEER or RECORD fe DAY) FOR Di PRO'DECT AM woo WILL at AM � t TOP T P PCAI-*L HE POINER IM OF THE I ED FNGINCTR LIP MCCORD, All AS A DELECATW DONEM To FIVE III CIFIGINEETE "a I �� NNCIK3R�-' 10 wAl %Hill RE AS FOLLOWS Suawl N'I THIS LATTER THE STE SPErs'lic DPAM�ws FOR REY" 1� k) !Q1XI:_Tft6_1i0L&D CQF4�RETL (I DVFS I I Z Sol REAR THE DATE AND ORONA. SEAL AND S,CAmwT,qE OF THE P;Tj;ES,.T,fmALL Ew,MEA or - 4/4-0 TAJACON ANCHORS AS MANUFACTMALD BY ItER QFUIEDEX� W (604 Fill III,) RECORD TNAT PPEPARED I . i,`-' 6 t 7/8* CALJI ANT:.Ell AS WALFCACTEFFIRED BY DEWPAI INC (4914 f't.3oll III—) 'S 014 IT) PANCLIFATC FEMAIE 0 At UJIME-MAITE I ANCHORS. AS AMINUFACTURLIO BY III CONSIRM-FIGN PRONK.TS It STORM PRAI MANTEFACTUREN LABEL SKAILL K LOCATED IDN 0, PrIll VISIBLE LOCIFI AT S70M PANEL IN .e ACCORDANCE WITH SECIEFON I TOP 9.3 OF FLORIDA SUILICONG I'D" OW LABEL, SHALL, BE PLACED ADR el ORIENDRS �I -3350 P.11 UAKULNO TO COMPLY *OH SECT" T7099�2 ly ITII FIERI B"NG CODE -) WANI CMKCWNT Of TAI ANCHORS ni POURED, WNCYI YAIAi Of 1 3/4* AND 2' rQR PANCLUATE FEMALE LC & PALWILMAIr III I I A:F) 1,04HOUAI CUSEDIMENT OF 1/4'* 9 7/8' CALIFI ANCHLI $Aii III IS 1,rS' INTO CONCRETE NO EMBEDMENT INIC, ANY FINISH RAIINNAL, SHALL BE PEAMITTED I/* . 0-20 ISE SACII'vil BOLTS III= ShAl OF L04G CNOUG34ISHEKILD ANY I'Dim$34 V*rEPLk ERASTIJ TO ENGAGE 3/4* III AKMORS. "r 5k A. IQ%, &!� 04 CASE THAI PRECAST S70l PRECAST CONCRETE PAI OR PAVtft SC ll ON --+E EXISTING WALL OR ...­­­�� �'(\ FLOOR ANC04M SHALL BE . . An ' LOW- ENOUGH TO REACH THE MAIN STRUCTURE 1111,11AD SUCH PANELS ANDYFORAM SHALL �* , Il EAI,rj'-_Al�' r! .. .. K AS, MFk1FD A A. I I AND 1. A,2), t � � " I - , � No. 44167 ". �9�1 TU,m!�,GIONCSM_260�:__ftt� ei F. *. * : I � - 114T 0 TAK-OK ANCHORS AS MANVAA17r,fil ST t � W BILKIDETF, iNC — --- __ . 3 FLOWA BUILOM CODE (Mgh VoIcl Nurricolle Zone) - 7/4- 0 A 7/5- CA�K-01 ANOCNORS, AS MANUFACTURED BY DEVALT ANIC If'­l'gW psi', ". 1.11 .1 " .�am � All ____T_ 1. 20 UGE GALVAI , STEEL STORM PAM I � �_j 0, I 11 4 - I 0 P"FILMAIT FEMI ED AND PAhrLMATE PLLrS .ACTIONS, AS MANUIPACTURED BY ELCO CONSCRILICITE)k r I U� 9, � � - — — PRODLI Q'­21371 I � : � ` . - _i�_ , mt^rim , / 11LIECO, -, GLOBAL PROTECTION PRODUCTS. LLC.1 ORTE. i mt-- -M Its !i, SMS ,,, 1111I � 41, ROWAIrFMC CO~ WWI r, M31t � Uss.. - I _,_ — I no& (S"pn-",$. r. Dwomap-an" twel J. - Ill 4= "P, - �E �/%~,%/Fmn .� t-wil I ��- rtEA to . Tug . , 1-1 - I jeem IF w x I V'm qx 1 "Fell, ; - , . 144; __ i - - I I I virtual) 'Ian$ Ravi.. 11 complian" , wil y Debra A -I.-& 0) a) c-, cn —Cu 0 .6, 0 —a 2 > 2 = -1-0 -a 0 a) 0- c 2 a) 0_ q , = ca I a- . 'ED z _2 w ." C CD = -0 CU 0 — cu -0 — cn = 2 -9 = _0 ZD 0 mi�. = III 3: = = .0 LL — CU 0 -�� Il 0 CIO > . CDL . c- C') ca .+0_ _0 0- IFF— -0 . C U) F< LA 7iA 44 - - 'A' mi 27 28?3 ; I --iii-willipr 2020 F9C 7th Kl0hr PX230, cn " (D = w (D c"""'B"B m 0 III " =3 -"I -1 " .1 -0-0 (1) Q) c— (I m > 0 " CL CL < "FIFF-I 0 =3 0 0 L_ CL (1) C/) cu m SHEET NO. SH.1.2 I: 3L5 L 4 YA 1 1. Iwclq KAXAJ/V "O, ITV,. yB1EIEgry 1G OLAN LION C� "IMTC +81.D. -75.J WOR L[$ 2 e/Ill- � BOOM• 1 S .y 2ir a 311 .664. -75J 7p` O, LESS 2 7/W I imm) • a A .11 W , A-FiOa7/A- 1 BOITQI is M ! WNDIM A OVERLAPR OF PANEL rSNGEI or IMAEL 'T' w --r!.i'71 I•Ai NY _ 1:•:, I. '.J • .•;,, :•ai L,•ta7f a t'. 11:1 1•IE sa A xt, t A M = MO -'- _- ---- _. _- -t—_ M AaCN[rF5 SFWA40 FOR E. O - s` 1/7 " - __ ---r I APPLICABLE 10 I OE5 --- - - -- . 1ECT10f3 A PRESSURE T APL"$N$ eAI.K-1N PANCLNMtE NEINIAC C PANEUNTi FLy9-_ s1R C/WNAaurcN MAAAYAWA * I. Lf7N0'fM � 1 I tp COI,D1[R-Cl1wCRETE _ A 10 CgMG1ER 110 CONOIEIL I'DILOIxI a'M RATtFIG 12' NIA 12" N/A 12- NIA 12' NIA t A 2 (70P) I 1I• r� 1i I 1Q' 3' S' 4. 5' .- 51--' {BOTT17M) OOO 6 t T 3` I +' 2 5` i 8' 8' 6' W' t BOTTOM } i +. 5€R�S 000 I I� h/A D.-7.3k-- _ .._ 7" f N/A N A / N/A NjA N/A _ _ �_....,... 1" • . 1 8 T 7 N 2' A / J :..__,_.. N/A i N / a : _ ?a ,/2 -- 4 1 F 2' i1 - _ N F a I 2' {(BOfiO41 _ - ---. 7C l (TOP) 3' GP Ira-..._ ' .�._ 12- N/A _ I t7' N . I R i/^.' NAA 11 $ (BOTTOM)� - -- NIA 9 1/2' 12 j NJA 12' I N/A 12• N/A : 1Z" 1 N/� I i (i0p) . 12' 6' I 12' 9 I/2- I 12• I'' .2• i (BOTTOM) ►LAILLED TO D40 P.T. AS. D. DES CA PRESSURE HANG •at SWEET 26 Pon ANCHORS TYPE A SAAcm FORT INS'"Ilo,6 -0 WOOD TWA* VL*o R MAlaM°RLE.OND{AED ON THIS HMffdh'M 1A" FOR E O MHAN LD ON 90111I M6T.EEAM SAMLE, MhXAPL,IRG SPACING ON S A'HE MLOWC CICfCT, OR FH6 MEAM KK 'BO&ji TCID SPAgK CBAWWtSIG FACTORS 1A'IT K ILLS ACT IW.IIY SPAf7.10 Ifg,CATEO FOR f11W ANCHOR T,PE A? PRN A,OA tDGEI(1 AIi01a1 "PE---- T,4's 1/.i. AeLa41aW //A's L 1/4•. rAPx+r NWB1Y rAu-., w AtNd Jhi oA) , } } t I/7 M,N.wT4IO O,wTMR 6Ay J NCRAL CA "BE f(MIom IRA" -. n 1/7' _ ___ :i .... , ,-... .. - _ - __ - l t/J - , A .N ATOGRfs All. DISTANCE 9En1EE4 E31JM PA NEL I -1f2' " (R) M BE In' )M¢ f 1 1 ++ Arolo'6( M" DIRANGE wwat, somet Of PANEL T AMNA 0 8E 3 16' / } 16' t73 1 r M.. FLORIDA BUILDING ._,., ",..,-___.._ _-- ..,....._..-___ �-_,_",_. ,,,�.,,_..._,.,—,___...._----.. ,..,®�_,. �..—_._ �� T �nl/PONENTs Fos F2ENsULAR LIFE SAFETY do E-� IrtANG STORM PANEL SYSTEMS V I� (SC7ILt 1/7-11 _ - -.. - ----,S.R25' (YOLK N'gTN} _. . - ,_ _ 2.167' _. ! - ' _-. - 12. Soo' (EFFECTIVE 11I0TH) I - I-- --793' I i 75O`_ 1/.'H.-21N3/.• - 750' - Ss. SNO lea[°Eb CL a 7/.' (TYP.) - F-_ 3?.'-- 17z* TD ANGLI W 6 /4' 4 T,250` , lab' - . ORS• - - OR A 12 1/r O.0 Y .. .,, xc-/. 1.3S0' � 260- ._ t,7.Sb' - I - "' •.aSO" e1,�, m. - ..ti-`..( "_ L---- ' [:.== 3 37s .. {� + I ADD• J iMA, � RENTISM) rru * Ems• - } - - i� I ' NEW." 0,4729' IHI il■tl, -EDU y5931EG `_,- P/iy 1 67,' � 1. 2PC€i' .C$." - i"', • t 500' 1 `44j. t Ct3' � t 7EO` i U --- OE1AA A \t_-, GnN1 0 ^V G-6p GKV AY •TELnIED 2 f ay' fDG[ I_ - Go., L-1.500- 1.'S• ' ,.. I sso' -C.} ST1M'M PANEL t- - t 15G, - .. - - - - - - - - OCTAL A _�?- - ! I >p - 2.E1Dc' _ 3n.; ,TrF • PAA(LS S", K IISIIIALIM ALWAYS RWKwN. LM SIDE a'wW�Ly - 2-1E7• -.. 2T "033, 'F IMCK ( ANGLE WITH STUD .W� - r"I FOP Ma OF PANTl 0024 (M:n; /- _ - PAWF IF LAB LM _ ' r .- 375' 4.270'- CAiLVAM'Q) , . it ■/ HEMMp tOLf' r r { PANEL ,• I -' N.` \ L i - ( .e25 0.375' [ `Ii 1140,250•'€ 11 ti ° " H w . `;' ," 70O° '! t'} PANE,. 1. ', ',15 OR - 2 75D ' ISOMETRIC �W DETAIL A T /%2-` ROUNDED CORNER a ENDS OF PANEL'S 13, a 2'O' I - D, /, . t� _ _ I (i ---2.378• ENO LP W/ HEUME) - (NI 5) EDGE _'i 67S" 375' I --....T�� TY• BGriDY I-!' I J_75tT, ,11 072• -. __ - 2.SiC' L .O9t' Dbr ' tl+'p } 750• --. E Y 124* 1 - 750° - i D PM4. U KEY HOLE l�.g 3,05-MIST ALUM Af.w t. �) �iFY HOI,F AT PANEL - 750' - • $Et TARN 6 'on Attornm •: _BI )' .&TIL- 0f15 IF SLEE,<... LENC1' IS , F LI _ 091. [, y ,� W SIL EEVE 2 T /8 -375' " "ZS" "' ` (SIP.) I OFAY VALID FOR &MAtLATWM4 ,MO WOOD SrRucTUREs 1 250' 1 v LENGTH f A. eY I .2.50'. - MAL - L-a Coo• - - _ F.ODD, 11 1 [ 3 7SO' - - 193• 7.54e' - - REV. "H' HElU?ER i I t. ,18• OSO'e © "U" HEADER E L I� 1:5• 2COD j` a .¢ar (TYP, J. II T50- I .250'-I ^SIR' I - +' 1iR1 TD 5' thi - - Ig 'EVE 1" MAX, - aDao' - L J74° e - 3.,, - - J-IM A�N,O+r - - _. 36.__. � I ♦ 1 •9'p�f+y jtINMINIMMW.. P 1 Mft�--LLI�],[ES ,,+I �� A TIJIJNw+4r HMER tI 1 /4" MUEI "`- t .3t1' 656' t.. , f6a1` * - "7w I,FO• I--.. i - A79" 2T5' 1 _- - I P '* 1I moo' s000 , /'5 123` J. 3. --tm 0 w'i. e ( 08� M94 ` __ - . t A$; .......I... T.i 5f. t.J ONLY FOR E-Z ILANe, STGtaA PANEL ( SE. CENTS •' 'S STSTIM) 6063-TB ALUM Ad.11w �, F L _ High loci} Hurricane ne one ND.44167 s FLORIDA BUILDING CODE (Mom N V■ NMrY1co I - _ emao a1[Pxi Ne. STEEL STORM PANEL �'n cam' , 201.1ff __ IL _ ., 24 GAGE GALVANIZED pIp) _ _- - _ 2 Occ P [ ! -Sg F1tTKLAS - 1�. IO4" o50'`_ _v .. a-2F+J7- wt '•STATE OF e■I�■.w L. f)-'. 9+ ''•, - _ () •° 5«� iL E C "-6NF G � f �: [MIS t E�"_MW1AMY �I��NN 47ty/rate OBAL PROTECTION PRODUCTS. LLC.. mx +e10 SE J STREET PL,AI FL SS3 14 �'• N LN 9A 710 I- WA WI■" AAW"6 A pHs r W, .... RNR nI-Iw rr 4N« 1P, _1"1 -•t7 � _, FAR: eA97 aq 5 IYRayp ( Ie/a S.A B641P■R• BUILD -OUT Air t' BUILD -OUT "IF TRACK t�' & w ERED NNGNUT CA-O T �M M TRACK ANGLE (ZAIMAC 3 ALLM) P1 ?FAA.I.O.It+Ae/OAn RP4nA A TSNU o_ FIX — M . } Lg I. I IhSTALLATION DETAILS FOR REGULAR PANEL' INTO POURED CONCRETE OR COPlCRE �E BLOCK ST(�►CTURES ALTEAMAIE CONCRETE ANCAMS, LOCATION CONCRETE ANCHORS -(SEE SQNEDUR.E ON EXISTING', PoLRE.o CONCRETE (SEE SCHEDULE ON - EXISTING POURED COA1 "TE_ SJICETS 9 TMROLtOH 141 OR. DONIGRM Block SNEE75 9 THROUGH 10) OR CONNCII1E11 9LOCx REOIINRED. . - E0./ PEWA.EO OGT10N LxG CONCP2IE ANCHORS i _ EaSTWG POURED ON tE 5c EouLEh REOIAFEO / . CONCRETE �� -I � r SMELTS 9 ,1RWGIN 10) : // f._": T`. 1 "i •� /t /]�� IF/ W NeJJ�O, 99 1 r,i/� V _, - ." ft RrE" s0[wK I ." •/A•-fe,I• 1x(A,S,, I S3. MS e/ w!1 -I ! -MAX - 1 ._�_�.. I CONCa(E'CE AAtC"Cies ,' �. ■ .7 •rT ttc I I (SEE 5CHU)VLE ON I/N" 1 I " E..O 1 � L S14CET'S 9 THROUCG 10) , ,,, I ,/.-._[pT• S S F„7 TRIO NAT`F "!._ (SS_ Max I t.:! - i C- j yy i�■ 5 n/1I A,C. fX15 [ : % " I d PA;L-[L FNGT-1 E U 4 'f_I IrSEI SC-Hf_CAALEGLASi 11 � i I r ON ,�,� I I�3, I I M I. i 1 :OF W,CI`R I `{ I 1 .•a-}O.1' '.. 1 �) 7 SEPARA'ION I 1 : 1 1 § `al2tFDU{t [ 1 ss ■OLII R.� I 70 GLASS. 1 S E - ( naE ,d, nag tJ GLASS i !. -[wI' �I (SEE SOTI-DULE I I , .•.-:,d,' UN SHEETS _ h 1 C, �R 1] I /i c `A3 ('- I U.N.oAW f;'t 5%>EDULt ON r, emTS P e, ON SNBET 3) ) I }, 4iSN Y'f{ 1 i (SEE NYVWP� ., _ 1ARA. II tr®3 6 I I A e A _ • [ PANEL LENGtk s,CET Jl .._ 1 ,I_ ra Iwn '. M.i I T ' Is OUT R T @- - j ,F/GfT+9A4 f6O qif `/ f OWN DICK f- PAWL LEKT14 i I iFINE " LSE,. r >A I I 5YE'F 1 l,,r N (SEE 'SC,+FS7JLE CArflyS.I " I ..,.. I ExISRIr(r�,� AN >HEET 3 "LASS „., 1 510V' L ; IL ( CLASS j y i " 1 11 __.. _ a 1 y 1 #(SEE SCHEDULE E A 4 , - P I CAN VILEF-T 3) 1 I I "M f - I j VAX I I I '-1 1 \; l I 13 cD I L SPACER i I 1 DATUM I 1 _ 7 E D .n+c u ! i t i jo /2 1/2' O.O_ .j Lam. ( „ - 'i 1 d I P •.. I ;6 0 REM 6WItt E 1 Y 1 x cT -E" a t L I fSEF Sf�TFEYOULE. PN "I L J....._.,-J ,. 0< WALL OfA SLAB (SEETYR VILLF N 1D$ CT2NL"RE;TE ,kroC,T,F.NRS, g ,.. I C E ONE Pa7URE'0 ...,,_„ i .,. . (SEE D+E DLK Mau ••..".•- -.. .: E'IXWCR'Ti' EOCE 4HEETS 9 THR{111GH 1D) ^,.., $ 9f6' '.ONG MAX AUWNLMN �iy � SPACERS O AN w - a 4' .C. V FOR Rr.OiFWEO • T ^ IT .3. .HOLD WF jj ) PANEL 11�� /J' ((%1419iG PM B Ci3ACRB°TI ALL 6E5 4 141ADS AND OR C�ONCAETE BLOCK IR lk�CON POD CO,vCRE?t IiNC,Thi PER SHEET 7 CONCRETE MTCHORS OR CONCRETE EiCTCX ' MAX Lute, A.VM`NJM SPACENS • R[C,MNff' 8 (SEE SOOMULL +P _ E D 12 -i•`" OL (SEE T/kICE !± SHUTS TMFIOLX MON ,.1 r � SHEENS S a !0) CEILINGL+ AND FL40UNIINO 1L- WALL L MOUNTING /DIRECT WOUHT W/SPACERS 691 OR Q SECTION 4 -^SECIIQN 6 SCALE 5/8-1' SrAE'. 3r18'-'`' 9CM.E sfl.'T- •'. .,.t--­*­­­'DENS Ili F FLORIDA BUILDING CODE (Non N; h Velocl Nurrrcone Zone . 2 citl9D KR00. K. rt 443 � P O, 6j GALVANIZED STORM PANEL 24 CAGE CAL STEEL .,�.- IILMYL a, z O . * • ri a ,r"-`..�."-" ____ \ c T FOR YNTAU iW' o7f2TJm76 E.D. - EDOE 015i)1NET 'd'•, SLATE QF,y ".1i;_�:---- GLOBAL. PROTECTION PRODUCTS, U.C. 1'#1- (SEE SCNfECULE ON TOP At BOTTOM MOUNTINGS CAN BE ':gp ' F1 RiQ�`.;. T+L+.n TssTl.o aEL'tlra.l'atINRNsaWaMsr OftIL ~ 1P 4, [ll�T -'. �F '' d �'LG� ZO-s 75 SHEETS 9 & 1Dd COMBINED IN ANY WAY TO SL)TT ANY .,i AI:. o.q`n''M--,u.I LIM.11M u1- .NAIL ns-go-TSAs. 1A (v )IM•4»i INSTALLATION ID E' ,\ •f 1CRMTMY/D01 �- . a-ow.n4 a DVeera N. ,TA A TLArt a P[ IM,iLl 5 OF Is 5 .A w INTO E7CISTING__ys/QD STRUCTURESSANG STORM PANEL1� INSTALLATION DETAILS FOR SERIES 2000 & 100E AC SCREW; ■ N - --i I E-#-L f , _�._ . it I",i FOAL _ ,! «, , _ nEkNR AEG_VED . K. 1=4L`,F IF _ N .. I NF'AAt.: 1 .Y rn (fY,f '•€=Lai-.+ ".1-- . ti. - r 7 - ' - r-ter- - �_ ` _--,S-.-e- a (.;� y1: .. 2( rN I J i -•+6d F • - - a. -t Al.a_. ,I6 3,,, A+-tir; a I.;I I F 4,. I `1 �,. I E H r - 5 i s �. �� F r A _ _e . P ✓ w , ,,r' AAI, •w^IfTJt'. n TUN E*R' i I' I rA' FHF K , I , 41 )I ip - - d - t t. ' x 5 Al ,a.v.. II ' i ? ..F n- .....,... ], .. I-- .L. _. +' ,: L:T11,14NL rV K! M .,, 9 ( 5 F Ct,M. -) A _ WL. AOLN 'I w.. J• .an,. r• _y " i! - •w'Ia `F #Owl I - +s I.'FRI , 1. ) E 1 .I °'LAB _I4 . A 4I t .-, NY- ' �� - 4 L - a 15': b- ¢ - I ■ ` " ( W0p N{/, :::,:::::, - j 15°A¢fD °E34i ,a i i...__. A...,' I _.:5. 1. 1 -- t: -ter- N('1i 1I { -t _y_T `#' 4 - ,f -I. •rc.'P Ple'. ,.. ! l_ : I'_ I L _ :i Aw , �" ,. 1l -M P- . -_ es aro/WAT>t-.L �, N sr L A ry x 4R,s_t-T'_t. I d' I HINT w o id i .. f, a, I a aI IF, I I rlE♦ P. 'A,p l:'.�T= ::.: s I :,', ; �E,.P tM. Hf..• ._ '._ 'f,•.. _�-. �__,M _J� �' _ S N' Y I T 31 I 1 I� . I �s- i ..1.. i __ j i I i ; � am i ,,A,, - -4' < _-'--'-t--T ! _ , I v' Y I -T. F" �, ar !! i 3 I I T g I I I 1_ 1M - Yy I. .. a - I � : - --_. - ._.._ _ ,SS .� L - 17 __ .. i N y 3 1 -' 1 6`. ITT. Il. 'Y P u - I I I �^ p x'- C, ','-"--I -r' `, I o. t �pII I s- i; a I i I 4 j _ '1-. �; n + I - _ - i I,A w - 1 L _ _ --_A- _ .. a+ t . _ _ _ 1 ` -JI- V JS .1 ^ - - N'. fl E z _ ___ M _ _ M -'.r !I ; 11 N. d. i' F3, t5- r. -, :'. �'i -A'd .'+.-:;t w' .. A `,, e �L._. r _. _... ..1.1. 3 - .n3 N t _ , i . f ''' w [ 6 Y , Irv/ , lU F ,_ : « . _. t ®i. pr�. i FryqgA1 ���y. .r « U r'. m5',P,. i. sl � I � rr4 A of . q A I y `+ 1SKl .. _ ,., _�. R,I 16' (' A,' S ---.: 'I._.,, -:-a 4 6: +',: w ,m.®. .°...,. .r,,: }'.,x w., t,JCJJI.L. i•hETe2Ai,.:h INSTAU.9 I I ti 99yAyA }r^ SUE;.,Arr. ATIYE 2,RW i I-. ",. U, ! _ IiATn.!LtIT,i"+.n„.,. 1•R .IN fiX:a �N _ _ Lr ''L _ ,., U,vK... a M{. -.>. 'RTC INS-TALLOON I .1,c A ,. - ALTERNA_DVE I _W F. T, i . -_____ - __. BUILD -OUT MOUNTING ;FOR TC3 CEILING MQQNTING INSTALLATION 1 s � A -I I INSTALLATION NITER AH kT� 4" ,w Ll, A ..� - ,�I 'i _ , N," ;Isle, l ATIYE " + ', [ '.. ' °.,I• - , = A Vr1..ORIG.Ia, BUILDING CODE i4i h Vala[Ily Hw6ca-i. Zo"A ' An -It �}j t"""� A ,i^' i T * saxv :,esa LD GAGE GILLVANIZEO STEEL STORM PAWL .�„IT .NC L �° 'Sa, T_, .-`.�i. w-, tom. a .11..r - _:T _ _ a. :•�`�f?R __ = � ,GLOBAL PROTECTION PRODUCTS, L1C. 9T/y o W CYkXe"ACT LS ro&TE ALILONATIVE TOP hIEADER�'20 MAW', v ' , f � IL ECO1Ne _I I-1'. r.. I - _- ei^.'!"1. �iO"✓„��- erct' TS C A S.HA,{p'•TG Dunx„-•,E l 1... 9:'n .. ../A;, .,: ,., =,w, C0 'T10N t ANCHOR LOCATED "u i -c, -, �I •.n r»mot _ 213- 176 ? FF �r /,"r, ,. +*s _. - w . ,'m., a +� - - `)AtHTc w - _ =...IF F ," ,.z .c .eAa'.1 a :1 .Gas 4, , LIr as. �.y ht y am•_ - �.TAFNr ...., V . W. ,x A , .F _.___.......�__ ,. ' .,,. - ,� _ "IT 'TI It 7S MAXIMUM &S.DL D€I510 PRESSURE RATING (o.e 1,) AND CORRESPONDING 1/4. 3/4. 4/5, 5/5 A 6/5 mj)-YNMUM SINGLE PA_)NEL(i) LNGTH "L' SCHEDULE ONLY FOR REGULAR STORM 2/t IW/6. 2W/6, 3W/7 & 4W/7 PANELS INSTALL&IM INTO MIRED CONCRETE, CO QKIE BLOCK k WOOQ (f) w,_ � A7aeToRs (SEE cswE ON MIT - SIMLL PANS_}, L,fMESTRAIN[D 51MGLf- Sze Lei ERIrN N -- --- -_-- _ _ 1-0-----'"I e o a .S _ 4_ _--I--__ TRAGkS 2' D 9N EkD__YLIC'�T_ _- .-....1.._ 1i-AL-..S S26 (� 03 ( -. � ._ _ . AT TOP -OR BQn D. 2 3 . d 11 f lyLTI? f�= '• DIRECT MOBItNTED AT EACDN iND= f;> ."CAL /a , •__ _ - '- r-'- - • - I I - I �_ 1 MAXIMUM PANEL LENGTH "L4" CIA %-" (It,) 0 MAXIMUM As D LfOHCPLTF A W(}0p Li ,.ACSSCLF4SEE RATING .r ,ALLAr1CN5 f 200 7 a• , ZSa r -7 c• s-- _-_ _FOC rl 8'IV-9,- 35c o 0' la-c'. _.. 400 4 _I . 9 A ,. 45 r IF 6" A-P' N70 -.. a-•- 6-,.. .15c fi-J o D R0 0 6 J' , .. 6Ss'' F'-G" " -N' 7o0 A- ram• rs s' a , t. M O Z" 6 7' _ ,ric -- - - -O• fi }- - 9 q' f: I, i' 950 n-9• 6'-O' _ ccL7 c 3' - ] 1- .,5 C 6' 5-; _ -0-- _ s - - - __5 _ 3 6' - MAXIMUM PANEL LENGTH 'L+' OR 'L-" (ft.) D Mk"WkIm AS C B•o«c9E a WaO0 DESIGN PRESSURE PA`s#. WSINwo• S i dCQ . T7 0" 75.0 C I!' 7' soC I; D D: T. 160 c_0.* -P' I -1400 9 & .. 0 -2" aI, .- J.a SS ^ 8 3' % -9" W. I I. -0, 3 T - 7P0 T ,5• ,'_1. - 710 I - ' 6 -b' - A30 _ I'-} ?50 _ „.f'-.,* 5 17. 10a0 t 6 1'-.- ,050_ -� 5' ' - 1196 _. -. _ _ A. M WLM SF. APA Kt t nE GLASS SC-07A f YA16-M WMAD spffIM I C'. ,n c N'WD SFF� a I'0 I'., c I,PANE1 UE41H __ ( , Uteam_ RxImm P S-RA.,tiv IU,.RES1FtANL3 iE5IRAME7 30 OR LLSS 4" S I/A- 13 i. V'J ' — I 7 ,!2 I 1/2' - If I., I. ; " - -/,2. IA. ,, tom' I• 1/2' _ TOP BOTTOM _ _ �0lRECT M rT tetiw: 5", A - , S'r• AR/,CA `"' ', s-x1 5' _ ' T' raft, a �-UUt M",MIN)M: 01FIKO •TEAO€' ,•SAL{I STUD AW-,L `RAGA N(, W/MLE C.,*d ES 409f13 E _a - 37 I 3Y' 1 - SL5.I" _ _ - 50- 35 -12, -- J2 - - 32' 7" 36• III, 5"1 32' � _ 37" f .Z° - 81° .- -----+ 60'6C' - 5^I 8' 'o' 56" [ 56- . _1_ . _SZ" . .9 ____ _— 50' I 3r' 31' 35` so St. 55, �SJ' ",,_-I, v aIJ I I 1 I �, I i . - I ... V 11 y, I I • 1 I A - - - - - , ; ! "K . UNW011) PANELS BOLTED PANELS W1 1/4A-20.1' (SEE SECTIONS AS 5 5 u's 84L, W/ 0 e EA OM£RLLP APPVCA6t.I4 I (SEE SECT)ENS AS AFIPI� ICABLE) I I D -V .1,3, (4; - ' — - -- — - 33) L 63 - 3 MAA 3. MML AN4 2/4 t/4, .3/4, 4/5, 5/5 a 6/6 ''' Mx INd/6, 2"W/6. 3W/7 A 4W/7 - AwK,TDRS (SEE SCHODULE C9. SHE. S 9, 10 A117 '. REGULAR STORM PANEL , ELEVATION -1. MR. GM- 2.687• N T S. - A (MN -3L•7tJIP ., WHOLE ,Allr i - NN 1 , _ _�.. ._ ._....__ . _..._._.. _ -,. ,-.,.-_ ._.,_ - NAX GAP 1 T�Qr A -A " .11) 1ON01ES Lt L+ rMNE1/A,M A:IOI[KEE PANEL LENGTH FOR A GryTrvF L GAOL POA5DESTON LOAD 4rM ALIJWABI.E PAPA LEN M rM A GIVEN NEGATIVE AS.D- XSIN LOAD -) FIROU01AXIt TO OETEA,oHE MAx `UM KINKEL LENGTH; F POSTNE ASG CIESrGN OA:A, OETERMIIF MAW" PANEL LEN N i-• FROM "- (DULE I '-*_ NEOAINA •LD I) i it LOAD. OE'EWE4C MAOW" PAWL LENGTH % ' fww SCHEDI.- ,•: � AMA MJN ALOiAABtL PNNEL LENCTR IS EOLOA TO THE MLIFO rk OETLA4IYWD' P,MIp LFN6TH 6ETWE.EN AND 'L ...' L 31 ET ""E."" ec" FOP WIN PANEL l,E!J ul'N iaR PDH4YylYy q+yLlF wg'.Aia7t1 I I w-AtIoNs .W." Waco ARE L*IT T5 TO t 0S ..Y.d MAX ASd. DISTOM PAS5SURE RARING ,, ,,;'C. A4C�/i aS 4. ,r A, - '2R MAX A-1 U, OFSON LOADS A MO PAWL ISMCT•IS sCW `, SCt•A7,R * 4 SPACER 6,, ,$ VS'D t1a' -t• '.'fp's FLORIDA BUILDING CODE (Nan Ni h Wlce+I t4M'Can* Zone r 44157 .7aN MAT'„{;. INC 24 GAGE GALVANIZED STEEL STORM PANEL I 2IWAI, a. -* _ TIP _ '* _g \, - --- .�...� s Tt nc -: IL ECG INS ,, GLOBAL PROTECTION PRODUCTS, L1.12 MT� -, ' ( A PCiP y4N'i ti7 Tx n Tis NR s [ owwv awns U a +. .NWw tmR n ..W VNICh �,," . / I- ow, raw UNO -'M, ntow iint'rxa TA16, I. F4. n! 179' a0-, 75 ' r /,A rA Ve t+'.__ _ « CA-103611'..,,,.---`-,rw� ".�,..,`_.'.-"' wu... M oveRIC Fw IIIItN1 St'A f9CTN .wl!MtS wKtpt A R4T A,: P[ - 1.1-1. p/yro/e. -' - -- INSTALLATION DETAILS- Fli-R_ REGULAR F NELi` I - INTO WOE STRUCTIOES _ !1I _ t D ANCHORS (SFSCFIt DLA,t. IN SHT: 1 Ill i L.-. _. .__.-4 1 WC A' HEADER nU' PE R£O I , I. Z wf*x .N c. GRs (SEE <i Tsar .- 3-.. I'll. , c 5-'Tr'- ' , I LTA[ I _LtI/' l ,_ 1 -- I WJC1O HEA''ER 4.r IR•^ V _J F . III f I -`I I 1, __ 1 i M I AAAr'm ' R- i A f 1: MAA t - t Si--.E'3iI i t 15cF k7 LL i ) F I _,. ]T, of 3; 1 I 1 a a _�TC E r ? } ,A A` ONIM N e I t '.a£ - DWTI I _i(I'J,+r N f 11+Nf. I 1 =_Uxan arr. -A•} EASTING I G zS- ' CF x I f', Asi 1 � 1 t , tiw155 t• -I t I I t I "d,I S, I ( _ i L __ 1-�- 1 1 IF i (l'` 1 ; ' - t '15 MF " ,_-, �_ - I� � -".... __ f Win°'. 1 U 1 _I I I , '_ - I_ . _, �� i -CIA-_ Rto_,REu _._,_,t•r--.r_ okS . R__n w/ LTG.; ,' ,HIV SiAnaiTa'k, tt PASS wPGTUt t "A E-D C JF, I- 5,;ki5 S FNT IW ,tE_m= To I/.• AS _ i 3 '+, ,/."-:tI*" J I SS M� ,MAP 9a„'. A ,/.' ac ---I I 4 F �•�OI 1 1 xoI I 1 11 I t I) I t I ( ` I - I MAY 1 PANE. INS " I 1 I dNLO., t `'7S 51,1! 31 I p I 4 r I I I 1 15A a I/ ,.. I L 1 Klh Ar ANCHCKrI, SrAGGERE W/ s L.: (SEE S'NCUU.E UN SAEFT I t WOG, .LA-� kEQ0KC,• I. . AS its a,r�w91L E0.0-104 ARE I (I; M1'W1 A � N 4D RMLM l ' Lt) waAAaV STOTa1 PAnca LbTGTII ,S 1 7- WALL M!OI�N1169 / DNECT MOU AH�_LLL_1_d_1Y111�1T1 l3; STORM PAR *''A u:110H a ONLY f4,LTEI( IATiYE 2W �41 TERNATIVE 1 W RAD AN t�s C wom HARE WM, xA_E a/B-I' SINE ,?e.'` I.) A AL_AFVON 140 PP_, Tor, WND [eOM ,• 7 a 3 Fa AS1V E tr.,NANLi. 1P 1( 21ES $� r'��GENS* : -.: % F & t A'. I. i7 N AR r< r L G SUX A t L. N _,A E G AL ra - - NO, 44 Dli OE SLG.dJOlLS 1 LiEI[E_fOTi_L0 TA 7 I TI I `'PJ Rf ",`! HA ( AN (A4 LENGTHS E Ib t zU E .s ) D t. LE C s< c r :*x` ,^ ,f A «,W C SIt I r T r'R II i ...a SiiEE°) 3 _ E P Ip Nr A i S (I FO.LE I � 0 TC & BO ETEN/ MUt+ a,,5 C� �+ E,E CrIDMB,Nu0 IN ANY WA'e 70 SLIM AN, ALIEFTNAIL 21h') - STATE O^--�,r$IRIxC. "'-_1 .1,d5lALI;ATID)N r'. F1 (7R14=�"�A,"F' /- F'rR NEW WOOD 1•FAI/C 'J`NSIRUCI10N'. 'NO:J•7 ,.N :�I=.� ps'2,fs V ', c oCM8L415 ':J BE SOUTHERN PINE NO 2, W/ `SPECIFIC ,�F1ti'S/,� ,, , N IT£NKSiTY Of 0.55 OR E04At. T1111 Tt`�1 I - - - _ I 'aMWAN� ➢©tAruPE/OAR I MW f _. T . I $FPAPATILW ! O 4LA55 l (SET SCnP"N,,LL 7 Iyr'P�Id I' OM Sitir., 31 AAAM."O'�*1 W ( - I L ('ar�- 1 ' ',' i f LrM, PEP n-N i t XISTINE-1 ( `t" IV— I I r PA-41 LENC.TI �0, 'L� I -I I (SFE KrvEDT0.f .. r. • L ,N _5 1.0 1 4 EW - I I I cL,}, .'PACER �r - d SPACER I I E ''� L- — __ UNG71.1 I I I I .'-9 r '{ •. ' I n Al I MAY LOLL N.LANkiNf :.PACERS @ , 2 L! �' *i,� C (SE IAB.E /I ON SLEET 11 ) SEE •A3TF - 6E'NW T'R •WITAIIGINS FOR ' 1 I/2' LONG S, ELKS ' PANEL AMI, T.MAFI R PANEL WI( O`LCS 15Ct SCI,CDA, 'IN -aIWE- 11) 2'-r' IY00C PIAIE AwlJONill7 DKCT MOUNT W/ SPACER-M ALTER MIL!!E_.2W! SCALE L /8. 1 - SEE TAH.E A'' 0,1 EI'IEET I T�k IAAA. 'AILl "'--L = & ,I'"AS0 DEcIC,N LGALFA rEP t"', HSTAL._,A7.mN. * PEE I10;S: so'CEP SA I", K I 11: LING " (I;00A{NAPAP'T a UARITI M A Oft STORK, W,AA.�� WRIT 15' D' FAX, MIAN Raul Hrola (,.% a ♦ R_Vrmc,RAI ,RKAA ANY 04.DW .... SAICN1t, elIRKATIJ) OM p- _ ). (2l AtCNfyS 9D96 n ' COKKOMCW IA LDMkil MAT ILMAL[ T CA PANEL MAY[ FUM PMLi, R SPIKED MNIAnIM AT f IIC GC. 5,15 IS A REFtROC=ION FROM fi /7. 00 MIA-4 kvww ON s.m.. 0 (31 I" 24 OWL 14MACL uN9-n+ a LAA C 10 al• AT ART DPDOW '. (?Hd IS A R$5'iRONION FARM I MWEX PANEL Ln*:''IE. ALLOWED ON Sa.tmu aFwr il). I (.) , I/D' to% OER wAGTAeAl1 FO IAA SIM" N( AT fYCfrJgE o aN SM137 ` wALLA110N or I I!]' ho"C SPACER A VNIt FT PT D FOR ,N:tO zol" 1. 2 AND 3 AS DEFTJFRIC 11+ ASTM E-191ro fVN40D ANO IN( Ion (T.A ErnXIM) or rK FLORIDA $ULDW OWE FLORIDA BUILDING CODE (Nan HIGh Ye1oclh Harr Worts Zone +,XW L,nEa III 24 GAGGALVANIZED STEEL STORM PANEL LrA - 91 l TIME -CO Q tlqy,/J)N INS. 1T �'�L PROTECTION PRODUCTS, L1C., DAn I 111.1E'641Ma A CNgrMCA41Pi CpMAFar Alto sa 5, SIPW Ow F� J)11. `' - •ANU.. NAAP.. " Aty -.e iWM ,.rsW ,r (ARN 111-,st+' { e,011I�. r-,oAL. €saANr-7s+a FAA (ssc)m9-re°+Rr 20-1 75 G-L7F7MJ 4 ` - 6RASN9 r nN1O FOR ReneAB. 'AT.�. TM } �16BB�, IC tg s7'sl c_Fff"I.�__.+ 5_f,BW Y-r.-- i.as�M ! I , STOW RA4EL ERN OH TTMS PRD4tfiT CVALtNLT(W DCK'LIRHI (F1 D_) HAS BEEN *"FIFO FDA 10IMPLIANCL IN ACCORDANCE - 1/4-0 tMRCCtN NCHOR'S, AS %L~A"1JPEO elf IT W. BU9.DEA, LIK i WIN T-NE 2C-,C (70 EDITION) O, THE FlOANI A BULOT,ir CODE l I5 STORM PANEL SMALL NCI BE TNSIALL£)1 AT KKII - /14-10 PNIELMATE FFSNLf D ANC PANCIM&TE PLUS AALVHORS. AS MA AJFAb JRED IFI ELCO CCINSf.-TA1M PPJD,C15 ♦'ELWC HURRICMC ZONES (FINK --HALE I t�OW'ARD COUNTIES) - 1 /4's LAC SCREWS PIN N O S I LO+tOS FIE SECTION THE ABOVE ONE _C1FA 7' Y A r f , 18 , St6` 81J5R,RN0 5 CRST%f:9!1'Eii B'-` ADL PUN1 SL:tfIA' :P M1 , WOW 8C5+ A E ML 0 P f F A _0 AS CA t MENTIONED � BASIC WNU _ SPELL) 9, T RtSIDA 150 SREG � NECUIEC B• THE JVRtStA`TiON WHERE SNSR4 PANEL ■1'.1 HE BKTN.LETI, MID FOR A OetFC1'ONN.aTY FACTOR S R L 1 Af-065 USING AXE I-16 AND SNN.L aA EMCEED tME MAAIWJM (ASO) DES" IIRESSILM FIAt9NGS INDICATED O'N SH(L"S C 1) MRMRAIA INMEACEU F-ETETRAnON INTO WOOD JF TA _ON ANL71pRA' Etas_\ BE ' 1/1- AND 2 110 E(.CC PANEkW17E PLUS 3. 9 `•R1J I? A, ,7 I AND PANELWIiE TE1AU ID n D T-If 1 N fW+ Pear 1 110N w WIND 0 Ait F S/w1 BE lErs• GEM :_: K NE A6`!A( cgNM LA iF GESIpt 0 LOADS DC"TE7xYPIF PER E R T 1« : IMO Tn w'E' SC AS D RILING 1 1W THEM 6 W W/ MAf AS G' i� 1PNNAUM TiREADEU FFMETRATX31t Or LAID XItCw. D F WDDO ITIAIK VIVA ` +. I tK1 'TRPFAOEO REE UE51CAI B+' IAA 114 G NE. , 2 1 4 ORGE O CL;RWFIAPE IiSF ( 1 ,HREA Y 4 TN R R A T 1 PC1E"i1RA ,JN INTO STUCCO S/NK1 8E CONSIDERED S PART Alf E REOUNifi: M RA SIGN PRE:iv 7 €fA. (#N St#ETS 4 •NRLI k 79 to EARED PENETRATION X VOILA ED 7, D) M E 4A 'ED 2 AS TEStEp NECC NOT STRESSED, 35: .N 1 1 s n R T kill nMT . P. A 3 AS N AL: _ LEC,- O l"r NC ANC.IsORS ON NS E OWABI STfE'S5 FOR WINO LLWTS WAS IRI USEL""° PF TWERI A4ALY:tJS fASTAiLERS SPNCWU ID WW',7D ALE, TEEN OETFR4R4'07 M : S) 1AlIMftW EDGE TxSIAtNCS' OF LA: 5(;REWS. INTO WOOD SNMJ.. R A5 WDICMTEO 1'i TN15 fN4w9AG AN jW ACIN 0 AC 9fflA,4ck WITH k.D.S 20'8 4' 4 T' C, LIWAWItIAY PEa$rRAi10N Of YI'ry00 i15fRNC S,VILL ,1E 56 a-2O E 5HAL1 1:'"• t`MC M1hll M STr7RM PANEL'S rNA,At:KT POET 1AaAC: AN,) 1RIFW RESISTANCE ilAtS BEEN VEibfTETA W ACCORD*aGt W7H SEL' .,eTN i&09 Y : Of 1 r ! ".1C'PEEWS U3lD BE e s PIIJ I 1Hc ABC]Y MENr'K4.EC CODE AS PER AIERICAN TEST LAB 0. 5WT'n F%MGA REPDITH, p08,40t--c" mr, AOaty OZ 02, AS SHW4C 5FUCC0 EXIST. AM"MP^nW FOR WALLS WHIN W STUCCO PEP SSTO 12-99 A ASTM C 33D-02 STANDARDS• AND AFAER1C.V4 Ti3EINC LAB SOUTH Fi,OR1DA REPOWI 011230, 10 AS PER , S W CASE iW! F'/irrf/A57 SidvL. CP fITEr/Sg7 CONCPE,T PANFLS. STr,CCO DR WOOf 8C1aR ,, f0.W1 OIL, i«TE tyj RK; t-70T AND T1 -IU3 PRDr0C315, Ate: AS PER <AICtttATxiNS PFRfrjplEU W ACCORDANCE W/ SECTION IB(M 01 THE ) S.ICN PAIS I E J1" A else O,'IG COGf WALL. 4lIC,IORS SMALL BE LONG ENOUGH MPEACH THE YARN ST.RI[TURE bEPANELS 0 1 Ni, H r 1 r' < AW'T• SMALL BE A5 4f q,.Y.O i - .. i C. GRACE ) ) ) 1 I i A__ k'Ka VN fxr")041 1U N 6063-16 ALLOY MAC, LIMPER (LtMESS Ct"Ewiftsf 40TEj) SEE SHEET 2 LD) AK40RS SMALL BE WSIAI-11 tOLAOMNG A.LI Of LINE AECOMNICHU EIOM AND sPF:_I1LAIKAS is YN[ ANCIOR•5 MMUFALrURfk . 1M.hW SAtEE M N VA L7 LISP. f5 -ALL PAYE 3 OS-P1 N1CPY L P , 8 AN 5 MAY N.SrJ rNs- HTOIrt + f(ri.L A' TN N C, 1N if. 4 SK T 4 fi � A41£Q ••0 _ ALL VWIVC .r3T _l!L fl DETta,S SJOrI Or: SE 'tt TFROt ( .E 5 t AI EF'. `Ar4'E'r MrA1 PANELS '✓LMt HAVE bTPUCrURk OMALIre STEE(...• ASTN A-63,3 C40" PC WMMILAR 0-60 GALVANVED 71140IOM `A) EYCtPr THAT HEA0GR5Q&ID SH '' NCR BE USED S",�L .1f9CftW10N W/.,'- 92 a A. (ArIER RLILLFID) 9 :T SNAIL BE Tw REEpo"IUBFUPr or *NE CONTPAMIR TO V'€,RI'r TOIC SOUN000,E' or THE FTgVcT'UWE WHM 5"Ut" ISO 10 BC . .I 'S w*, TU RF STAWLESi STECL 301 OP ASI SfIFICS DR O,MRO_$N RESISTANT COATED CARBON SPIEL 16 PER L?ITN AT'•ACHVO 10 INMJRE PROPER ANCHORMSL THIS SHUTTEF SRA.L. ONLY BE ArACHEid TO CLWCFIETL. BLOCK OR WOOD FRAME .116 SAale W, So t., TrF1L STRF7VDTI, AND 90 to,TENStLE 5TRENCTN LND SHALL COMPLY W/ •tGRIv BJatOING C'OCT SECIAR. BUMLDNK:S I ;.I - 5 3. tU EACH REA&AR SFORI. PANG IN- LEWT S MR W. AS PIETF SECTIONS I. 2. 4. ` 6 AND ALIURKAtnfS 1W. 3W k 40 ON 4'Elri A. 5. G A 2 PESPECTNBLY. SHALL HAVE A LEORLE AND READILY VG,BtE r4ARKWG MISTRU,_NA• OWkCFF 04 TEELANT TO E T eT I.7S :r Of A (IN A- MIF CALI.WL+LED ­LEL. OR - $04 SERA A&U,SS S141. Wf;H 36 ks. MINIVWM TIELU SneENGTM SECURE PANES WTI- APPLICABLE REINFORCEMENT DLRM PERIODS Or HURRICANE WREtMkG IAN•„I.OM•; to WALL SMALL BE A5 1DEt OWS !I THE WSTNJAt*N CCNTW',-0 ,S TO SF/tL/(AULA At'. SHU71,R C'0Ma,1FFFM+ EMS WM1 CH REMAIN 41 LUMMIUOUS • ONLIA", will ENE BALE-rNC r0 PRENM WIND/RAN PAR,,-"JN • I iz T, fTG P 1ii9ANCHCI (, LJ' ASL c{ ' Pu rP -r'.� 1 ' 1 N r F "ti 1 Wn r' .,.1a 1 AN IN TWIATIDN SHN : n/, Y wPN E... A4CO KA?EO N W / N Pr ,i f 1 4'F t YaN ANfNTTFt•' AS MN•-V ,R BeBP IeAI.DES INCRm c .. 92 2 _ 11N}N EL S 1 EC •l S NNA ,1C _ S AN( W, ID.Nt: A4L`� :ty,4NG RECUI/,EIEPtS 4'0 K ED AA,rNM."ELL 1 ,'4" ¢ . /5' CALL N MN!'rtDRs, A5 tM1NM KAOI*JRED B, OIEW/M{ INC PROWCIEO BY THE JLRai:.*E7ND?DN WHERE. PEIW7 45 T(1. '4'0 . ./A' Sotlo SET ANCHORS. AS OP51TRIBUTFO BY A41 LIMP =_CRFYA, 9 4-T a SPECIALTY CD M' r«._ FLXJf1 P.11 P u3 Re) 'hNt", Plivul Ct E:V'AEAdATlOh OCCLAACIT (P C O) FREP401C Eft, rNIS CFTCT iP 1 GENFRG: AMC OOHS PAD' PR0]ROE IN=0RIOATICIN FOR 9 n w S 5H AI. -ID PA•,7.Lwtf" RMN F. lu S PN:GPATE PLUS AtNDT+IFiA-• AS 4AMIN4C4tlPCil B+ €LCO CUINSTRUCIKIN DPOOv[T5 C SFTt SPECIJ'$ TRO.IEC7, � 9 THERE TVE -FrE f DTTN^AN5 OEVI•TE FROta T1AE p E L A5 ?" I t P ' A:. ' IN AYC, - _- � SNAN4VEN L i. + - / J.II IW. A3R" A£O B1, CfTTAL FTC (T'. CONTRACtOR 4O lE fESDONS(iLE t_+q THE 3E1E�LDN, KNOCLASC A7NO tJfii iN__AttC1N FKL'1NNG urE SLtiFI'+ Of THIS PRODUCT FP' ? A `t I .1P.4NUM €�NE':1MFN1 01 TA -ON AN HORS INTO POURED COOOCRUF SHALL 8F 1 3/4". 2" FOR ti.LO PJWk.Lw"E AND BASF.0 UA II.S P E D AT SITE I N NEC DOES NOT G41ESP JM HE COPKnT-ON., [5E A",.CC EON t14z 17CA UIq Nt • COMS'Ri)CTgM At SITE 5 TIE COfnT1AE;YOR'S PESPONS(LLRA !/. FU- ZAMA/. AWUN ANC/TORS. n a ' is ,r e; +1S Eio_Rt i EVALJA Cw POT, I. T: WtL1 8f 'i!M 4NL91t.:i kOO, EG (c, INi CONS!DT ' AZI CAJ•a N A SL1U7-S:1 AFCPAS„_� $HAft e'I fYBEOOFD rt8' INTO THE tn]UPteL CONCRETE •A, ETfAEGMCNI .N7O 't'—O S.Yu-. BE KATMT'tU. a,'4' 0-20 SCREWS USED SUIT_ BE 1 '.JI LON., W"ML. SMOUW STU4'C,:' LXr>1 !II 51TT SEED )K {+RajtCTS 54A 1. Bi FPEPAPEO BY A FLLANDIA REGeSMAD,t ZhGORM UP ARCW'ECT WWN WI Sri`OVE Tta aNC W*14C UIFN WALLS WT•A 'Kt 511KCG, AND w, (N K.}NItO 5c1E'Yr5 J4 ALL LT AOCU SCREWS / . i.E.AF:. ETNC.I OF FOFI THE PROA AMC, WHO WALL DE R(SPONSWUINC, FIR (IFIOFIJ E 11 E OR E+tIT wtD« W NC NUTS PNoPER USE nE ?HF P E C ENGINEER 01 FTtCt.R4, A{"1NND A5 A 0F1'YtJ9.TEll FJFGI"I[ER ab ?MB ER 0) PFO ENrWkEP, SMALL SUBMIT 10 'NM" LATTER Tile SITE SKOFIC' E'6M*NCS FOR REVIEW A. 11 LN ,CASE A' e4't,,,.AS1 3'ONE'. PRFC.n=,t CrWRt•TE PANELS, PAVE3F5, STUCI;,O OR W('«Otl 6OAP Y' #0 FVI.INO LAN TN! LX,S"ING WALL VR fllY F, ANCW)Rt, SHAM 8E LONG )#(%4I, IC W-AC,h T"L MAIN 5T4LX`FU f IA't'hD SUrb PANELS {el THIS PLO 5114,1 OJT+ THE ENrL AYD ORIGINAL F;AL ANO 'DION0,11JRE LJF TIE PPOF 55)Cg1AL J2.CW)-W.E :sRAl.. RF A; MC1414ATE W AI) AM IN A2), ENONEEA (.,f RECORD fNAI PREPARED IT I.P. EA2r'v ']h49EIE i't.OSi{.3'.-7. �: ?31 C_90 1. SHVTICR MM+U'ACr.NER'S LAPS: `JtALL Be LOCATED ON A III VIS!W L�tI01, AT STORM 1 <' a -_11.'y,l ANCHOR- A5 MAN,IFAC(URE(, BY , t W !i{'117Ea. INC PANE_ SHL,TTER W ACCOA:Ah E WIrN SEC:DN 11099_I OF FLOAtLM "LD04 CJGF. ONE LABS'. - " . ,8 'N.A -IN I .T+ , A15 M/,1.111RE: Br OFWAL1_ INC SHALL BE PLACEDLQR EKR* OFFMr.G _A(IELWG O fGLIPL, W1I1. SEfTiOM 17099.7 01" THE FLORIDA iYWLG,NG Cr" /i9 4 3/i SOLD -SET ANC•A - AS OISTRLBUTEO BY ALL DO■NT $CREW. BOLT h SPECIAETY rv' A1.- t❑-If.4ArE •EAWE 10 -0 PAMIJANTE PLUS AHC OP5. AS MAHUrACTUREO BY fi. COAL RlJ!F(Dh OR .xi1MEtill"N'N :.` F 7,MNAl NAT., #<HDRT, AS MAMTFAGTUREO BY OEtMIt. WC PAN fC_A A. TIC!/ _ T +S •'A FLORIDA BUILDING CODE (Non High Velocity"urricons Ione fi • T M AP, N FMBI DM.E,NI CF TAKLI N ANCNO.". FL0'O PARELMAOET AND ZAMAC NALIN *KHOO, INTO THE T�' VAI ''-'._F7'- BLOCK Ufa; 1.01ALL BE 1 .;4_ L4 261GAGEGALVANIZED STEEL STORED PANEL y„11 R ^) CAR, Al A, SOLO -SC' MNCNOF'S SAILS 9L FMbEOUFD 2/S' INTG rl,[ CONCRETE a.00A UNn 40 'z 0IDINT AW,,744 `1 1 R�6° - L, I STU!D.n SP1AL, K Ptw TEO 1/4' a-20 SCREWS USED SHALL K 1 1/2' i.046 M'NIANAW 5' JuIDj,{TOrXIS, * !. 1•II OT/D"L. 0 ,W'-MWIEIVM FOP ILL$ WITH MD $TUCCV =..P-�--� . / p., STATE/ IC O tfee -,, iGLOBAI PROTECTION PRODUCTS, LLD. R>•tt) LF Ik "ASf DMA/ FRIILST STONE, E1R tPREGLST CON'[RE4E PA4EL5, STLCCO GR WOOD 84At F BE r0 A`1�J`'' �-'ZtJ T!LUP TeelMp![M9M�E1N000IIMMRI Ah]I[1RNF['iEATS^NC WALL. NNCNOaS SHALL. 6E LONNG FNGVGN TO REA:N TIE MAN STRUCTURE BE"Ni =�H PA sT' ORI/ .. FIT TIE AIR,■.n 1..".y- [a ,+.. fA.M Hs_-... .',x■ ..1_..., HIDIE <u+aPr-,5.. •tA Ea•>w--e'n: IG-, 79 •�+� RO 4E - o' rT111rr, M A,iWAACE SHA:1 Elf AS MENT%'WED N b I) AND ,M BZ1 "� u/DA;.. Y' Gu M AFII•Nfl.l4n1 iT01?5T•R C t[A4/FWPLwaM/IK,1 n•IN - W LEA R RILA A_ P[. 4.1-Ir A Wa1T a1 IF F . INSTALLATION DE,TAU FQR REGULAR PANEL 1'i � OR CONCRETE BLOCK ST CURES IN CURED CONCRETE RUT TOP - _ i�nSTNAG r'ONJRED COfCeE•f _ jlD.,'TITO PoteED cwcRErE CE W/1cALTI BLOCal [ BLOC* i REQUIRED PE~.".+'RfE1 S REO./AED. fyp9tl9M T CONC:*M MON" r; } L I'll ISTECON)as (SFE SGtElAAE ON } I (Sit sCHE➢IhE ON '°� Stu'..tS 9 T>... ,D { ::- l2r Si•1EEES • T1NRN7UGH 1O) ,,' �? I CONCRETE OPOIIPIB:O " CONCRETE' BLOCK 1 0._ I' _( r >d .� 1 i ItEOUWE® -1 I■p TRA7s A ' 1 ti 2 / a % A' I 1 1 .' 1 _. lt.Jt. ___ !t�I CaI1CAETE ANfA101t$ T- (5Fa SCHEDLU ON - .IL/> 1 LC 1 EV11 SPCEYS 9 TIROUGTI to) I I I 1 1 1 'r/�'��11 f F"E i i 1 _ I 1 ( Mr T - . r... 5s S0.-'R4 W t, J _. ,. S B0./S AT L.D , ,. 1 . _-__ - I . r 1 SEPARATFJN "14. VARI,W, G to1 (IRO FOR FtKN R SEPARATION 0, TO GL)55.. CLASS .Locn,F RTW, Y-e•) 1 GLASS Pa 101 LRNa I T AoaPL OAR 1'-� 1 SCHEDULE W I is EAS71. r� Nlp. (SEE ., • CUl.S I ON 5HEFT J) I PANLL LENGTH S T3p SHEET 3) L I I P'` I (SEE SCKMf I f "I' Me. IIRr'GSEGTP 1(IGN I 'L• oft I 1 l ON SHIFT 3) e 1 PANFI LENCTM E PANEL IEMGM :ONGP" NNCH`DQ% 1 1 I u a i (SEE X1fDtAf r I (SET SCHMULE (SEE SdREOVLE f ON SMET (SCE Xi'FDe+,E ON j I.0 T t ON SHEET 3j P �__J / ON SLEET 3) A q,EJE S 9 1HPySN 10A 1 I r' l1 S 1 _ 'v , t T 1 . { I ,, w x Emr,"ZGJI L O?° `i' GLASS N 1 !• 1 r EXTSTPK-i I G1.A55 I IL,_ M+•x I SON 1 1-4 cD ' r1 1 T P 9P r AA] _ . I / ,/., Lt III ° I E D s Tom. + i F.0 E ED t 1 I V `��A� ___ as1S71NG POURED le 12 DC �J CONCRE1f GA 1 TI AS APPLICABLE) rA,lw■66A� NW m. a CONCRETE 9L,c1 eGAELE ANCHORS 1 ! ✓1EOu'+AIM. 1,t__ . O)- /.•-tW.t• 65 MA a/ NW -1 , (SEE S0TECW ON1_ _I --f I.'.'�. �L _-:U- 4,:. _._ _ SHE. 9 iMR{AJGi1 lo; e IF Rom• RC - I' VMn - ' F KIFRNLIE� W!' Tyr ONLY WHEN SO.W I SG LCTGT:ON "- (") ARC USED ! w, WM[k EKhSTY6G POLAAEo CONCRETE CONCRETEBLOCK ALIIFATI rr)W M POU"t7T C M CONCRTANCHM An �D V NGCRM ANC.CQ1 9LSs RECURRED. SSAO"M W/ STMO (SEE SCHEDULE ON (SEE ScNtWLE ON SHEC,S 9 IHACLUCH 10) SHEETS 9 1HROLIGt1 10) WALL SCALE 3/t- ' SCALE 1/6.1' SCALE 3/0-t" � `M•t"ttt{7t'11.1n/A. Y" 4�f `••.�¢ .N .* 10EMs , FLORIDA BUILDING CODE (Non High Veloclly Nu one Zon■ I 1 : rD. 44167 s sole n Em.INC, 24 GAGE WLYAWM STEEL STORM PANEL ol;■''■ - tIOTL EDft COMBAkAT�J t7F c7M5 £ t.D.- * - * oT/r7/Mm E D -EDGE ofS AtNCE i p% STATE OF � . - - '__- - / NIL E� �j GLOBAL PROTECTION PRODUCTS, LLC. PAM (SEE SCIIECULE 01, TOP At BOTTOM WOUN-tINGS CAN BE •� � °.. ,r p,, `- ,ex71 TIST■la A _. Atoo TE 6, umir, M 10RtD 9Mt1. R 3"I. SHEETS B & 10COMBINED LDi ANY WAY 10 SUIT ANY •. . Ae LRA ■. r ew WIRE NIRo11 A 7ATV OMBNE 1 ao 7S ...., Ati. R1•INM . h.: ew- M, f4.O„L 4M -TUN. AL -Ra) -1 N5 AREA r G ION 4 — - o+a.rc y4a f � IAM am 1_111— '°T f�'tt .ML'nR A ntR x�. P.[ u.r-T.A r ■LINT r 8t N INSTALLATION DETAILS FOR REGULAR PANEL (i,1 INTO _WOOD I -__- -_ ALTERNATE LEG p ."r8` 064n EXN511NG INDOO ,- .. -.... ... '..' _-_..EDCATWR i REQUIRED. S�ODTLVALB'Y i ADWwG.'r LW EX16TIkO WOOD 1 I BEAM TO BE C[XISBEANI jEC . y--._ EC REt7STEREO ENGINEER OR - I - 10 I ARCHITECT PRIOR TO SHUTTER I /! WS'ALIATION WOAD ANCHORS ALTERRNATE WOOD ANCJIORS I.. - 1` NORL. - I _ (SEE SCILDULF ON (LIE SGEDUIf DH -� -.._-CD-ED- I�i M ,U"10EIt DR �,'.. 1 t 4•- .; SIEIT 1' L ■ tRll t• ». s rs .SA1 / EET ) / A •I N [! "' r 1/2' • 12 1/l• 0.0 •- 1/2' - I ..__ VAa MaDCIU MEADS.(!.. , _I .. I FF p-,„ I N IyEO(PRED I 1 t/N'A-SUIT• r11 ALL! RRL11 5 'j1 4` J,''i I GLASS AY}g1j ANGItORS R r 5 - 1 (SEE SCHEOUiE ON NW I I I I I SHEET 1t) I k 1 _ MT. 15EPAR- I (1 / ___... (�,9' i � , ', ' f/ --1 I [ 1 1 SCHEDULE I ,/•Y-71NI• - I- I 1 I 1 ON SHEET 31 I es 9_. _ I " SQ'YUTION TO LASS ( I f 1 MIA aow r j) 4I ,I- ei_l •�ry.Vt9f •i ,7 SCMEDVLf oN SNiET 1 ", MAX t I �N PANT, Lf4C111 1 1 a,P rT-(I 'L• MAX 1 I , M O. RIOw FOR (SFE SCNE;XFtf. �' PANEL LENCIH F - f LN7M Oka ?.In ON SHEET 3) _ I - -. - ' (SEE S(TIEFULE T:FRSAI+ r„I e,. ;. .. N ' ON SHEET' 31 GLASS t p -_ " 1 1 1 • .I I I , R 1 I 1.1, 50% 1 I 1 i1 or l' 1 or •I- I - `1 Max I , % 11 LN 2 7,3 1 i - ' T 1 e t2 /2 oc _. _ - 1 1 1 / I :F r fO I - I T/2. AID A:.LOWED f � I EIO I - - - 15ns Is -_ RMTS e6,.•RC ' - xB` TROW 3'A.' NOW PLATE _ .. i DECN REW 4LD �I WOOD . _ IV,ICaNOR'S REUUIfotO MOOT AM. ._ i DN j (SEE SCHEDuIE ON -. 3/A' E +tSC+E'OIA.E $NEL- ,I) -- I ! - 2 Mn - - 1. Virtual Review As • Plans Review a C completed and for Compliance approved CEILING AND FLOOR MOUNTING BUILD —OUT MOUNTING p Lance with the 2020 FBC 7th Edition ALTERiNATIVE 3W ALIMAM by Debra Anne Klahr SCALE 5/B. I' Mw.ftN 'SCALE VII-1' PX2300 tea A, ri/� • l 3.. \AENsE> :�sll yQu-- COMBINAi10N (X .-t 11""< 1: NOTM, I 1 NO. 44167 £ FLORIDA BUILDING CODE Non !D h YefPai )4tNrrleone Zone) -* 1 INSTALLATION ARE ONLY VALID FOR M4its . A,5.0 S ' * s11M0 R. K Il. RM ft UNTINCS CAN BE r Tqt & LID qAl fd0 RATraG AN P W €Ncnts DE5C6t fRRESSLdtE B O EL 24 GAGE GALVANIZED PAN -q ( R ) ZEO STEiI STORM EL - SUi R.MrI ■t F OF T n A.VY ;O EfN Ri ANY WAY 0 SU F • MB EL7 R tE5 ON SHE :`Q' A5 PER SCHiOU ET 3 s - . Ea '' iN FALL T1.f^ S ..A C N� 1R T N: 1 / 04 2. FOR NEVNEW NFOJD FRAME O 5 UC KA WOOD /atJ2o[6 0 - _e �1t Aee 's ' PRO / TEC110N PRODUCTS LLD. u1rL I I+ C G R✓ MEMBERS Q BE SOUTHERN NNE No 2, fECIi1Ck, / L DENSITY OF OS5 tN! EQUAL, Or, E raw 9.■.. Slow jr, rt� � !+ w alL'/.PW' •IpaR f a- bNK. n. ST%N aB- t %5 J ; - aMi___ F«:P.IG .H +��t95.)[w-75.a "k N,s.)M-evl .-.,.N e0007,A... .� G■�/6 RA PT. SW/p'ANn1i/BME (I,L}Ip� 1' {,pi )N. '•• R([1 t M I! 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I � NEDURECT com"OVE sLact, , I , ...ClAm -7--t- I ---,N %= " L - OR,- , il:,�- ,- ITHAM I 1 1 ZI.4* , I ,,Z - � I., �;AAVT � I _ i a I _1 � - I I U � , , - J . 1,1/1' - t � ' L � , - ­ � [P. / I R _ 2- � - - _/ 1 L �'� I �;�I,�� L L � , -1 L �: - I - f ` � - 1, - I __ - , 't ,,,,, . /_ 1 -; ." " A, � , V., - . -I I , , , - � : wcl�� W>,CAR ?* ' Y' � LCCU' To 1.1"LAN"FE LU LWATAIA, - 0 I21 oc 1 - �_, I I I . i I I __/ \_/ VARICS , � 2- - F - �C,Cs, cow f , r j I , � 51 Ado, W� L c3ff ALUIo ANGLE CIA I I I ., , I - I, I Ow _.IV5_"L:IA short K,_� �TPVAF-t, now-Ali , , / Ty I . k01`A Ck 2 7 -1 I "_7_7___ , t I I I-- MFLAL .w 011e PLA,f -", A.M now r It 4, IF '25, _ , - -11 I I :,it, '­ OL-WIT 310-­V2 I , � I ,-- I 1 -IV ,9 �1� k l/k, % I I z - ,,� i WIL3 ,I, , I < - z - 2. 9 - - 1� - � Mtf`� I - __ '�'�, _.�,,,__"�' m- , , f 1, �/ � I L �i= - - - - - - - - - - - - - - - I m� ,AP - ,_ � Ile ! 600 I' . 41"..a". " 12 QC 3,m-. OR 41063-11, ALLOT � VeAVC.,vur C,IPT 4- ANCLE A -9-IELAN) SCAa 1/4--l. 1EA" 7/4*-s* SCALE 1/4..I- SCALC 1/4'.1', 1 1 I A StAID-SV OF C.i,K-A � I CIA CLCD POILL"ll 11, Pow" comitowt, Elas," ty" At #ENALE V, No - , , . come" vittelct, to" wraio 0% PA."ICNATT ftul (ITT � T L5X � POURED CDM f- -"�,�, , �.-s �) 3) J9 O., 0* 2'.., wacll, scm Of ommme. SCMICILU ,>N SMETTA S L - (MIN PANU �Q� callm-m stig'z* -, .,Q,cs I \ FAAAW PEOUMID 14 4-PILKAW 'D a '') I '"'Ap ""4 ': VW 000t, FNVAC -!r aft-11 04 k (9 h. � t CANING ,pollij) , M a &OWPICIL ICITUCK31 A"I'dim : � "I _L �,�. A � �URIE 7 . �# � -, � - . . KOCA OR CF`AA` AM rRAWN � r' , I - I � ,4 qcwft,b I . �, , I ", I 11 I � 1 � ___ - , . / -- � , � L , � 4 -1 -1 I 'V�" Il- -- -4 1) cel, ," i , . i t VARIES - �� � !�w 'HonD rx-- 4 1 I ,� i / - %N/ W RX, 'LAAAAES pm� `IC, I I - I S* OIL I I '11_._, , ­_ *AUL THE� CIP m PALIC-I 1 - - � SO foZiJou "- 14 . ____ H�� - . I * 1, e " I , I / F - - 1 I . i � � . - i ; ­. .- t - - j , , I ,__ - - _._�,_& - - - - - HISONNIMA, f \ 11, ="ftnr "I. , CAK I.AELAN) I k ,�+, - "/ I - 11 - PAONAP 0 t5k SCALE 1/4'�I' 11 �0� T/4 � 0� m X"-X ir'. * -11 , I � - A NINA, ..�­­, � L I . - - 0 A, -it . ___/ ­­ ,�r. f t "Vi.,.!!�X VALID FOR DIRECT MOUIN'T INSTALLA-ION LN�" & /� i. -,N&TALLATON i . cUIM!Ptio PANEL AT WALLS At/ : -e - x SIWAa .".i VARIATIONS Wil�%14 3�4_ . I z ., io 44167 '*� 2 IN. i = . * : . IN E FLORIDA BUILDING CODE �Nctn High vskicItz Huritittatto Zarlll) . ,_ - 4� TAT E ': Z � %It= Ala. ". I CASE E (PLAN) feASE F (2 li� III � 24 WE GALVANIZED STEEL STORII PANEL ITALAM, sit, . ,./4.�k� "I,, to At . SCALE 1/4*-I' SCALE 1, ** �-.,_' , � � i. I I I , - � I ' r.111,000 . `�` " �1� "I - - - , .. — GLOBAL PROTECTION PRODUCTS, LLC.I Be- ," - - / IILIECOI04 , "I,,;,;, I -,IW mum n7vim * cma-mictrilm Alto IV f, $N,W - I - - MMAIMA.. - UIV!L `L wi. r " � . - -11-1 , I - -0 -,- - illot ­W A­c I-"- ysm� ". tob i)M _", I 21 " - __ __ !AAAA4 -0. ,:� -.;'.-T_ — l� AM, - - � — 1 - 'REW, -( %./%aAm,'NAc�o,,T t i 1 �L_4_ ..,-W A9=01111_ - _. I A at, to . - seep �bli - - -.- I 1 3 - --=-A— kill El . -_ _ --- __ =_ I I , !m,ml,"IIJ! ___­__ IN -7-It I Ilk [tiff F"R_ I 'NoNs.16IN J*U611k I 011 'I EMMM I TITIVIVIN53T. 101;�� SC14EDULE FOR REGULAR 'STORM PANEL :11INSIALLAICINS INTO 'AMD STRUCTURE (VALID ONLY FOR PANEL ONS7ALLAT)ONS AS PER ALTERNIATIVIES 1W THEW 4W, ON SHEETS 6 & 7) MAX, A.S.D. 0ESI`GN k4k)(111AI AKHCft SPACOOG MR LO - AS SHOWN ON SAIEETS 6 & ? — APPLAllEti�l QAAWJ#J TO PANEL TAPCON LAC Scar* PAPIELAIATE RA=T` WOOD SLSHWI plitsSim RATWG ALTIA1101W LEIMCTL A= IL II (P"F ) FLIMALE ID or, THEM �fx r___ 3' 13' 13, $3. -.-,-.---- 14, (TW, - � - _T ___1 - ___ ___ - -----.-- - - � - __ � IN �Bairrw, ­. -LE,_ - 11 !LK -1 - -.- ___,�, -.-. 1, l i'� - - _________ � ­ �� ­­__ a 1/2- _14�� _ 6 112- , _13 0 _­ 'Ir I - OM -­ !"i--moll --,-----,- a 114- ,2 lq,----. i _E - , � Al- lCor (;� III-01 - - - ­_ " "' - 6 " '"' __ , I a' � __ � er ­ - -6 - - I - - ­ , , . o,o W OR , I LESS __ r -, s___ 11' - - - fi� , -,i; - - � I � ito ( - ­­_ I k- - is, - - __ � 13 _ _ � 13' - 1, .. 113, . � , ", �, _� __7- III5. -45 - is' - I � . I 3 ­ � - - 1:,� __ , I S, I 2F, 4IV, WTI M HESS 13: . I �7 —3, - Ct�_ - - 1W (701H I . - _-, _ __?-_T11_____ . .- � � --- __ 13 � ____ _If ____ .r _ � ___ IT. - Hit (tionowl . itt - - - _:�L - . 2. "2 - 6 '12, ___ 6 712- - .-' - . - ------- 6 1/2* _11� ___ 6 v2, IITOP� 'J' _.., _. - . , - __ __ j _j/AV " __ - ,_Z_T­/Z,�1___­o - - ,/FjW '-- jjF ,� - -a. Tt'S, [� __ - _ - - __ , ". A� , , " i -1,/7- __ - _. _ ­ i i 7i. - __ - - , - - - � � L 'AID . ____ -4 ;__T - , ------ _. __ 4 T;F _ - Vz,� I , _. , , � I. IIIN Ificirrold) Im ------- It. ____ ,�� � I � 0 . - 1/2 . . __ . _____i_11Fr__ __ ___ - T2,_ ___ - -_ - - � __ _! - ­1_­�� - � , - . . ­_ - __ (TOPI . [ - ­ ;�.- ---I---- - -1 Xl­ � - ------ ,3r - - I , T3. 1 1, ., �;r I _tim!n2U____j __ - mg ___ orrommm , is�,Pipzmmiljl;�w�wo T --" suciell-,�w.-i:iziw�l�-m,wiib,7.ml..m .11 ,,, � �'�Aizml �.;�ii'l.N*L�.&.'Io.i.lz,..2m".I-.-..?Ez,ulw��MOCWIW INN - .......... msox� As'll NAWLPo ANCHORS SPACWIC FOR E�D_ . AS SHOW ON SHUTS 6 a 7 Apftr-.PA r I" ult"Milt, Cc " A'Alift I 14-cok LAO SCRETO PAHELUATE P I Z. __ R, PRO SURE RA ING .Tva 1� Aj= Lemont 1 1 *0 I 'L I 7 (P �0 I FOOLE 0 PLUS sus.,NG I ifit � I 1 ,I 13, - 7 , , I I Tt IF I Ln IV DOOR) . . __.. - I ­ - .. ­ 15' , _I�i�__ -,--i L ' ' '---- 'J. - - �_ - _. _ . , - ,---,--- - I 11� 13- - - - . -, - - -_ - . E` I !, 4--w 6 I 6 �h - It 11v 7111 Vall) ----- L - ­- _-�-L� - ­T/2�­ ­ . .---- 4 12 s/2- A-'? '-­ ____ IF I,., _____ 2, (am .) v-0 . I - - 7�, i -_ - _? V-.. � @� A, - - - - 3" mr) i OR LESS __ % - ___ - - I- Ilk* - � (I. - . I I a - - - - -_ - - -_ . ,;, mrrom�ij � I - L!I, __ __ - w3, - Is, - - 1 v 3 - I , --- - Ij . - - -_ 4w Pop) . - - _ �.45 -41 ji . If . - 13' 13. -_ I " . 4 At ciprINJ � .7, TI 51 _7z - , __ 12 .---.,- W ________­____­__­ 13 � - ____ - , - 1. - - I W ____ - I* f'op) -_ - I ,3. I3, IT- I, "I'*, T_ b - �TTCVII - -j-,,7- , - j-, /--2-. ---- - - - - - - " .k__ ­E;,t2, - 1 1/2* - - - - - _iS-1 __ t 6 T/­ - z*_(W.)_ - - - - : / 4� ii I � r . V_1­___ I .. twn,.) ,y-aT __�_�i;�� __ __­_,�� � - ­1_1TTii;:_­ ­i_ - 1/2. . � . . - - - _ - -j__--- f __11 -_- To r_V �w (W) _____ I - 11 E._ -- L � 5 ,/�' I " :�- (WITTOW1 I . . -� � ,-- ___ - -1 - J... .- ____ _ _!, - I a - .-- . I3'� - j -_ , ____ __ 5 117 As, (lop) _ _--i . - -, " 13. � __F2_-_ . !­­ I,- - - - ". I, , '. 14% (90TICAll __ I - �;EE TABLE #I FOR W, � NS�D. DESIGN LOADS & 110AX PAKL LENGTHS WEN V-ACER k-4% 15 1 USED, ' . 1,)DAIIIJESPONVINC ONLY 10 ALTEWINATE 7W' CIN SHEV 6 — ---. __ lmw-& i - A.S,D- DMIN LOAn NIOULALM PAREL LEW" 40 PSF OR LES. I.-W T, 40 PS5F TO 50 PSF 6,-Z, 1 l, W FiSF TO W RISE - L_ —7-1-01-7 i a NEAX. PANEL LEAFr.T45 ARE ONLY ALID FOR INISIALLATONS W/ PAWL MATE UALF 0 OR PANEL MATE PLUS ANCHM & W1 09 S,f$0WADmqF` , I/2" OC , "" . ^1c Ii ?,A TJ44, , I ... r r �Wx ',*��'. itr'E"Ji %0 %� 7 1 , , / I �_._2c " ", At � . `_ � i I � 4416'1 -. I = . 3 j *' , * '" , * -,C;-. - - , - lk 1�, A,Tt OF �,* , - �,� I " � _ , ,* onto � ,j "`1___'0 �1'1' IN "Ytf" ,% o. - . . - - `� - i4 A ./�-, I FLORIDA BUILDiNO CODE (No,, fth vott"ity murrIcare Zone) ______ 0"-- - i ij �­ lit'IFLAIL - 24 GAGE GALLVARM STEEL STORM PANEL I AA.'. _-, - ___ I A; /Eims LIEC I IN a �,,, GLOBAL PROTECTION PROOVICTS . LLC. - __ lVx TIM 11 511EZ` �_� W.HN., . - - ' - ,.V,V, APIA 00AII. F'L MIA I 20­175 n ­­ AIP 0-11 A`- Alm"IMA, Im M-Im-.�Q� . - . 00061D, , -� -, — �- - - ogn"LL'..'T ­6;t -- `14q��-!�� m tJWWITT� I� ____4 :t� I E�I AJ _____1 ___ _.___ __ INSTALLAI19H DETAM ______ FOR UEL AEEIy 2ANEL .1 i INT POURED CQNQ.R.ETE._QR_LQN _C� BLOCK STRUreTURES I I 1/4-0 I ON MW 'COO , /l't TAPCON - � _ EXISIFING FIGURED -C-010CRETE I ANCHOR 0 111"O.C, ,q�.� CoAtEREIT &= I + Kovml 06W -IOR 0 %I a c � , � . I � ON tOOCIRIETE BLOC*, KOUWD . � . . _ � .1 I ;�, � I I:: � �� " 1 �� �, Io � � I ��) 1 ��.. 11 � -4',, . __ I - , - I . , , I ... - i : , , I . I L I F/4' i ��!� : I ,I/,. I :: ,,� � .- .14% , I �.., �� . I - , � - 1 -7­ 6", 4 __ . 11� 1 t D � 2 1 11, IIII: , i ' : , ". to,- � I �� I I I I � � ", ,, ��i� 1; �­ , �111_ - 4 " �,� , � I � , , � . .�- , - , , � ; -� %: ,, 2/� ; � I , I ; � �. . I � (- i le ,I�,'�,Ij�o I � : � - I - T, I I I* W. � 4 9 : - 11�- SEPARK110110 I 1 s EIIIISTP -4-A $ "Iel;� IF i I To GLASS, , , ,"_�i-p , , i i .� 1: i atASS 11 I "'O., Pm Amm 0 ,A 1 Em I,)� ; ISAWN 00 r-4`1 1', CAN! 14%141 � i I 3 I, I , I 04A S I � � I I it a , , � P i , -, .P. I I I A � 11 : ILI MAX I VANU I I 4 0 � � j .A* L LEIAC7 Fi 04 - 11 45" LXWTION it r", I O' LLNCTI � I (SU ELLVATIOR . I I WWI ON SAW t2) � a, WL 11 I j C 4 SHUT 12) L- " I-SIORAMPICAW - I I'll I I I I TO GLASS 0 i . : I _1� �, -_-A i . : � 1 ­ : I T, �1 :", 11:� , �:,: �­.� I - ; r ­ . : � cf) ,/j � ', -, !: : I I . I . i , A � , ! I J. i � i ; i � " � I I , � I 6' I C.016 � . ,7 '� � I . 041m POLINO � 4­ � ! cIasimic POURED OR ,I I 11 11cNair � OR - 1 � Cc.IcRm CONCRETE SLOC, @ � CONCW � evocA I 1-4 : I Atkovam r�� 1, . a mrw J11 I I REOLM , I , I— � "'A 11111IIIft � - ­1 , I , 1�1 It � . I - . � I � � I , , I __ . , - - r ! I � t- -�: q , '! I . I- � ,/4-0 p4st"AAC PLAFS I 1/4'. P,,"AATE)I-� 'L = 0"NEL Aht"M 6 12 1/2- O,c IMMALS ANCHOR KYUNU 0 LIFE WAU-NOUNDW21. 1 TICE SHEM IS & 46 FOP ANC.Ola. 1.0 & SPACIND TOO SCALE 3/00" 1MAL1,C,KM INTO V= FRANE INALDING1 ", ANO.DK VAECIN" A00 U%`VM# ED" IMSTAAV� 1 Aft OCCA70 00i Ttft SCJ4CoJLL " 4-D IW TI-I i 0909CAIM all INIKEEW IMME1 A�CHOA SOVOW DY WArPLTW SPAC*4 *am OR SCIIEIA4I: er III I DALAVINO FACIIM FOR FIVIC OPERATION M IN POICIAW. "=m VAOIC 0111"" ,l;%CI Im'" SOALL NOT " I Lm TWA wmow %PPICANd Aticcom RA CAP AKACAP ""Il 0 F Im", I I fft ON Tm scitemAt V, � � Now in I/.,. Ile. PAWPAAX e_,��i� - I �,. � �;;N,%, ' ' 'k `� . ' Wow 21,10-- /VC"�,Etbl �!,�'-- .. " I ___ .. _j _______________i -______-,-. __ , .-NAMM, ANCHEAI VAM CV) � !--- IMMAAAMAA I .....a, - = �`I 4, � lTd ALAN, , ,_ , aboo � f� I j I � I7 '. 7k � . ­ z . - * 3 *: * ., * �-- � z � �Q. FLORIDA BUILDING CODE I -_ - -_ (Non Etgh,�ejocily _mu"i-­ � -) %MInt, Wm AM: 1,),� GAGA GALVAM 24 Ztt STEEL STORM PAML ID . i . . 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"I ... � a � ­ , II , 11 I 'i (�,, I 4,.,.,o TAP,w , "A-. ,ALKON ANCHOR 0 2' OX - w.+.Kw 0 01 Oc COS11140 MMED COWA" OR I COONUMM Op COWCRETE OLCC* RE"4CO' VUX1k1EGT6MO8U1RcMX __ - - 0 REQUIAlt FAME 0 3 Ljgimg�&L WALL Moumumm SCAtf 3/11- I' AAL SHIM .5, & 19 MR .10ADIS AMM rm 1�4'. Dlif 41 SPOCM FOR 6,51NALLATIC" Wm tw=l ill= FRAW BLMA*" ANCHON, SAIATOAGS " 1AAMAKA, far THif scmAff&MkL"rMW[ ALK0. =17111�4111CAIIED INN %*110DULE INEVVICE ANCHOR VoCIPSIC _____,_ — yoa!!!�00_1_1­4, s"A""'noo" a- ,"`_W0A_4F_ __ 03MM""I ciiommlo flow, O.J 1 " - _1 - - L �_, er wlkllml�m SE4,01m; $40" ON sc,00lia III, TK rouamom fAmAL , i-micii &-V�m - - rAmm I - . ,�lt 1� I PC* TIM LIAMTOO TO Of POMPEAL AmoDUCICIT swm OVAIWO &IAW plercill, sHou W Be im timm __ ; vl* 0.43 - M-MmItoi SAOZ04 W-CAtm FOR, IA,- WIM rriq ON THIS finki'DALL r PAM I _.___ 1-3 ,/a. - � L I mom V. I, " ­�;" Ill 11 . � ... ,13 .. �,� I� I I, , A � , , -If*'# TAK'not - I /4-0 TAPcnN ANCHOR * V` OC ANCK100 0 10, 0 c EXISTING POACO CONCIE17T OF EXISTIN(I POILM ,CONCRETE am CONCRETE SLOCK REOUREC -ICONCRIETE RL� REOLFIRW 0 memial.1 2 wffi�mu WALL KQUtMNGS itt"A", "Aar IA-' #­ A TZ!oxi, e, Ok � 4", , '01, '.. ;,A I ,p ..% \,\CEN e I 01�,_`1­­­Jt11_'11 .: . NO, 44167 *` . - 0 E WAJTAcwtmj� FLORIDA BILALDING CODE (Man Kqh Voloeltv Hu carim Zonm)l omc `,cmm. - 24 GAGE GALVANIZED STEEL 9M PANEL — L ff, iffiPlAi a, __.. -.- - - _ - T, ; —0m, 47/27/un . MUL PROTECT" PRODUCTS, Mc. 1 LTE C " WMA IF mm�cftwu�_ 441W &* 51 slaw . .. - MAL _AAAAAA` . 'Ift- DIM ft� 3ml. 20-175 "*w ", F, -'I- I., am --- - AN-70*� PAX: 004"'I"? - — MOOP174 _�P­ � 1�1� filittilill - � . Ill � .�Itz , I I - - 1011,11 Is Af if IN-51ALLATIO )R UF I AF I S _ETY PANEL T) I------------ NIQ 209-0 51RUCTUR i . . - - I I �� .1 .. .. I � . . , I . --- __ __;I � I ____., I � m VWO WAI � *am HEAD" � � �; - 1111EQUAW I I - _ OWWMD 9 I I I I — A . 0 FAPCON ____T____�� � %�'* TAPCON . ". - I �'tl. .. .,&.WA I , 0 a, a c, I � "OR 0 9* O.c �I I I � , I I I , t Ili) . � I i i � (j) I j � I I rl..� . I -­ ,, F - "TWWI�A " . = -F 1/7,- �­. I114, i 1/2, . I; , - " , i , � . I/,' i2' I, _ __ VIAX 1 2. ,-r- Wit, . I I � - I I � - �� I I I � � I ( I __ � I I I I--- I __ I �11 : ,� I � �, .-.-(, � � j__­_1 � �--, rr 11 . J I - ",f) 1, 0 1 , I : - p;. IF � , ,,P, I EDS,iN;j � 4: � - ! y1m:01, GLASS - 0 i IF ,t` - - i �_.�i_p I 11�1 I - �1 J` I - -I I I i ti I ="11_11 ,.%,Ki "5: , I I " I it %, Um a I . . . . . � I I ,�, W. II, I a - 11 PAkEJn LENWH it -1 I __ v PAKTI i Elko" I (SEE ELEATIC" a - ,I- I (or �Lrv,Zcol 41- 111 "I I , . � , .W ! - �, - 0 1 $ 1 12) it I , . I ON 51,IEFT 12) a � T --- I------ � I - I I 11 11 9 I '. I' %,,, . __ 11 __ I I I 1. I I -- 01 - ,_ . 2-,? i . , -�� --� - I W. .-I t 11 I 4, " 1 : , -.X,' � !" IL---S[PARAl0N - ! � ?a � I, I N 0 GLASS I I-- L/2 It. AX7 f 11 I I .1-1 ___ ; I 1 � !___.___ I 1'�* ­1 - I 1-50 011 I " I - - I : 16'a Vr = , ,� � EO - 0 Tit Vr G,z i I I * I Ir - , 'i 11 I 44 pr: "I �! F '*IN �1� , i DO I 1:�_._,_ .1 I __ l EQ I . III . I � � I ., �_ - --- �,_ __ . I , I _1 i � I ; I 2'.1, "I= . I , , 2'.4, wow - � - . . I PROI.-ItED 1 1 PEOLOWD PLATE PLATE Virtual Review I � 11-'. PANDIMIFTE IPLW 1/4 I �1 - VcHoR a 12 lIr Oc t - -1 - AW As - i j ;�; '­tI/i'pJ00s Review stst, 17c. c j I ; , I fdr 7 4 compli 8ted anda ] t I � 1 r Ppre , ance With t a 2020 I - � I - r 1 � � - � - by 00bra Ann 7th FRC - t-IJAW lahr PX23 REQUIAD PANELS "NoME3111EIL go tj .0-im ..... WALL MOI � �'�4;,_., - �!!�� - ;P. SCALE 1/4-t* ..'�CENsj`%T W.-, , - it . ." 4 , .44167 1 - FLORIDA MLOING CODE (Noti NIVIT Velocity Hur teand z0ft,E) - a , __ TV , -ms - ___ __ * � Z*. . z . - a 41mm III=, m 24 GAGE GALVAN9ED STEEt. STORM PANEL Vp I VST#4LAT*N ARE ONLY VALID FOR MAX, A.1D. � '... STATE OF, ..' Cc / .' alloo, it, , .. 4 ___, - \ ----- t_ ,�i�_ / I DEWN PRESSURE RATINGS (ps.f) AII,lou AbItt . 1- R 11LIE C 0 IN, ,t GLOUL PROTECTION PRODUICTS, U.C. Plain LENWAIS AS PER ELEVATION ON SPIEET 11 .. I 2 I'OR NEW *DOG PRAME CONSIRUCItION WOOD a KNO#4"*g ~"I AVOID 51 IMRW __ I �, 'nst" VIEMBERS TO BE SOUT)IIIIERN PINIE No Z W/ SPECIFIC A."'Lo, I `714_u , 'L VP AL� No" A 'Do' "" " OAVE. PL in" 11 - owa.-� - Owel- )M-Y�-t $0 �N-Im-gm 20-175 OENsV OF D.55 OR EOUAL - - — i P It WA,1AVATUAlo'bift C4-roomlo -.1 - &b�G MI, ________j .1.7 ----,-f-: �. ,,, ,V� I _____ - m&Z ,_ "n I I -0-0 a) . 11� a) Iz = 11! cn — co i a) -IN- -0 > = -I-' = 2 0 2 CDL c- _0 2 a) a c_ CIO o IT -a a- — tm -6-0 0 a) .Z...., cn A. .2 0-0 a 2 0-0-0 -= 0 cl — a -2 a) 3: a c .Q U_ — m 0 .*- CU %*- 0 CIO > M — -0 E 2 cn 0) Wm L- .2 u-9 CL 1E ,0 IN- C:)- ll— _0 I.= cn A< a < z z W 04 Vj " 1, .. (d) . . . 11 5 a) �' (1) _f__ I momma 4 . 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Aft 'ILL •Ili FF -hli L (v RA- j- I I�: i I iT 7t ,- PAP41-1, _- KIT_(, e 5l"` i I { i I.. n 1, T - I T * (1 IN I •..'. fir - I 1 ,' # 1 D " . r = ' c « r _ f " , -. _-., - . 1 ll,11 w, Aril •:'rail - T"_ J10 II'M I'PA ( rt1 Qr, i « I I ,I ,,,I .N ELS A M..; . ' NI �,r 1:4 ":: "I.. V�r LIDS, �,-..UA a :• IAP t N l;T,9 ' I I Bfil . w,0 a r'L,,, +V' I TTIF Lf;_Li A C iArT �_ I,hA4 {i. ,' LI!1 LP ., Wf. {' I sir, :..\`: � All' .,-AEI -- .A . P .f _ANT:._ - . rN:. -t FL , . . `_t .. - - 1 -. L.a/ AT :14.- f"'Al:ARf ,R h '.'Y^!I C^l11 --7 A r it" f ,', * ♦ - . - - (LI A .' Y F Ab ', : 1 A. 1 riE1.Jr! - .-- < 1. 1 -1_>.,I � 1 J I -'! _1 1j • 1 PNrL ._, ;'/J TriA`n SLA " Af!''' A<TL l< k �k: u�_LL J!_! ��I-i i�e�� t t r t -I - .)•' i r , tl F ..ILL-.IJ="l._ �. _._ J _ ..4��..... _ _ m_ .. - _ _�.�.. ....._.. .- -I ...m. ,m... _..._ ..�_ Wes. ,r rt@ - - ` N, NITi 7 IAfi1D1 'Sl'F .. t 'h 141iATl' is UIFL,' 'vAL:C kJ', Ao{r .y11Y ',r'EC- ,. rn 17(, ,r, o . AN�- - _ E + -1 ! _ SEE `ik LT-•`N ET 1 A A_ 7 RAA.TNE : w '. IP:- E21/18, ! EZI W/ 18 "TYPICAL ELEVATION FOR SERIES 2000 E- HANG STORM PANEL( � SYS- (t) SCALP l/'?' ,,. { AL T✓ h• a �7'iuitl NEP-RO -, *1rAL 'ruv1E'O ' i SECTION A -'A ,,,..IN.If(,I �r : A p0. Tf1!!"' zC y„E','••''• 'E '"I'. , " FLORIDA BUtLDVNG COOL (Ncrl Hight YAtDaN' HUT,€ccla Z9+..' ! Z r .5 -`707:. 1, a. - . •1 21 GAG[ GAlvwliElS STEEL STDRN PANEL ," r. ' 0, 441&T I - *T %*'. * - - GL09AL PROTEGTiON PRODUCTS, LLC.I"` STATEf14� IIL ECGI«C , `;�O �(✓-R1QP.-'`,�%" - -Zti rlwl rE6nrc r ENuuw -,,A« •,. ..,,, IF� J .,.^. _.r A -1 �� -- Pro ✓a a- .r<s.EM' LQ-i]S *W ak..an^. if lr�.�t _�' +rA,Tm h,:.,T ...r.1!!•I1'1 1ALEI • Gi •4 :- r, i s ,. E E- f t i !,-,,ii ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Appkation Number f T -R2 EX Pooled Number 20.31543 full American 5 sa PtDduct ManufacturerhUtiENa and Gin Manufacturer Address T540 Donna Road West Pain Beech FL 33409 Product Name & Description 24ga Galvanized Steel Slwm Penela Large Mlsafla Impacl Reslislent Scope of Evaluation: This Product EVM6mom Repon is being issulEd to accordance with the regwements of the Florida Department of eliwne s, and Ptofesslonal Regubaton (Florida Bulling Col on) Rifle Chapter 61G20-3.005. F A C. for statewide sompmnce lot Method lid) The product noted above has bean Wed ard/a evaluated as sunwn&i zed herein to show compliance wiKf the Fkanda Sung Code Seventh Edson (2020) and 6, for the purpose, intended, of least ogiTlYaklyd W that required by the Code Re-evelul of this Product shall be required following perhnerit Florida BtNkkng eWia Code naboos ON revisions on Substantiating Data: . ODUCT EVALUATION DOCUIBE1YTs EX dt®rg 820.3/543 UUM1'24ga Galvanized St4w4 Slwm Panels il IHVHZ& Noil %heels t-5. prepared by Engileenrg Express. signed & sealed try Frank, Sennordo, IS . is an Integra part of this Evaltwbon Report • TIEi EST EEE4i iRTTS Uniform %Uft stint leaf wtomiallca has bean Lestad in accordance with TAS 202 Iasi at indards Pot Iasi repod(s) OBT-ASG-17-001 by BiwkwaW Testing. Inc. Lard' iTrsslb impact resistance and cyclic loading performance has been tested "I accordance with TAS 201 and TAS 203 Tow standards per test repel LET-ASG-17.001 01@ Bladnnatef Testing, Inc STRUCTURAL ENGINEERING CALCULATIONS Structural onpift""ng calculations have been prepared which ev 1uw* the product bases on comperaUve alrtd•Or Mien ariaiyars to quality, the fo0owrrng design Or4eM 1 MatirMNn Athowabie Spans 2 Mimmtam Allow" Sparta 3 Wanmwm Gims Seperatfon 4 Anchor Slatting 160 Sw 12'" AvINvir SuITP:. 106, UEERrJfLD SEAcH, FLOPEnA 1042 (9541354.0660 1(8tl 396 9999 Tt AM,a cEi(,INF.tRYNt-E7PRes S.CDm ENGINE9R I NGEYPP65S Cam I�-Fal c s.TA>• -n. IT„U 7 r -111 !R h'Ai - Y- . Y E .11.11 a . PARRI h 11N. >,ESTEG C .r ? 1i11 A ,N111-. 1 1E N .. � F4A F -I Ijou :A.1I ft�_ w Pc�A t ip 3t OF I r tl ;A-Nll "9.4nM sl 1.,:a:T- l:T ♦ Q:: ii-_ I'`P?: CVS H it I; / F LA. RJ,01 -- E.y�g, ��HART I,N. J etc 1- ' ua'-r ,< xA-: 0 1 t <..,. - 1-A - I'll ^ictx< !I .r• rPN IAll- .,owl cowl etPater : of -' All Annerican Shutter, and Oats - '_aga Gal4anizid SttY l tih rn Panels No 33% Increase in aUeNaille stress has been used in the design of this Product. Separabon troin glaang hi fwl (eQwr ld for irmtaflaBom outside DI wt.d zone 4 and assential faclihlf3 Impact Resistance; Labe Impact RaMtanc6 has been demonstrated as evNienced In pretnarsiy Patel lest reportill and is accounted for in the wiprfeering design of ttea product Wind Load Resistance This product has been designed to talent Wind foods as nxllcaled IN the span schedulets) on the respective Product Evai3ation Document It a engineering drawing) Installation Title product shall be Nustaked in stncl complance with as respective Prachat Eveluakon Document it IF enpneering drevong). abog with as components noted therein. Product components shall be of the material special in that product t respective Product Evaluation) Document (i.a arlgmeeRng draval Limitations a Conditfon3 of Use: Use of this prodlct shall be in sill accordance wda the lespacbve PrDdw;! Evaluation Document (to engineering drewirl as noted heron All supporting hog sbur3ures shall be deslgrod to resist ail supedmprsed klsds and shall be of a matanat listed in Ids podud't respective anchor schedule. Heal sbuctial conditions which are not accounted for In this product's LesDacive anchor schedule shok be designed for on a site -specific iterate by a nagiffierell paleslaorwl srngrlT n , rm n IrmtaAed sink be elected Tilt corlosnnrl. coritarranMq a.� Ail wm Wnitdi am a ant ro Pr � other such damage at all Urea Thai product has been designed for use wdh i n and outside the High Velocity Hurncane Zone THVRZ) 1tes Tec:ttillw 1 SS tf @ Frank, FiennardD. PE ENGINEERING EXPRESS rI}i-.a 040;4,I ! C'cut -A3th 48X� 160 SW 12`' A,'ENuf SILIT'E tD6, DEENf'F26n BEACH, F,CC,RLOA 33442 (954 i 354-0660 II (Ill 396-9999 TEA.sr,ENGINFEA1NCFX, AEst., C1.°!r4 E.1.IME1AINGEYPRFSs CC" u .use Y.I, .C-C�;,Y k. nv -u �' ErfB. Y' e- PF A.r M m.1 SYrs �IW �.A /h u 1- O 1 _ A L' -11 +.,. iItI A b a •NAl i3Y41I� -CN .r- H r M V t. At N^ P L /il ..;'11 "I T.'. 1 Y war UPI. ,A b I:i .!" - IVY A"i'tl`:. .. 7 L. II_z -r. U A'.'t 7 d,% rV y 1. i,r t'R r R i_1 f:QLTrPT r IAi � L Rr !1 ill ill", StRW,I Iva 'w . '_, .i r .1 Iws 1 -11 1 1 "� I.T YIYNrftAN, i AWY YPAY A 4k-Wln .1 4Ir -...., a4-'+ : 1, 7 'K+ 1 F Y r'T Y1 a Y J"" cl• a -R " Tl AAA":? t Ni41, R1 F�� 11 ^, ,. •-..iris V t 4rU~0 O.- I.FwrI. W I II4 P�' P He . N ,; Ty1 i 1 A. J Nr 'f7:1 a14L1LE I. T tit• will L '� ri - .tiV ^-7 ri�24 . .. . D. , r 'axe ./ �a 1. I It,-'-A-+WL A'L T Y1^,. r.ulfllYl'!' i'Yr<'rrrw•1 Y +T,A"rr, 7 TM ,P TrtT �/Y ��� 60-111i µAL 70i1.617T11HA CID?aIAE 9E'TAjIx r.3e. 1. �N I �-"'fit• Nt 1.14j.-N.HA,. 1'. 1 P NI 11 MU. 16102111 INSTALLATION_ D 1 _SERIES 20DQ�-Z HANG STORM PANEL '.1 '� lNT4 PQURED-f UEI __qQ-N-CR-U RgC ..-AND W000-5-RUCTU ES I ,- -.._ r I-Y __4Aa i lUR1:J ' KPETE ^A 1 ' 4'. •APCD a O l 4 - I r '� �. 1-_-.--r __x� If > Af•r •IY ' .a.<p .SAC T' �0 +'Fh9Ka I _-_11.." .EA vEIC TE), Alb: sa.,,':. ® a I,r GLTE+Y # ,<A` aRr •. P.F.9A/iPEEI A;NEw 4,,,�1,,�a' FRG4+ iI x1 I J3 IECT. OT V ( I" 1 u^ 1. I - _ r_�. .- _ &E� .mAF'. a ,rdY 4 lur C>'7 wc. I fT` i d % 1' 04, I' . ir I+• 11 I'll tn;s5 I ! (II R!® I,,=,I W.". � ....'aEPaRAi_aN' - � r-a/IP"A P I E _ ,Ii,N, v _s II= "'"N xr e€A55. i AL,rUIIFFAIu it 1 r 1 "a_ I ul II (- 1, R" T r i . t F_ o 1 ? 6 __. Al � Y _ I e FA4,. I 1 - j .. .... 2 t3 ' i _ ... < ss. T:t`3 ••CI i ``40 • T , PANEL IFY-G. s I N I r c. -AF4 N i E i IL i. :j IY' i i n , y M I 1 - r Fr,71 d I s-7Ox2` 11 IRS$ i- T rl-.. 5LA PArt E - r, "-PEw !`Gs r: I ( 5r_ 1 a l P 7 `, , aAa �,€ It C " ^�� ��.rT: qtr n I • ' 1 ll r P I 3 1 i I Ii__ Ev I ( - I;.. -.; .T -j 7 T'A'A ,.NX')N LOSING rlouILG AH„r.N? 0 'i" 0I: - co -pit OR _rdyd`._FEVE 41,00 Rf Q0IRcD WALL tiOUNTiNG 5LCj10N EZ 1. NOTES All NI N nEl LE G I INSTA i A CIN AN r.N- r '.A;.I J I�'JN hEN' W. 1 .1C'.f; HA. Hf. 2 Pf1C5 LI: WITH', 4(y D r, 11 AT 5 y` MA'A FANG l 4LT . - IJP NFW W - -i NNF 1045rr2lf- '.. ) ! uEUB pr' -J CE ,,fjk_I:H NR ^I4.. r[- ?-LErITi: R DENSITY LG v-_- 'Q4 LUUAL ,.,I{j ll i v^5 _3_--_ - _ .»_ 1 .7_. . - . m c I 2'.4` liclOr1 _,' �. .. PCOL:tREL' WALL MOUNTING AMRMIIYE Ez 1 W SCALE 3/8=1' A. IA...........III " a frtil P•. 1/ '. TS ,`,(,EN .• . fLOR9 DA BVILLil COOS l',lil High Vaelvily Hi,e,•"t'ar. Zc^Ire I , y - C4i 11 7tW ^:I'l .P, G A GAGE. GALVANIZED STEEL STORK VANEL co...uaF s, 4 '�tE � f = A ..-- ........_.,, I roNc iGLOBAL PROTECTION PRODUCTS, LLC ' ` '•"' }I - ,, 0.'A- Vic_ 11 a„ ..1_- ),cw l l Rn _ t 1--i -i [1 Ii I4L ! CX3 CRI KC OYP r. .P'b •- - r� - '... - I-.; T-.vim` - , c _ I-- �K 4= :a,. 1 "_ S.rP- "N U, " F1tAelEMMKDf:. PE _ FFL-14110 A AMI { ALL AMERICAN SHUTTERS AND GLASS !' MAXIMUM ALLOWABLE ".-, F*Ar, , ,`� I DESIGN PRESSURES '_ �' I Tr ,u1, 24a GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ) I «2. A, NOI IN rES Fill 1, DESIGN NOTES: sc3 ALE a a q WIDTH ;rhtlyOTlT, POS ITTVE PAID NEGATIVE DESIGN PREESSSGRES CALI, ED - "' n1 a rt tFERP--. 10 PAIVEE sPANi FOR USE 15'1Try iH15 SYSTEM SHALL BE DETERHIT#D PER I eI �+3 SEPARATE ENGHiEMNG IN ACCC'RDANEE IA'STH THE C� �1 rcF• r+s'^LrNr - 0NN- Goy AN7 Nv, CODE fNLr`Gl RECU IRENIEMS AS a0 ('" T+P, DE TEFUMINE'D SLY 4=91ELANC E 1 if %SCE 71210 OHAriT ER aI TYPf a- "o1 5E'"TPCN5 1fItT9 r7F tHE FlOR1CA: BUtLE,iN, CrX''E SNT.LL BE-tEGA THkN 06r O !:R�p UAL TO THE POSITIVE OR NEGATVE DESitIN �> .r O}Tic" 1 2^ <rnc'i PPEs6VRE CAPAtTtt tiAL'JE5 LISTED HEkEIN Fri 4N. < i i • i ,' BOLTS W Ti+ !G -I.ERL6 Aim.EMKY AS SHOVIR C DI 1 i WIrNGNUFc A_TENB:4' AEA -! ; OVERIA.I 4; ^c Ll Pl II•S' 3 <r y I i I APPOfiPRIAT€SPANI'All GENERAL NOTES: <?'a l ) THIS SPECIFICATION HAT BEEN W51GN® AND SHA BE FABRICATED IN el K "' �` ACCORDANCE wETN THE R IRREMENTS OF till n.CPATA SUiLD*9 CODE 'i O W 0 T LEV iN 1OZ AND 12020T T P LSE LNLLO AND OU IDE HA F HEVEI PER It x T aN :nB:r EN i a is TN ti D R .1 :4 TAS 201. lOz AND 203 TESr FNGT1xOLs CtiJnTXALTtM SHALL, srNESTtGATE F ANO CCWFOR N TO ALL LOCAL 60i LDMG roll AMENOMEMa WNLCM MAY „2 APPLY OCOION C6rTCR1A 2EYOrlO Aa STATlG HCAEIH NAY REI"t: (jy v i I @;:1, 156' ADOn7OHALSCTE SPECIRCGEN.ED ENrlNEETI _ NO 13.1d3RY INCREASE iN ALLOWABLE n.TRE51 NAS BEEN uSFLx tN 14E j. y DESIGN OF THIS 5NIFI 3: THE AM-NTW TIE NGTIll OF REYDRD FOR THE INCIITY_T Y I / Fop T 6T INTBIGRI IWETf WHiON THIS DESIGN Ls SCO TOTS e R IN WNI H � .. I E �A Sort THE In OCILLO I OF ALL THE INETING 1hrSURFACES ONT TO Tk11 DELYar WN1CH PI �__..._ ! 1 tit';CAA;D A7ED 6YX'5E 902.GhEfli ACt III s + S.PAPATT'SRT-SIKtF{C'SMLED GNGINeEPinGS +N.l 6l P�jaJ IPfD In QQ I •, .< OR9CR N DMATC PROM IOAIOCRCCTtON6, OR 3NNLG CONTADreb t' Oc-cM -ciu- _I HDIEIM. CONTACT T1/tfi ENt.`iF,EE FOR ALiTPJt4TE $PAn t-J1/.CNUT7011i AS .+� rCONN TYPF, AS-t - -�-_r NAY 6e Rec also � n ri3 31 RE.•L7. ,- J 1 me 5 TM OITAILe6 ""ON IS GENERIC AND OOI NOT PRONOE ,N ,R P.0.J91-- - II(FORN Al FOR A SP anc SITE. FOR sire co, s OiFt .T glom W I $ p ` ` g ) 17'.l THE CONOMONS DETAILED HEREIN. A =101SCO INCIN TER 9R UGASTEFirl E(i MAY F l AT T ANENT t KTSNAL►RVARE SI171 %PKIFIC OOCUNINTS FOR USE IN B Br7'riOMY GC4At4CTTO4 L1TNn Tn1s F OCIlilr 9 `iti' 6. DP4GN PRI550HV, flOTE-D fitREIM ARE &MED 5N N§%1M 13M rF"F-O 6 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURESDIVICE1o6Y0,1.s9RAErrFACT9R. A N - 7 A /As}�NEp6 To 9E '{� ?a OR OR 9 Z A UNSC etOTCG ii,1 ELEE'ATT ih OTMERMLe. iASTEFEERS WWU 6E CADWVN�PIaTEb OR r14k�RWESC PI COKP:'OSION-RESISTANT NATERIAL AND SNXLrCKPLYYriN'SPECITII ATIOl4 Z I FOR wLUmtNUM STRUCmrP SECTION 1.3 BY THE ALWdYNtH A650QATION, Qf i ;.. a INC.. 6 ANY APPllCA81E ;MERA4 STATE, ANC40R LOCAL COl- tJ a lop P T-fM RN PA a AV LxJ Nail SHALL Of 24GR SRM. I.9.OZ 4" Lmar r.('..]f•,}I TYPE. 4 STORM PANELS `U C CONFORM f0 ASTN AG52 STR . KW,L9uALtn Ci i K- RE Q'OI� (SPAN AA.N` aTrrL CbO GALVArc121`D CuATOtG WITNP MSNIMVM Fy NB,i i(51, W {' 4 L$yTRkC^.,A'• JO A4ALUa"VNEAT"EONSZM"6E6063-T6AWyEN L04ALLOv, uNEESs AASI OR1Ert ME- : r i I I 1 OP 6 9OTTON 01YARS Sn Voll MAY NE [HT*Rt A NEu As F1etD ill BOTTOM LID NOu I10N5 DICTATE. PANEL', NAY 6E MOUNTCD VERTICALLIF Elk J I j Ill O 1TALLY AS APPLICABLE Q _ 1 �NT I CONCRFTR ANCHOR& TOTED HEREIN SHALL R FMRMDFO TO- y�0 I j lC t RS NON-CRACI Ib CONCRETE OII LY iNSTAEI ALI CONCRETE ANC1H15.a PER ,s. ^i AS q'EO'D) III MANOFACTLI AERS REtDMPrENMTTONS. `Gr, ( 13. THE CONTRACTOR IS kWOONSID" TJ INSWATE CR PROTECT ALL 1a� Y T --1 FIENSERS FROM DM Mi AR MATMIALS TO PRELiNT CEt.OkCLYM Z 7 fF1_T �.� --:yO Tr.nI r' ;Ya I4 E"TGINEFIR SEAL #F[NED HERE TO vAtIfi 3 STRUCTURAL DI - I ab € r .,, z THIS Y NT t r .-.. n nr LTA o ;^ j Arr Y uA<) - snow ONLY USE OF 153PC{E r noN 9 o Au�oR e1 t i IN IJOIIFIES a SAFEE a Apri51 Fr l RE.eER ION ALL NI MATERIAL T A ANAriE1 G r IN 1 2a ! ! INCtupl Na; LEGALTZINRECTIIUTFFEESRFSULrwCAIli ES8P 1 I StFABRICATION, ST>".'CM ERECTIJH. 6 <OHSTP.JCTEOH - RK[1CCF BEYOND THAT I i n i I i 1OU N` -K N Is CALLED FOR eY i]CA4 STATE, A FEGe AFL ,.ats 6 FAl1m ! 3 iOMATIll OflEGS FLAW _ ■[ 'Oi 13 lll"'I AS lYIlt LLY PRONTCEO ""R1111, NC 4""1CNIAl. I F I "..' lorP ADD ANS 0 AAE I TENOFG Gy LL f 1_ 6. ALTFRATM}NS ADDITIONS 4R OTNW MAAKtNGS rD T/,Fa 09CNN['FFr y �fI J- IS I re1Mt'REO AHb DWAUOATE T"IS 'LPT9FIr TKNI 11 10 5C•TT7M aM7UN7 IDONCV -'' 1 Lm 17. vANIL'+9HALL B€PERMAIN EIN LAWLW W SA A PUNINUIN OF (U it .A6Ci P 1 ($VAN ITELC1iM J AER EVeF, It; Ever CoVTN;w NG7kT: KI.4.OIYIN YNFO,,rr* ION' , T1PE A5 REO ALL MMEPIC AN SH LIT ERG AIIC GLM"S '0e5TRu:TltNtl WF"AT IYALM BEACH. R AraELS fAAY aE iZT " vEL-r aS a(rjG7Pr .)` i hjn-L l,, to sTil 1A'. 201, TA$ 24Z & T,i i0 vT Cf=D THA CC NNr?Cr10N5 AtJC, ate, TS ".W1TN :rASnERED RORIDA PRODUCT APPROVAL NVNeEP 7 aMa1f WN: m.Iat>RsARE LA_ n'Nrc< AT s17 "AINGIAIT faSEEN€1 a ZO-31543 1 -P'AN' A2uv E A BELOW.' CBSIRL.'I ION CHF_FLAPS 911IDSPAN (U :E _- _ nyPROPR1ArSPANT,1!LE VISIT ECALC10131&43 ! $ja VERTICAL MOUNT ELEVATION I - A� r ',...,I NOTCHED PANELSi 1 NT.s I vATlafl �>«NA� RNALFL^,�:PL�Y< ..M._ E ifl ALLOWABLE PANEL SPAN & GLASS H SEPARATIONSC EDUCE' 1 A :F P �'. A - II " r.. k,14.1 NF. A4 11 All. N. a IR y1 r I N t b' N '•;PAT PIh P rG A fl aII R :r!0.) °10.r4 PiW"1,'F ,RA + III'.AN W1 '°. ':';FAf:'[ -... __ - . 4F 4, 11 "" 1 16:, S 1" 7 u: ' ,. 13 NP 11-� :rNAN SL.HtUULt NU I tS: rill . 1 TF ati YLES1[ DI FA IN 5 PA,4€ FAS ENEP S lr , 13 Z, PF H P'Ai N { A :1'TA N PA NI V Lk BL- U NFL. >fr - "" 1 u T rvN e 1 A E 7" Val E.P' +C G'T.P. PLr.L & o If6r'11E IAUS lE'S I.AF(UN E�rJ AL rrG I ,A , WE. I t GE S. '1LAfa eaEi A5 E'VEP AL=> JU 1 Ds-1 ( �lN LN('RJk wi M AI 4 fAEaUNfir t tw LJ57tl?i:+ I.i n it E AN L{ € E SE 5 P taT 'T€ GP.L INu rA t'r-E Yd - A : L Al- IJEPS IiY LIL II-E141 E ,_.. AI'rfP ..&r€-:k--:F"'I nl„N€R E LA SEPARATION NOTES: _ O sss _ -- & if ] R "ASP "I a I V P I _.. vll 4 P+MI Ise- r(416. II 1 LN L .r @ME r A { A 1'. Hr r V P T` prF+.al I 9 L ^.aAN E i N uT Jk FP,',)Et M_ fS 'E J hh- iCl p FN E . FEE' I r [Sir. • t I EMaf I E.a,jl Ev NOI I. F N1 " ITi1 E tl.'A@. t, Ll tlL II"Ir1 Lr -1SE d E ":5P.A a^Tlx. ENAI@1 1IFNEAr ls.�."•� RC _ 1, SI F 4 '4 T r NT,c 4 1 4 G i i F) € ;S E ha;7 rlr 1 _.,>CI 4-Ay N .CM -I.E . 1 w," I. -µPAWA''i',y IP,A',..E I ,.", ,1 tv+ET; r . nE,!.,E1.E[,a J --- - - ••N . .,. +YA, MINIMUM ALLOWABLE SPAN SCHEDULE : g L } ' TOP MOUNT b , i v 9 C 6 " "$ E ,m t! 1a,7 51 � :;1 s' All j I �I TI i"I 3Si D� I H MAr10 73 'i' 2 S .r D .t r- _ �r N awaaul N44«>- r Tt' 2- 2� 'r 0 'r i -a h in 5 6 3t f Ar. Y - 1 Tl' 5 .I' Yf 'R" tit 3T Or f E° I- hI, JP E' t X% Al4� 7ff 4? 4A' � al i O • 'A P ' s 'S TI' .:- 7Cr' � 3i' = r 41 6R= .7'maux .,wN < 4" aI. h1' sun ° d9 a 7 r' rB YS O r , ' ati' _ T ._ r Ar b xs ii_ A 2 ! A 3D' 4g 91" .. "WP' 4 Nr Y i-r A _... 6 1 5rw.�.... A 1..•I aM1NA, 3' x. 3' 1• 30" '9• - VT P" 'a.. Tfp I t is .. I. '6' LIP u t T AN- 3I 51 S.? �i 1_ ;cJPT1C?NAL tNiERI_C?Fi: 1 PrsTEN1!LJ� DETAIL {L N' ' "n M n Tu 1 F5 ,Me� � I, -Z Wu- I-> a a. < W L m j W a O 'Ic $ R S.l n J"W �I U It L` « va W pp LL5 O i WlD i.. k... 14'.. .. _ Q A 128 & 0 =I,l,i,, ir;1i O A > �_grA ,., a-N'MIn � --irk - g 3 AOJAE9NT � U= 4a8 O P A Q f Y i e `I - .a-i. •^ wit , J J Q 1' . . t iA If i lesi s aR3R 1 A5 7 8- I., /j p / f-,#�`•a� 1 3 e 1 •rise=. N :, I I w ,..,.,rilit�"yIY As., d' • � 1, ppFF. } y ^1 4 t " - t�t ee7 - i 37fa R a..«A7I..wueDAAru.a 20 31543 _. f!M' .OPTIONAL ECsRES'ra' PANELA IIFT41L. `'...-' FASTEHIry, .,..: !'t @FETFRIOR �`E Tl. sAMX PMNtL34 ,,& -- 2 990-�2 2W �'{ 3 i ' ooa4^-ro:aa' �_ I v+lv>1.1.. ^�'-�'. la 2 25D-+- t01- -009i. � O,iSD' SIII A94 j .I '-'r .xi us. q �c6I ... k.la5' _ Lan O 12s' 'o $ 1aGa 4cS .094• "° 712tr � 1YR. ^'A rrP � T 9A �$ 094' n 062" ro Suit+' G6 9.f 0^ 1.43➢' _062' cc 1: w 1i-o.twz �7 ' '�.062' �-� � � T-a 1T9^ d �3s 3.0➢D• Y0o6a' 25tr -i a.➢D i- -.I 2'aw l- rYP a.0�° L �� ^I 2Ai0" (�' 1�_ f I Sal- 11a0" 0.2 •_&M &V M ,F �BUILb-eln YJI' MEA9DI (� 8,HAr CLAM- `L' 1.5L 1.Sl JLS60' �510 i'3. 380'� A 31 I5 0.376• �rG-.i�3g'} 0376' I�6�2Atk ] "Oct I 0,011 6895' 0.190'-ytl IPObSi {-' I rp"65S O.lsol 100T I1f Al i 1------- I—- PANELCOVERAGE Ll�--y1�+ y- .�i+l 0��F�JJ- .aB6' W2 14.BT5" PANEL LENGT 1eA"I w ITN f l t[a E0.545• 0.5 4.1S0' •T� DASD' a• ' S g II M� fl U _ wteCsfoN �7f� Or57� i. T- 0.099 r� �© -.� ',..-0:g9fY MVPFM,Yr 0 .ins D.11e5' a0 Ter .705 TYP _ a.i 2, " O,OaII•'•.,_ E/1 TYP a .FN Bull " IBM% r•�, 10 P: D.�/a,^e• tRA0L.7c � o r w r o:9s7" � 'lf! 6 'a-- � f 0%13 I 0376, '-1-' tt t o t All . wTtf P i q L Uic 12 �qj d 4 if - -I L,L-I1 - i--s.tY}O'�OTTayyaP►S'"�•� Pa�t3€o OC 2 y����+++ g 2 u,r44,.rr:L•rw� 0"I. AME-�1L.lttmlem7 S g } !$_ �.`­­, Ir--. I.: c OVTStUP , Y,CV'�OTS Jr.Til I.•a9AT0'r sin I$ : 2S' WNr Lux •:e � aI g q' INaX An D M,61 RE PETA& IL P O.if3B']• _ r.-Iu: •.,A«e,R I2S MAY, 7C 1fAX -Inv ,tux . F...re._ - 1V '.rATr tY se.-ai'en IR14N dw ,l. a GUILD-IX7T •i:'.ern -Yr .n v- W aN rFFreK [ISr CE OrYrN f+T.r 1,9� {� r.RR' A.�AY7«. 11��+/yea . fl".e-i .a:rC.. y C 4 �-W">. L_IlL'il., At10,3'D*A.%<Tt c'h PEED ■ 1.000' 1 3.92W I *, Sr` err lNalP ­_t__­ aaNR,Y,�.�' <T # i OVERLAP12 b i q. u..,7 _ n4A3 •Y wL. u41 a"..�'+r r` �.25' FNN 'a`J r.T fll, 1.500' x MIN NA4s., 1-.12111 nit[ 7/ IIF \\-N/ -. 4' Pf47t. M,Sar . v I ul a s t L_ M "A-,-? ao7 yy P l T,'M'AP"• i aa. : f:'LCORNlRtt6PXliOETMI S+•#^r^SY..N?,r•va'Aw t w.A> -- { aEO X .Wand lkrY r N roA/t <LDM,rAE•rl�,w , rr.5a. I6Q ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PAAE'L FASTENERS O 11 S' 0 C 2.3" � OUTAMIX - . 'a � r MAr atataY YIGN00. Peesaeae mE ear 1 A - _ COIN TYPE c9 a p Cr CDa11 TYIE cf a ca a ca*" TIE c1 c2 a c. f6' I. 4•CN al 0€VAf utioA elf _ li ' 1 .5' 2 b ' I. 3.lr 4.9' 12 .5 1b. 0' 30.2 O' C S' lT,. • 92, 16.01 b " U a"• 16.0' IL&" 9.0- 12-S- Ii-W &I" $.V /25'" 16A- &I. 5.5" L2.5 Ill , 360 2a. i' I6.C• 411I & 4.r 1P.3 Sill Ia a- 16.a' &l a 1" 54 A4' 12 S' t2. 1" 16.0, 6.1 .O' & III 1 34" 7.1" 12.5' 16.0' &1 6 4' 123` ]4.0- tl" 5. 4" 1TS 1b.0- al sA" +^ I 1 a• IIAI 1 ,r U 13 7r t DENµ II RKON 41 tAV Sa '.._YC, ♦a :E rs 17.5' fa tl' 14 p" LSO" 12.5 lee" 19A' 12.9` R25' IaP 174 111.1 1 s' I6.0'• & 1a 12 s^ 6 .r 16.0^ 0 9.. 1 5 2 tl 4, 16 7 9" iL 9' 13 f" 369 11.! 9 S lT3 160 11! 43 17.s' sat is Ia 1 s a 1a, tx.e Ax fill "it" I A A.s• lY,T' 36.Or' 11.9" I.S7 lit°• 14.0" 11.! AS" Ia. E9.0' D it D.8' r7r FTl NN.rt 13 AIL i -7 e0U0 am 41 4e �r q.fc� 73 M!�.s• ='2 L3,i' I&O• Tali• 96.0" It I" fa.8" 157' i:.A" r21" la 0• l a 11 9' 12.i' 16.1y' Idl 1&4` a2.5" 16A" I2.91 ll mi- 16.0' 1P S" 10.7' II.S 11�5' IS IV, Ise __ }a,4• 137 12.Y� 125" 3L7" 360' 16.0` 125' ILs 106, I0.6" tz% Ill 160' 123-106• I&V 12311 1As• III, 1 TA' T ♦ rmMa Y 1: I/r 1 M IRA,. K. � . L 4a X t-1 71 11-5 12.T' l0.tl ]&l1' 16.0 f6.7 ]& 16.0• 1P.3 12.7" 160 16.0' 1a C' iS.7 to 1" .' I21 12 5' Ib le 0' 16.0' 15 6' itS t1.3" 1Zr fat f6AT 1a 1" 123" 160" 1S5' 17" 125' la 0' 133"!1 " lAS' 16. IS 0 331* 32.5" 16.0" 15.6• 111" 12.5- jul JS JI 2 P' 0" Y' 1.2" 1 1" 6.0" S' iLS' 4.. S" T' ss-tom DESTASI - 14'11.1F4"CNOra 1:'. .Y WA11 ..".rwnN 41 48 fl--� SR M� .2 .p•. r•VA'.mtn.• 13 +✓ AlI r. ,R.w RN ♦3 48 qp��SY EI _� 72 6,TS' 0.2i' 6.25' a-s- 12. IZ 7' la1' G2s" a7• 71• 6.6• IS .1: is- 67` e13' I, 7'• aI " 7.1' 625 6.4" 1L. 9.3•' a23' E.4" 4.21T' &25' 117^ s21^ SO.e' 6 5 2 A 3' b 15" D3" 633' 0.3" 479- 9.T' A 25- 1' I3 a le, I.,4'--i 11 T rrN S,% 4 AtCBN 3 4e q.--....rr_ sl ;2 12.s' 13.s' aa0" 7-s' 15.6" 6.b' 7.1^' 2" S,i` Bill. f7A" A.3" 1. 13SY 1 ,0' 4F"' AA" SOD" 4.V' 62S" M.4.0' it..'i i]i' 3,1" S.a' B$3 19.1" 4{ 4G' a2#` !e r" It' 0' 4 12.7• x.r 4.6' 6.Ts }f.r 4, 1" a.Q' Cwxs' far 41' 4.rJ• &ZVI 10.7" 4.1' 1.0' &29 107" i l' f.0" 6.23' /0.7' 4.1' 4➢" � 1 •L•E-�-� r f 3: ILL IORtTs SOLID SFr q y N T 52 LZY fee fat 133` I23 f6D 9 7ir 125 lap' 6 0' i 12 S 16.0" 1 L 'N7' 12 5" 16.0' T P' 0.T' Ill /6.0' 7.e' 69" 2 SI.S f6.7' AT 7.e• SF.S•' 14.11" 7 7" 6.Y' 12.5" t6 0• 7.7• 6.2' 12.5" 12, 5' lab• e.r Sfrt• 7 I• 7.2` 12.5' S21 113" 76.0• 7T' b.Y' fa 0" T 7'• 7' its ib.6' 7.7' 61' UP 1" 160, 7 1• 6.T' 11".. t U" mmu 33 Y11NN1'A....... .7 M F: 51 72 22 7' 1B.D" 6.4" SA' 419" u,5" 4.4" ..I' 'L 10.1' a o' 3.7'• 1Y:5"' 1A4 &2 1.e• &25 9� '" 34" AT 625 9.1 S6' 3.9" tL85' 7 .S 4 4" A 4.2' i 2 3 25 1 15' 9.3 4.iS' 0.2S' 106 41 0.2 13' 3.6' 61S" 3.3` IS 25" D.3'' YE" A3"' R2" b14' 01" t,S 3..3" SY' :.:' 113" 314- � MTAHM -y4 1F 1 U" onsets IS ptpwmg - Ma 1� 1.110, -I 1 M' nI "toruT•m t2al1YY77[ afflrM! C, Q ca a CI c2 C1 c4 CI ca C. 0 V a• .7 BMLD 33 I. WAM 4r p(}-��� 48 Hl -�•�•� S2 72 LT-S- 16.0" 2i.9" 709" 1r S' 3 60" 1a.0` T.s` 12.5' 0' b. " 76.0' 16. 7 I. i cr' 36 160' 66' 32.9'la D" l39' 6-1 42.S' f40'ia f' 6D" 12.5' 14,0• I&O' ) 5- 12.S 160 Il 6.17" 1 . ' i s 36.0' 14. ' Cill T 11 S ties O" is 16 0 160' la"" 6 9 12 a0 iA. S' 166 • 160 4 ' t } E la 7" a0^ /2 S' 12,T 16.0 it 60" 7' T' I&0' la 4.T' g +17.1 rL'm9ac L S3 wtl002r'NrY( 42 46 1a 72 tl•S I6 O' 16G" c 30f IL. 1 0 12-1 T•O" 2LS 160 10.6 67" 12.5 16o U.7" &7 32, 5' 340 9T 5,6" 1 T5 0" 7' .6` 16 R 5 12.5 17 -9 11,5 311 1E0" The t1.1" 3'i0' 951" 76 1 .3" 6,41 Ills, 2 4.6- 1Y,S' 16.0 U 0 Sb 0' 96` S•S" t -6" l e- P.6" 3,6•' 12 5•' 12 T' 72, 5' 9:'• 14 0 6 5J 3. " 16.0' 0.a' 6 140' AS• 56°' I 1!'I A 19 H•rM9t ?3 TAACRa•CMS' 41 y 46 T e•If�► 32 72 r2- t2.5` 11. jCq, C' !b-O51J.3' 16 C' it.i 12. 12.5" 12.5' 34.01, 150' 1f 0" d.5" 9. a` III 12.5" 12.S' 22,51' 16.0' 301.21 16.0' U_ 15.0 9.i 12.5 11 S' 15,13I' ISO, Or' 12.5' a1. V, 16.0' 34, 0" 9.1 91' 72, 5' 13.f" Al' Tf ,Ter' 1: A.I I,MI NRIi; 42 P M wuOD ws9aLC 46 Sf C Im 5L fa'LaaaF ai Ll'S' 4v eb 7. 7 us• Ss.s•' 69•• s•1" is• n.e• - 4. - .3 S l S a. 16 of 7 MI 5.4' 2,7' 1 1 :1•' 4A " a 3" 6.2 ' 1 12.5 1T t •9" 5 50 24' & 12.3 4.7 a 1Y' 6125' 12 S la 3 S' 4,a 6.R 12 9' 4 4_ 7' 635` aa: 4. 6 sY' ] 1.1" 4 Y" 4A" 6 29" 1'i i" 9 4'° ♦ 0 629' ANCHOR NOTES: AlrQgR QEDU A T REI Lr I i 5 LE PPUCS O ALL PRaDtX rr3rTIFED FIEREIN, BUT CN PROVIDES MAXSNUH N10NABLE ANLl10R SPACING, MAXIMUM ALLOWABLE SMAr15 AND PRESSUt� I/tD)LIIiED IN SPAN SCHEDULE STALL AP1PLY. 2 ENTER AhL)4 SCHEDULE BRSEOON FwNEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL.,a TYPE N GREATER THAN AIiCFCR PE SELECT DFSIi LOAD .. EATBt OR EQUAL TO IEGATIITE DESIGN ETTE LCilO ON ti1KTRER AND SELELTSPAN GRT31T ER THAN OR IE()IiAI TO SNUriER SPAN.SEt6r_T CONPIECn(N TYPE BASED ON APPROPRIATE MOUNRNG %C.aA DITECM IEEE M0LWnt G DETAILS ON SFIEET 2 E FICATION T FOR U1 NT1 OF C70re'liG IDN TYPE , t 3. 'PAIR FASTENERS' U IN MI All UNTS 1 .l STUDS SEO _0 tPAAE 0Ha WITH F10 f' A U VAL 1 "P•-r t + o AN F P I -AND S UDr E ANGLE IOC 00 5 LUD O C P EL ASTEHER SMQNG tAalE VALUES Nix 1 RLL'H' -AND 'U'.FEEADEILS NCEUDING BUCLOOUT CONf$TItYiS a ) 4 ANCHORS SWILL BE INSTALLED IN AOCd]ROANKE WITH WWUFACfURERS' RECOMMENO,uTtONE. S. FIOUAW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTPI CK BLOCK 6. MMNTN Pl4BEOM W SHALL aE AS 10011D IN ANCHOR SCHEDULE 7 MMM1H eMaED?4eW AND EDGE OGTANCE EXCLUOES STUCCO, PGAN, BRICK, &NO OTHER WALL FE NISHE4 WALL FINISHES SHALL BE LIKI ED TO 1y4' MU OR SHALL BE VEEUTIED BY OTHERS TO ADEQWTELY TO ANSFER LOADS TO HOOT STRUCTURE a. "METE AN HORS NOTED HEREIN 5HA11 BE FMEDM TO UN-pUC10'LT CONCRETE ONLY 9. WHERE WErAG SIV41CTURE IS WOOD FRAAINIG Tf MAY V E EXLTi WG C01AITiOI'fi ARV, FIELD YERIR' THAT FASTENERS ARE INTOA TE *OW .. N[4 Tw . F IE pun MEMtS6t5. NOf PL GOD FASTENING D!'QDA TO FT,YWOCD IS ACCEPTABLE ONLY FOR SIDE CI,135URE PIECI''.E*. 10. WHERE' ANCHORS FASTER TO NARROW FACE Of STUD FRAMN6, FASTENER SHALL 6E LOCATED 1N fENTER OF r4pN41NAl a• i M (MIN.I w04D STUD [[%' EDGE 015TItICE 75 ACCEPTABLE Pt>L WOOD PRAAINIG}, WOOD STUDSHAII BE SOUTHERN PI74E'G-0.55ORGREAIERDEN5TN LAGSCREW SHALL WIVF PFa PS PAN tEJrO HEX LLI OR HEAD 1l REMOVASLE At4-'910pC, TOTE OEWAU PANE 1.141 ALL,VD MS S0.1D-SET B BRA$ BU91N6 l2 MAOQNE SCREWS SHALL HA1fE 1%2' MI ftIMIM MGAGEMENT OF THREADS INTO THE BASE ANCHOR AND PUT HAVE EITHER A PAN HEM, TRUSS HEAD OR W16M HEAD (WOeWALK OCIn u N.O 13. MMMIM 84KOMOR MID EKE DKURCE EXCI,UOEIS STKCO OR OF HER WALL F3NISHe$. 1i. jr DIEG GNATES ANrWW OXOtTEONS 1AMI OtAIrE NOT ACCEPTABLE USES. •5 DIRECT MauNTING CCUMMGRIDM 16 UNEAR INTERPOLATION 1S NOT PQt MC1TEQ " U5e WtTN TIIE ANCHHOR SQ4EEMLeS UETUD GN THIS SHEET -4-I N N _ � -0 _ C6 > N U N O C- +-P 'a a O 0_ O C Co -0 a- c �=1f.��0)U O C 2 O O 1 U_ .D a) CL ICU 1- ii .- V) a< Virtue! f for Plans Review Reviessist• Inc complianCe wcompland APRNR MwNAM+�0r ra ,•. A A5' dN �; �I Ed .s S m r 11 L � C A ID $ti E Ith th20FBC pprovedAnne r PX?3 0th fditioq Cn }J CD rid C WPMJ U) =3 CIO I O L w (D U C-10 w I O a- 0 W L /����I] \I ^ M W LLI Q Z Z /._ li SHEET NO. IS 1a 5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DPYLOK K CMIJ - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT T JOINT 'NT r WINDOW BUCK TO OUTSIDE EDGE OF EDGE MASONRY SUCK WINDOW SUCK BMW /-2) SEALANT JOINT T FROM 5) SEALANT FROM INSIDE EDGE OF 0 WINDOW FRAME FRAME WINDOW BUCK W K - tI" DO BUG ACROSS WINDOW BUCK TEND To AND EXTEND TO WINDOW FRAME 4Y MASONRY ATTACHED PER CODE 6) TOOLED SEALANT ED REQUIREMEWS RI G BEAD BRIDGING CLADDING CLADDING AND WINDOW WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW SUCK ALL THE WAY AnOUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE 1041 Fila APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATE! TWIN TRACK 2,5 14" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE '%r SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER '"I WEATHER VE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY UPPING DOWN OVE R RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J015 UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INS rRUXTIONS: 1. Cut, fold up & temporarily secure weat her r resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tare U2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FWP01 FLASHING INSTALLATIDN AFTER WEATHER RESISTIVE BARRIER DO NO BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # j in each detail that corresponds to the numbered items In the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (61v x I i" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 8"CMU E AM FwP07 2X FRAMEWALL---,_ TILE FINISH--, 1/2"DUR0CK------__ FILL WITH GROUT .,A SLOPED MUD BED ,j7 VINYL SHOWER PAN SLOP El A EFTY-11 MR, 2 VA I I V Lel ZA 510101 MYTI 1 3/4%1" BEAD OF CONSTR ADHESIVE TO BE APPLtEl THRE $HOLD OF DOOR Ar, UP JAMB 6'. USE L IOUR) h OR EQUAL WEAT FIER PRC SECTION -A (SEE DETAIL WPi SELF-AD14ERED FLASHING SEAL TOPSOF JOISTS UNDER DECKING (SEE DETAIL WP07) IN SELF-ADHER VVEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER XA/P1 1 T V WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall .3/4'-1' BEAD OF CONST R (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPi IED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6" USE LK)IJID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EULIALAfEA [HE R EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER > WIRE LATH R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D225 for Type 1 felt or other 81-18FLOOR a roved water resistive barrier shall b li d o t d h thi f ll t i II N 15 h l f It h ll b li d " pp Opp u ea ng o a ex erro r was o. asp at e s a e Opp e hor izontally, y, 7 7 with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIMJOIST felt or other approved water -resist ive barri er mat erial a sh all l e cont inuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The V_ individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance I equal to or greater than that of 60-minute Grade D paper atid is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. ISTALL SLL­Af,)HERF�0 NEEDEDINCORNERS ASPHALT ADHESIVE ADHESIVE ASHING JbMb & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied _A5PING, oaf FLASHING -7 F­-SELF-ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes -ANGED WN00W I ­11� E E DE fM WPID Ij used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with E FOLDING SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE 1CLEND A 14NINIur.1 6 ADHESIVE AS SH.CVVW P contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as L TiCALLY I` POM DTTIW OF 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: k 1 . 1I.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 fleshings 2 shall comply With AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exlerior window and door openings. Pan flashing shall be sealed or 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 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 4 1,2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance With other approved methods. WP05 W P�� 1A In accordance with FMA/AAMA 100, FMAI AAFAA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. INSIDE CORNER 2� 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, With projecting lips on both sides under E stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections, 7.7.At built-in a �A- Water Resistant Barrier utters. :LF-ADHERED FLASHING TcH ,HFRED FLASHING ,,2 rf 5) WP08 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT 5 rRIP OF SAF Icy DRAINAGE PLANEVVRB BOND BREAK WRB N SF LATH DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF > I GE AS AN AIR BA�F�4RIER % V 1 17 INCH FLANGE I THIS GAP IS A RESULT OF -f NAT URAL SHRINKAGE DO NOT SEAL. \-DRIP SCREED PLAST C ACCESSORY SOFFITICANTILEVER Lath Sheathing Stucco LTA "10 LEGEND SELF ADHERED FLASHING (SAF) -.0 0 DRAINAUE PLANE (DP) WEATHER RESISTANT BARRIER (WRB} WFAr BOND BREAK _ THER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSU, PLYWOOD DFNSGLASS TRUCTURAL FRAMING TnUCTURAL SHEATHINe! TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8"Cement Plaster ement Plaster 3rdance with C926 is metal i accordance STMC1063 ig Paper J.S.B. iing ade or similar ottorn Screed d As Per ict. Specs. mentitious live Finish le and comer will I be miter I caulked all its need to (ed using !-de or sim. )r all 2 iproved nth Edition iQ -P-0 CD Cn :> CD C) CL 0 0 co -0 0:110 4-0 (1) 4- = = co -cu co 0 2 CL C .0 LL CU 0 Cc 0 Co > Cn (I) Cn _ (1) %_ CL -C= --a CU '40 ccn< EX. • • • 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— SHIIJGLE 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 SHIIJGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PEF PLAN EATL TE: - LATH AND LATH TACHMENTS TO BE OUT OF RROSION-RESISTANT MATERIAL 99- 1 1-011 TAFE EDGE OF HEAD WALL FLASHING STL CCO 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 C014T BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 11- 1 1-011 `v M z 00 HEAD WALL 0 5_�11%\M 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--__ WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN v' 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. > L j WALL FLASHING O ) �--► R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT FIDING 0- O FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O L PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C C5 'O �- WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .� U CD WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C CU cu C/) SHINGLE WATER N -0 U -0 SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c 20 .� N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C sZ C O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O OVER FLASHING TAPE EDGE OF COUNTER CC C % -- CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE M 'p O O 00 °0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn O L- Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 2 CU !Z CU FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT (— -sue .a C%) Q 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. 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 z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE 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 co PER PLAN TURN UP WALL MIN 8" CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE "v "v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING z PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" 61' wit DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE —FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL WINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE R O F TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. P 12 ,-o„ W P 13 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: 011 00 STARTER STRIP °D STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND 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 lo INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD /11 CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION - 'Z' CLOSURE INSTRUCTIONS co1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 STANDING SEAM METAL °° REGISTERED DESIGN PROFESSIONAL. �{ Z CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL ROOF UNDERLAYMENT TO 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS TURN UP WALL MIN 8" 250, FMA/AAMAIWDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH u TURN UP WALL MIN 8" 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. CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. s 3 - ROOF T WALL - STANDING SEAM ROOF TSIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 rr- 1 1-0 WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. JUN 2 7 M3 VR/\ Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 V z J a C CU 0 L Q V O L CU m 4 SHEET N0. WR2.01 1+ I I 5 . STUCCO ON FRAME — 7/8" 3—COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2— LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-------__,,:,_ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN fA01MG If_ 1 i-n„ WALL SHEATHING PER PLAN STUCCO ON FRAME — 7/8" 3—COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL ---- PT 1X BLOCKING COUNTER FLASHING 50 PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"—� •: ' : ' ' : CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- — 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION —RESISTANT MATERIAL HEAD WALL ROOF PER SPECS YMENT iLE OVER E ATHING I E -ASCIA IERED WRB TO OVER WRB ON .OW M BRAKE METAL WRAP 'KER ROD ANT Y MOULDING BRAKE METAL :)N FRAME - 7/8" AND FINISH STUCCO =URRING LATH ON 2- >F WATER RESISTIVE COMPLYING WITH 156, TYPE 1 (TYP) ATHING PER PLAN RAKE WALL WP16 WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA& SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRI HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN It= 1 1-011 HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING — COUNTER FLASHING PAN FLASHING 6" MI ROOF UNDERLAYME TURN UP BLOCKING CONT SELF ADHERE TURN 3" UP BLOCKIP TILE ROOF PER SPE 2X NAILER SECUREL FASTENED TO DECK ROOF SHEATHING PER PLAN FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER —RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY Bl' PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO IFTHE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER —RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER —RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD —BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR —PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER —RESISTIVE BARRIER IS DIRECTED BETWEE14 THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED lo MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE —FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL G COMPONENTS. 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 AA.MA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 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 MANU =ACTURER'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, FMAIWDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSEC—'ION 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 ASSEIV BLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT—IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. JUN 2 2 2023 Virtual Review Assist, Inc. Plans Review completed and approved tar compliance with the 2020 FRC 7th Edition by 09bra Anne Klahr PX2300 N Cn 'a CU > s C) N O �--+ O � C Q C5 O C O C r O U— O O .� Cn a)" .� O Q O CU I-- � - U) Q Ca 0 L CL 0L Q U O N CU m w z z J a. 0 SHEET NO. WP:L2A