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HomeMy WebLinkAbout6357 Beverly Hills DrABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE A/C - AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 Al FOUNDATION PLAN ALUM - ALUMINUM # -NUMBER A2 1 STAND 2ND FLOOR PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER 2020 FBC PLUMBING RESIDENTIAL SECTION 604 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 DETAILS 4.0 PLAN REVISIONS AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR AVG 1. TANK TYPE WATER CLOSET VOLUME A4 2ND FLOOR - ROOF FRAMING PLAN -AVERAGE OPNG - OPENING BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS A5 EXTERIOR ELEVATIONS &ROOF PLAN 5.0 PERMIT COMMENT REVISION BM -BEAM OPT - OPTIONAL A6 1ST & 2ND FLOOR ELECTRICAL PLAN 6.0 TYPICAL TRUSS CONNECTOR REVISION BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. A7 INTERIOR ELEVATIONS BLDG - BUILDING OH CABS- OVERHEAD CABS BIRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SNO STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE BRG -BEARING PTD -PAINTED SHOWER HEADS 2.5 G.P.M. SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS BTM - BOTTOM PIED -PEDESTAL S3M/S FOUNDATION DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S4 FRAME WALL DETAILS CAB - CABINET PLT -PLATE TO BE CPVC S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD S6M/S WALL SECTION DETAILS CLG - CEILING PKT -POCKET CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS ST STAIR DETAILS CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS CONC - CONCRETE PB - PUSH BUTTON RESIDENTIAL CODE S12 PRECAST DETAILS CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.0 PRODUCT APPROVAL INFO CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES PA1.1 PRODUCT APPROVAL INFO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.2 PRODUCT APPROVAL INFO CTR -CENTER REQD - REQUIRED cJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA 1.3 PRODUCT APPROVAL INFO DP - DEEP OR DEPTH RO - ROUGH OPENING SH .0 HURRICANE SHUTTERS DTL -DETAIL IRS -ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS DISCON - DISCONNECT SCRN -SCREEN DW - DISHWASHER SIM -SIMILAR SH 1.4 HURRICANE SHUTTERS DR -DOOR SHLVS -SHELVES ❑CHIMNEY &FIREPLACE SH 1.5 HURRICANE SHUTTERS DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 W131.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP -EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND FG - FIXED GLASS TOC - TOP OF CONCRETE INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD FD - FLOOR DRAIN TOM - TOP OF MASONRY GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP -TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER FTG - FOOTING UNO - UNLESS NOTED OTHERWISE ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) GB - GRAB BAR VIF - VERIFY IN FIELD GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: GLS -GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD -HEAD WL - WIND LOAD HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL INT - INTERIOR WD - WOOD CORE -STUD LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.S. DOOR OPENINGS: MATL -MATERIAL MFR -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MECH - MECHANICAL A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MTL - METAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN Mc - MEDICINE CABINET MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR MIN - MINIMUM FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR SYMBOL LEGEND. FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3 -0rCLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER _ B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, �A = STAIR CALL OUT HEIGHT OF 1 ----SHEET NUMBER DOWN TRUE AND PLUMB. \STEP 1 INT ELEV NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING FOOTING CALL OUT - A = SEE FOOTING S rEP DOWN ARROW SHOWS CALLOUT ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES SCHEDULE DIRECTION OF VIEW C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS ARROW SHOWS INTERIOR ELEVATION O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR 1ELEV NUMBER 4A9 C,5. DOORS AND WINDOWS ARROW SHOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT Oq = OUT - SEE LENTEL EXTERIOR 1 UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER A11 SECTION NUMBER E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED 1 ` -ELEV NUMBER SHEET NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF LG-2 LEDGER CALL OUT - SEE SHEET NUMBER THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER SCHEDULE 4 A15 2 G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, ,( ARROW SHOWS LOCATION OF CUT CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS 3 DIRECTION OF VIEW AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING MULTI VIEW INTERIOR SECTION THE DRAWINGS. ELEVATION MARKER MARKER L F= N NA F48M 'r,ual Review Assist, Inc. `F iris Review completed and proved y., ,;cmpliance with the 2020 FBC 7th LENNAR TAMPA DIVSION =G 1�?i1 bv DebraAnne Klahr PX2300 4600 W CYPRESS ST, SUITE 200 NOTICE TO BUILDER & ALL SUBCONTRACTORS TAM PA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE 1871 ATLANTA INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. I N 0 N N M OF E'_0 J ®- LO ' z w w 0 z n` W W n' LO � E i > 0 M O Q M N cn U ° u ° C L r o Oos (Dg U .gs ^^V,) U w Q � 0 Eri 7W V L - a Lu w W g- w -' � �za XQ V �>? J Cn O��(n LL U O 0 � O O p Z x LL O z 2 0° H~ jQ C'1 O O O Z N W O Z O W O m Z= U �Oa�zwoZZLLEOw0Wa ��¢Ow U) U- �_Wz°a pw ��� 8Q s o s�z9 ¢ LL O O N Ow = O u4) MO O Ln J U- z (� W Q Ln z O ~ Z Lu W Jo N N O 04 0 N 0 0 C6 c� r cb r o0 r 0 N 0 N o N r N 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O O r O �-- ab N Or') M O r O O O O O O r O r N O O L0 �1 ♦ y > r r O N O M O "i O Lo O Cfl O f` Cr M (� Z Z o win vV W w L) O 0 Q U0 o Q 0xW2 z ZW�-~ :5=m=z `— z W Q �2ZIx rl aZz M W 0�0 0(}W r z T__1 �ZZ Q O �c Z g U a OU o F-00 � z w WIlt > LAST PLOT DATE Mar. 21, 22 � Z 0 j COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 in _ U_ M 9 F o S3 A7 12 ELEV - a •- 0'-3 1/2" 30'-0" 6' X 3' 1 5'-4" I T-411 3'-4" 3'-2" 5'-2" I 5'-01, 1 2'-0" 1 1 HB , ❑ ❑ ❑ ❑ ❑ ❑ ❑ Yin I I F-2 —------- I— B I I ❑ B - I � - 1 Co 0 0 m I ❑ ❑ 1 V-2" 11'-7" 7'-3" ih SINK I LAV CJ 0 -- -_,-- L - _--J _---- —I-- -- --------------- ❑ 4 ih ° °O ❑ I 6 O° I o LL = 00 5 o ❑ 15'-3 3/8" 5'-3 1/2" i Ln o ` ❑ �`� D — — i14 v ti— co 13 I _ ❑ M O04 ' 1-7 I H N _ 0 fV v � I O "v (V 10 II I I I ❑ ELEV. III `--' - 0'- 4" 11 J UU_ I ii 0 S6 _ I- 00 - - - - J__L — — a� -��I CJ a, _ � 2._ I il CC 10'.8" 9'-10 7/8" I D � - +-- — — — CJ III N — — — — — — — — — — — ❑ 00 I N ❑ I 1 LLB I ❑ I B I LCD 1 ' o ❑ M ❑ J ❑❑ 10OF ❑❑ S3 ❑ 1 A c HB I Izn o I A I 0" 10. 16-0° 10" 1'-10" 3'-1" -0' T-5„ 2 —A.-O., 21'4" 8'-8" 30'-0" ELEV - 0'-3 1/2" = " A7 U� 9 a ED FOUNDATION PLAN - ELEVATION A 1 1/411-1-0 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONIC, 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) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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 (/ 1/2" DP X 9 1/2" WIDE RECESS C 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE SINK- KITCHEN O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42 x 42 A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING Q THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16 x 12 DP (2) #5s CONT. M �Y /, L[ VIRTUAL REVIEW ASSIST Virtual Review Assist, Inca Plans Review completed anYppec for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N p F F_ L N N -,•;� " LID J Dpyn9C2 o a0 LO s , Q e 00 SOS ,� .,+� Z T O O F w 0 z Q ^` A' E W i > 0 M 0 �c V �_ �° Cc") rN L ` L 0 5 o g °' it U .0t O QN C C it COS)E .m 6 a '0 W � L C W 0 ~ W�H o:�111 J W Yzw Z (� WQo Q J(nO���LL00LOL �co 0zLL0x00C-0 z Ci) Z _0a�zwozzLLo LLJ O a (� LL 0 LL, g 6 OQ o DLL 2 0 Q U. O= O N Ow U O � O 1.O O CO I\ z j. Lf) U_ W oCa2:''j >_ Q Q O z � F— Z W Jo N N O N 0 N O O O W O o O O O O N O N O N O N O N O N O N O N O O O '- O r- O O N H M O M 4' 0 0 c6 0 O) 0 O O N 0 O �T- > r 0 N 0 M o V CD LO to C) I-- Cr M� Z Z z g �/ � OCO c,��I O0 OoWa OIXWM z ZWF-a r� =m0Z z 'n V Z 3 J Q �MZWrl �Zz CYi LU �aMLU z r Z T__q U)Zcn �az0 �c Z U g a OU o m z Q W W,qt N > LAST PLOT DATE Feb. 21, 22 Z O — J FOUNDATION PLAN A 30'-0" 10'-0" 14'-8" 5'-4" LINE OF ROOF NOTE: ABOVE SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & 9 CONC. PAD DETAILS < A7 3 1/2" 1'-0" _0.1 o 0 iv SH 35 LO HD AT T-4" HB 5068 SGD 1 I Co I I F3/4"' INING ROOM FAMILY ROOM I M 12'-0" X 9'-5" 17'-11" X 13'-3" 8'-8" CLG 8'-8" CLG 7 5/8"4" 7 5/8" 127-4 3 -1 6-9 5 -11 3 -8 4 -8 I I ' g 6" PLUMBING N 2X4 KNEE I S6 STACK WALL N WALL, TOP 00 AT 34 1/2" CARPETI REF TILE LO goo 0 o KITCHEN I o DWI �_ SINK W/ 14'-1" X 9'-6" I 3 DISPOSAL 8'-8" CLG I H 1 J J 2068 2 A7 H Q o S6 1 OOD/ RANGE U I N PANTRY r~i (4) 16" m !4�I N p / SH N I O PDWR RM w v iv 8'-8" CLG _1 d OW/H 4" INSULATED kP� �_/ 4S3 PROTECTIVE BRIGWALL 20 MIN FIRE BOLLARD RATED DOOR W/ WEATHER STRIP — IccLINE OF > FLOOR 4" INSULATED ABV BRG WALL iv 42" H. `14 1 LOW CC ----- SLOPED 10 S3 WALL 9 TWO CAR GARAGE C9 20'-0" X 20'-1" 8 ~ 7 6" HIGH ----- CONT. 6 FOYER RAILING p----- 5 S3 ----- CARP T 4 LINE OF GARAGE IN _ ----- 3 TILE _ _ _ — OPEN POST ION 2 1 coo LO l i UP (4 CO SH1/2 34 i / AT T_ " A I I � 3 1/2' QO 00 0 8„ Y - 2'-9" 4'-9" " co `1 16070 L_aSOFFIT ABV 1 '-2" o 1 , 60 ENTRY 8'-8" X 4'-4" 2'-8" 16'-0" 2'-8" 7'-8" 1'-0" 2114" 1 8'-8" 30'-0" FIRST FLOOR PLAN A 1 /4„ = 1'-01 1 m60 H TIE 9 BM Q _ 9 AT 8'-8" m00 W HQ 3 A3 NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE <! A7 cTi}0i}11 TOP AT 18'-0" O 27'-1 1/4" 2'-10 3/4" 9 DRAIN I SH 25 ~ SHWR HD I HD AT T-3" & VALVE EGRESS R & S (4) 16" I �r -- DP SH 2068 BF 1 CV o 1// W EL 2668 OWNER'S BATH m U.) �(b 5'-8 7/8' 5'-4" ��0 V I N 4 � I FLR � B I LINE 0 to OWNER'S SUITE TB N 147X128 I _ S6 8'-0" CLG I , 06 I W.I.C. O v "v °> °o � coI WATER o S & R CLO ET j LL— N _ — R& S (2) 2068 BF P / N N CD 1 N e- N LOFT I, 14'-7" X 9'-1" BEDROOM #2 AHu $'-o" CLG °; I _� J J 10'-11" X 10'-0" A/C RETURN (n �2 8'-0 CLG / UNDER DOOR I Mm ( 1 N w I Li cn¢0 ?6 1 v o = w ,_ ,_ �_ S2 ,_ „ ,_ ,� A3 �_ „ i co 2 10 3/8 2 10 1 /2 3 -4 1 2 11 1 2 4 10 3 8 4'-11 5/8" r',CD 14" 4" 2668 W/S 1'-3 1/2" " 60" AFF �22"x36" °°° UTI 16 o ATTIi 2868 -- - � 42" H M 8" ACCESS 6-- J 6 i__ _1 LOW N FRAME WALL U 14 WALL M WALL BATH #2 W a _ _ _ _ A7 8 Q LO 42" H. ----13 A7 N EN U D[//`�WALL rHA OPED TP TB 2668 OX 1 DR ER 10 N R & S 2�8 VENT ---- �- - — (2) 2068 BF R & S ---- Cv -11 — ---- �6687 OPEN TO A3 (2) 2068 BF ---- BELOW o0 6 36" H. N N ---- 5 CONT N (4� 1SH __-- RAILING D 4 ---- 3 1 2 1 00 I 00 I I BEDROOM #3 BEDROOM #4 ' ' `" 10'-0" X 11'-1" M 9'-10" X 9'-11" 8'-0" CLG S6 8'-0" CLG TYP. SH1/2 34 0 HD ATIT-3" Lr' qT FRAME v / ALL I SH 25 / HD AT T-3" FRAME EGRESS EGRESS WALL 5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 4'-4" 21'-4" 1 8'-8" SECOND FLOOR PLAN A 1 /411 = 1 '-0" i1 1 "k A7 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. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE 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.) = 56" A.F.F. 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. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ -1/2 GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" !NTO SLAB A = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) �__j 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 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) VIRTUAL REVIEW 4SSIST Virtual Review Assist, Inc. Plans Review completed am- apprOVE for compliance with the 2020 r BC 7th Edition by Debra Anne Klahr PY2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N f �s�_FC pAD M F Ln co LO ' R 5 V w o W 0 z to ^, N LO ; F > or-, o n MN ti N 7 N U E. r o O O 2 g L O �8 m ¢ t Ut3� �N /�, W w Q� C' � N C 00 E M L W W W w w�H �gJ w Yz� z O�¢p���V00-0 Q Q U �OD�zLL1,0z�0L3zaa 0O C<� 00) 0 owoomZ: cnwo_wzWWW WX< 2 Z LL _jQ�pw�QzEZOw�oa ¢ow 2Lu ¢ o~P �Qu_ a O O N OW LO = 0 O `M O z d JLn LL W Lr) Qcri ce d r-I z z W Jo J N N 0 N r 0 N 0 O o6 co r V- r 00 r o N O O r O N O N O N O N O N O N O N O N O O O r O r 00 O N r A 0 M O 1 O O) O d) CDr O O r N O �— o Lo r r o N 0 M o O o CO 0 z z O w } W 0wcn U H � O Q U o�o �� OaiQ Lr)-0 Z ZLL1~� Q =moz 9 z W Q 5.MZWT-I � CLzz >_ M W N 00 O_5Rw U) r Z � �n z �az0 Z U U a Oo �MM W � z A2 z W _j W N LAST PLOT DATE >� Mar. 21, 22 z Q 1 ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2" = 1'-0" HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1 x MATERIAL CD TREADS CUT FROM 6, 2x MATERIAL ti (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (((1 STRAP EACH SIDE) CENTEI�D W/ (13) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TMALL TYP. U.N.O. w F- O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. SEE PLAN VIRTUAL REVIEW ASSIST Virtual Review Assist, an pprovel Plans RevleW Comp leted for compliance with the KlahOr PX2300 Editic- ; "bra Anne N O N OF_FLOLo r� W J DOA414 aoo Q 00 05 �''�•• W z Uj O ' W z Q W u^7 E L L `O `? O m N 7 0 V, COA W 2 O 2 0 u- 8 o 8 U �vi U w Q� o EM 7N V L m v C)a Ly Lj w wLU LU WWIY0W Z nn//'LU x Q Ly Q � g X J Cn 0� O Z U- Q p ww- JO 0 O Q O a p 0 � O Z U)LLJ(L 0WwWwWw<0 -j �Fa< V5 owV�� 0 o 0 o v a O O N OW Ln=O ,1— (n Q V k.0 0 O Ln CL J LL � W DC a 2: *-j Z O Z w zo J N N 0 N O i N 0 0 o6 (D � 06 r" 00 •- o N 0 N 0 N N 0 N 0 N 0 N 0 N 0 CV 0 N 0 N N O o O O 00 0 N A 0 M 'd 0 TL 0 O 0 A 0 O O N o O �/�.- O o 0 00 0 M (n Z Z o w in �/`/ w O Q L_o�o owwm 7 L ZLU�Q F- r� =m0Z � Z 5. m z of rl _ZZLL M LU 00 OVa2z r- Z T--I �zz Q O Z U U a 00 m z A3 Q z w w J W N > LAST PLOT DATE Feb. 21, 22 Z 0 J DETAILS N 0 CV N A r; M o CV a LL c: LL 26-0" FRAMED BY BUILDER 2'-0 3/4" FAI A ;AI FAI _FAI FAI ,, r., FAN _r.,_,.,_r.,_,.,C,.,_►.,0. I I � I I� WALL BEARING r ■ II ►-. �: :ems: ►s ram: w � 21 8'-8" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 11-011 M N 0 r N CI N Zn sZ�]�II U U CJ1 U LO ti�� EJ7 CM -0CJ1 - -- --- - - - - CJ3 CJ3 r 10 CJ5 CJ5 10 U=1016# U=1015# A5G A4 A3 D - AZ O ao Al co 0 N v ATTIC (ACCESS A2 V A3 A4A lo \A6G U=1332# CJ5 CJ3 B1 W Lo ° UCO U CJ1 B2 B3G loU V CJ1 EJ2 CJ1 14 V1GE U U 21'4" SECONID - ROOF FRAMING PLAN ELEVATION A 2 (FLOOR 1 /4 - 1 -0 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/ M T S16'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 CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS)) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARR) 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 LABELED END MARK HANGER CHART 4 = HUS 26 (SIMPSON) d a = LUS 24 (SIMPSON) A k = HHUS 46 (SIMPSON) HEEL= 4-1/16" PLUMB CUT I M A THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS VIRTUAL REVIEW ASSIST AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS Virtual Review Assist, Inc. DOCUMENT. Plans Review ccmpleted and ved for comrliarce with tie 2020 FBC 7th REFER TO ENG. Klahr PX1 30 PACK FOR CONNECTION REFER TO ENG. PACK FOR CONNECTION CJ5 A 1 11 -ll✓/ q CJ3 `�� CJ3 ti L - O U Cn CJ1 ' CJ1 U U U 1 U V-0 5/16" [ 2'-0" 1, 2'-0" L 1'-0 5/16" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TYPICAL F SETBACK CORNER -SET LABELING AND SPACING ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' Span 30' Span or less Spreader Bar 60 degrees or less 1/2 I 2/3 to 1/2 Ta line (' span approx. Ta line f span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. I WALL KEY LOAD# DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LCT EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 RB01 LC9 JTH 1217/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRIG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/8/2020 RF01 UPDATED FOR LCA SHIM 1/15/202 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX( (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC: OTC : LOT: BLOCK: DESIGNER PAGE .JMD DATE 06 26 2015 LAN# SCALE .N319835L 1 4" "=1' N N N CID u >:.r�4� 001 8© w 0 w 0 z n1 W K E 10 M O Mom'• V) tj V D00 i M ra �� i Uag aQ .`n w a� L Oc)O C W EM a a '0 w W~ W J W O Z LL NN JCn 0O0 O oZOW0080za< QO JO day 0 V U) O Z -�Oa�Zwoz_ZILL �0 W O�F—� 2 W Z�Q�Q OQ =O 0 l§ LL F— ¢ LL O O � w un o !>-4 l: O d J Ln LL < Uj L 00 z �F- Z W Jo �O N N O N 0 N O O O O � O � 00 � O N O O T- r O N O N O N O N O CN O N O N CA N CA C:) O V­ O V­ 00 O CV V­O A M d 0 0 CA 0 CA 0 O O CV 0 o U O N O CO C)O d' In CO CO CD 1- 00 w Z Z _Z ��-o wW� W O� 0 Q o F- Oa=Q a Z ZO~ LU r� ~m0Z �Zw F Q >.<zoT-I zz r w S2 z Z Z � Ma0 - � Z g U a 0V 0 m � z A4 w W 0 V1_ LAST PLOT DATE Feb. 21, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN A 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING V-4" MANUFACTURED 1 V-2" 1 ROOF TRUSS METAL DRIP EDGE io 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT 12" SQ CMU COLUMN, SMOOTH STUCCO ATTACHMENT DETAIL FINISH 6 SOFFIT DETAIL 34 11-011 0? ROOF FINISH PER �O ~ 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS < METAL DRIP EDGE 2X4 SUB -FASCIA 1'-011 ALUMINIUM WRAP ALUMINUM STUCCO BANDI SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/411- 11-011 11 COLUMN DETAIL 3/411- 11-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV STUCCO DETAIL - 12 - - - T O MAT 8'-0" 8 3/4it = 1'-011 5 EMETA DGEL DRIP (S) A23 2X4 FASCIA 1-1/2" THK 711 ALUMINIUM 21-0" WRAP (S) A23 ALUMINUM SOFFIT °O PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. 3" BTM AT T-6" 2" 2" 12 SOFFIT DETAIL 3/411- 11-011 91 STUCCO DETAIL 3/411- 11-011 PT 2X8 LEDGER ATTACHED TO WALL 6" W/ 3/8" X 5" TITEN HD AT 12" O.C. 1" 1" 4" STAGGERED 4" jw,CV CV N o o 0 o 0 o co 0 00 EPS 8" V-0" 1'-0" V-0" iv FOAM iv 10 BRACKET DETAIL HLEDGER DETAIL /4 - 1 I -Off 6" SCORED BAND 1'-0"--/ 7/8" STUCCO FRAME 6" X 1 "TH K CEMENT PLASTER BAND 16" X 1 "THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 5/8" STUCCO ON CMU 10 A5.A i CONTROL JOINTS CONTROL JOINTS MID -WALL WEEP SCREED SHINGLE ROOF smm IN on DOE INININININININI INNININININININ7 ININININIEVEIMIN lmimimimimlmimiml FRONT ELEVATION A 1 /411 = 1'-011 61 W-R,� CASING BEAD W/ WEEP HOLES OVER FLASHING I�111■I�111��111■I•.._ 111■IU11�11111�111�11 n._ 1 nrx�xrxmro�xrmr z� - 7/8" STUCCO 9 = LU 12 ON FRAME CONTROL JOINT 5' _ MID -WALL WEEP SCREED-1- - 5/8" STUCCO - ON CMU GRADE LINE REAR ELEVATION A CASING BEAD W/ WEEP HOLES OVER FLASHING A/C UNIT AND PAD 1 /811 = 1'-011 12'-0" 13'-8" z= CONTROL q W JOINT MID -WALL WEEP SCREED I I I I GRADE LINE ARIGHT ELEVATION A 1'-01, 12 5 F—.,- 1 /8„ = 1'-011 12 51, 12'-0" Z = CONTROL q W JOINT LEFT ELEVATION A 1 /819 = 1'-011 CM T.O.P. 1'-01, ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS A/C UNIT m AND PAD ELEV AT 0'-0"' 1 ST FLOOR FF 12 -15 12'-0" cn CONTROL JOINT ti F "STUCCO ON CMU CONTROL _ JOINT _ MID -WALL WEEP 12'-0" SCREED DRIP CASING BEAD AT BOTTOM OF STUCCO BAND GRADE LINE 12 15 ELEV AT 18'-0" T.O.P. 1'-011 CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 1 U-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. I I � 11 A5.A _ I _ ELEV AT 0'-0" —� 1 ST FLOOR FF U�11hxjI=IZe37TiT STUCCO �7/8" ON FRAME — - ELEV AT 18'-0" T.O.P. 1_OII ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. Z_0 A/C UNIT AND PAD xm ELEV AT U-0" _ 1ST FLOOR FF 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 2'-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ----5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF M AV l jn`yt VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and roved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 '3'0" 71 All 'l (1l (\II ROOF PLAN A 1 /811 = 1'-0" 0 1 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N 0 t ; N N 7) �. o f ' bol, ,�' CID LO L ¢ t 0015 W . ' s - EF O LU 0 z nN` Nan E �M o W L (f) CN 5 N V -0-0� d a M A, C E 50.E 28 yW . M: o •� O t U *N Uj COO LUM .5 00 a 'D W LU w LU WSJ W yZ� z WO 0 nw/ (D LL U < _j W0LLU0LL ?�)(Jzx ozrgoHH V O p O Z (J fnW09OZQR0Om ZZ V �Oa>zW�[o~Z"OaOQa i¢ D W Q Z W z W V 0 _gwQ�a (ALL Q00W Q OW o 0 o z� LL �aLL O O _OW = O 0 `M a U0 "p O Ln J LL Q LLB Ce d Q Ln ''"I Z O Z W Jo �O N N 0 N r 0 r N O 0 00 co ao 00 0 0 0 T- 0 O N o N 0 N 0 N 0 N 0 N N O O O o0 O N � A M 0 0 O 0 O o O r O N o 0 CO0 °' > r- 00 fV co, 00 Ln 0 co, I 0 I-- �\ 1 Cr CO co Z Z �o DWW L11 o CCU O Q �O oWW 6- -S LO -0 z Z LU =m=Z LU � Z a Z � TI a Z Z M LLj Ov CL W T_ Q 0�0 �zz Z =. a O F-U . Z v g 0 0 W tr Z Z z W J W111- N � > LAST PLOT DATE Feb. 21, 22 z0 EXTERIOR J ELEVATIONS & ROOF PLAN A A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0„ SECOND FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED !N NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets 1 00 AMP 200 0. #12 copper to 20 amp ckts #10-2 copper to WH 00 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC "_"TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS L"Au VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and roved for compliance with the 2020 FBC 7th Edition by Debra An-- !,,,Iahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH `4 SWITCH--° 4 1 /2" DOOR JAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o2� '2C—SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 11 OV DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER fl DIMMER SWITCH AT 36" -f] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE > WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 0- 5OW PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS @?Z 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0- CLG FAN PREVVIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR O SMOKE DETECTOR -U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24- UNDER CABINET 24" -S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F,- 24 :�a 24" VANITY LIGHTING 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN p�p DOUBLE FLOOD LIGHT W/ COVERS AND L% 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) )� MASTER STATION ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT TR 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. ` RO I 0 ,A, e fin, .PCs 4��. A n` W n' N E L ` � �^� O Q M N ti N � cn U �C C ` t gM O O m �U1 ci w Q� � N C 00 E 7W L 5 w W W W� W (6WW�O Q Q I(.)DOD �O��O���Cn u U000 z30z20 QVQ I.- OrnOZOWOOmo0 LU L5 wWv5�Z� ~¢OZW aOLuWwci �Q ow z oo Es u- a O F u- N O O N OW = O 0 `M O Ln din J (L LL N W Ln Z Z W Jo to N O N i O N O O 06 cfl ao 0 0 0 0 O o N o N O N o N O N O N N M O N 6 O 4 O — O — 00 o O N T- O M o N 4 0 00 6 O 0 .- o O 1 .L Lo�' V , .- O N O M O d' O Ln O CO O f,- 1 Cr M w Z Z -Zo vV +� W0�> W w v_ 0 0 Q voo Q C ~ Oa=Q z ZW�I- =MOZ I— Z W Q �nzW T1 Z Z M � � Ogg r Z Z T Z �Q0 Z U c� g 00 m � z A6Z Q J W N LAST PLOT DATE > Feb. 21, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A " FILLER CV r- I \ / KITCHEN 1 /2" = 1'-0" 1" FILLER I . - I 5 OWNER'SBATH 1 /2 = 1 —0 , / 1 1/2" FILLER O O M M 0O 00 00 00 _ N IlKi 2" FILLER 1'-9" T-0" 1 1/2" FILLER 1 1/2" FILLER 11 PANTRY 4" BACKSPLASH 0 \ / / 2'-0" SKEWED V-9" T-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD—,-. VALVE LINEN CLOSET 4'-11" 4 1/2" 1 OWNER'S BATH 1 /2" = 1'-0" 3'-3" CV c%) o 0 00 00 0 N in a CV r 0 A. SHWR HD -- WALL VALVE SPIGOT N 2'-9 7/8" � BATH #2 1 /2" = 1'-0" 2'-6 1/2" Z -U J -U Z.-U , 2" END PANEL 3All CHEN�ISLAND — 1 —0 HOLLYWOD °O STRIP LIGHTS io 30" HIGH MIRROR N 4" o BACKSPLASH co / Q V-6'' T-0" 1 1/2" FILLER CD M LOFT 2X4 WALL TOP AT 34 1/2" 4 LKITCHEN„ 1 /2 — 1 —0 0 M WIRE SHELF ::�, I I I I 0 "HANSEN" BOX 220 VOLT I I IJ I T VVi--------D-1 14 1/2" X 16" I DRYER VENT RECESS I I I I M I I I I I I I I I I I I I I I I LJ I SEE SHEET ST / FOR STAIR DETAILS/ / / / / PWDR KITCHEN °° BATH LO Ca FZ UNIT'1871 — A'— BUILDING SECTION 3/16" = 1'-0" 8 �12 LITY 1 — 1 —0 ,l 12 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. OWNERS SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y ELEV AT 8'-8" T.O.M. AV 1 VIRTUAL REVIEW ASSIST Virtual Review Assist, eted and approved Plans Review comp for compliance with the KlahOr PX2300 Edition by Debra Anne s ` VVJDO&���7 9 � e e ti e e � A Aid 05 p� i E 0."-,) Q� ° .� } M d M to V a M t O °"-g as U ee= a • V% W 0— H i o EM a W °L (6 W°� H ~ J ~ Z W W Q Q V W°�Jao��WE.z°J° Z)°o�ZLLLL°Zm LE °oz<a �1= U' 0wM oZ°w°�mZ� J�aa�zYggzzLLOW0�a fn Z QoW°g�V5 Wo�U°¢ oQ o =O �YZ�Q LL aa�QLL O 0 N 0 F- � L)N O `M O JLr) G (f) N �aaM 00 z� Z W Jo �O N N O N I r O I N O 0 o6 Cfl r 00 r 00 r O N O N o N r N O O N O N O N O N O N O N O O O r O r o0 O N r A o coN 0 r- 0 O 0 O) o O r O r N o o � i r r o N 0 M 0 0 Lo 0 O 0 ti M (� Z Z o vV wwin U OW o Q �o�o a Oa=Q z ZW�� Q = co 0 V' z�W Q DMZ=�--I 2 _ Z z M L 0g w r 00 U)Zz Z Q O Z U te) g O O Z'o z J W N > V_ LAST PLOT DATE Feb. 21, 22 Z O A - INTERIOR _J ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, 0 7 HER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.11. 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 + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 11 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C,7ncrete overpog and mortar along the foundation perimeter must be removed be ore exterior soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AInTiC- 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 18" 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. M a % VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. roved Plans Review completed and ap for compliance with the Kr PX2300 FBC 7th Edition by Debra Annelahh N N 0 N o -e 04 w J goy''°,� O L0 s , L0 e ® Q �•° 6i 0015 w O W 0 Z a �1 E W ` � C!O 0MC'4 d -0� M c: A� E �0 ,C p D o a: o 8 V Uj p E cn 7W V V a 'a f W w y- Lll 10 W Wi-Q tY�J Q'Q�QOZQ.' Z =g J�O3rX�LLV00LL JO QO Q Q V 0 �0OOX ZLLIy0Z20OHQQ oW WOZOWoofmZ U a 0 W W In IX Q J Z L_ a. Q~a�W�0ZiZ LLJC Q 00¢ o o QQZg u- a O O Ow > U-) C)o �M a V C:) M LLn a Lu ai�f e a Q Ln -I z Z W Jo l� N N O N O i N O 0 O (fl C10 t7p r O N O O O N O N o N O O N O N O (y O N A CA CA O O N M O O O C)CD CA O O ON O T- 0 0 0 0 0 0 M (n Z Z 9rV � W 00�o CO O a �- Oa=Q i.i Z Z�~~ =co0Z 2Zj�J Q< 0 %-2Zof W T� Z Z M LU 0�0 OVg�� r Z T 4 SQZZ �QO 32 Z Q U J a OU 0 ZSNOZ m a Z LH N LAST PLOT DATE > Feb. 21, 22 Z 0 STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GA0412" LONG (3/4"-1" CROWNi 1 n' I, r STAPLES @ 6" O.C. VERT BETWEEN I MAX I ! I i I 16GAxl-1;"2" LONG (3!4'-1" STUDS (NOTED THUS:.—) - OFFSET I I I I I CROWN) STAPLES jai 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS INOTED THUS:—) M ETAL LAT H ATTAC H M E NT DETAIL REV. 09.24.21 SCALE: 34" = T-0" 'DETAIL EXCEEDS 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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-011 STUB -OUT FOR GAS METER O 0 1 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HIS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3) 16d 'i OENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS =TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 -O"(Typ) + + 15/32" CDX ma PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + t + + + + + + + + + + + + + + + + + + + + + + + /++ + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels 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 CONS (Not required if both loa Filler 1/8" gap FILL CELL- STD. 900 HOOK r- BOND BEAM Cn w ............1............ ...... STD.90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. I ......;. :......... FROM FO TOUNDATION HIGHESST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 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" max } gap • � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh,mn w/ Inaric 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 consideration. Check wall or beam below.` local building code for appropriate 1/16" details inIL--or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam e NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking l Ica 3" 11 Aril nails nt R" n r Q'/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below &13/4" d bearing wall must stack over king and wall or beam below.` Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. F_•� IM �! 6" 2 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" 1'-2" V-3" V-3" V-7" V-11" 2*4" 2'-9" 3'-2" 3'-7- 12 V-0" V-1"' 1'-2" 1'-2" T-3" 1'_9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 V-0"" V-1" 1'-2" V-2" T-7" 2'-5"' 3'-2'" 3'-10"' 4' 9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" V-2" 2'-0"' S-0"' 4'-0" 4'-10" 5'-11"' 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1'" 1'-2" V-3" 2'-5"' 3'-7" 4'-9" 5'-10" 7'_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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s® BCI6500se 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® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE l.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 Backer block (12" wide min.) :III —I I 1=J I _11T7�;F# Nail with 10-10d nails. -111=111—III- Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • • a FOUNDATION INFO ° d STEM FOUNDATION �✓ \ 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 Blockl____�l "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE ° r- REIN F. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 1 ° ' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d I° a \FTT I •' _ =1 - I A. a:° d i —Illr 1 I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d � Y SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE • ° d ------4 d --.— — da. d/ I I I ,4 1=1 a A __ I— i —I I I - ;IIIII�—III ; I'' A. I~ SEE FND. PLN. SIZE & REINF. M �, V / VR//\ VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N ® �c (N J ♦ W DC)"y00 F Ln In 2 , �t , Q s AR 5805 ♦ A. sev . Z W A o LLI 0 z a ^` W 11,0- E >` � 11 o MN S N V -0 -0- « ') (D = L Cl) �O u T� v_/ O � g Q m t U .N p� 2 U w Q� N V V 0 �a 'oo W W W w wWQ �2� WM��zOf z of 02 <LL ����UDO Q C) Q f- F- QZ)—_J =(f OCOW110 JO X Z W OZ2011F—Q~ ORDOmZZ v Lu L'J 0 0 J _30a>zY0 ZLLpWo a. Q�W°��In i1Wo��Q U_Z OOQ o M oY<z ¢� a O O N OW V) � N i>-i t) C:) O O Q (! L^ (L L W Q 00 Z I— Z LU W JO N N O N O 1 N 0 0 00 O � O r O � O N O N O N 04 N O N O N O N O N O N O N O N N o- O O - CO 0 CV T-- A 0 M 4 0 1& 0 0 C) 0 O O A 0 .0 Lo'_. O N O M o 0 VO 0 CC 0 t�_ 0_ M (� Z Z o rV owv� UJ C Uo20 ~o I— (LW� LO -0 Z ZW~Q Of ~ = m z = Z 3 W }ZIt TI Z Z M � tM� O_J2W w z Cn Z z r� Z �QG U CU J a 00 m � Z a Z z J UJ�N o r LAST PLOT DATE Feb. 21, 22 z-`—+ Q STRUCTURAL J DETAILS — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11(#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ ZP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SIN ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12. N O 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD W MIN. 2500 PSI CONC. SLAB a_ MIN PSI MAY VARY PER - LO MUNICIPALITY. `N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE ° p - Z 00 M _ I p 0?6 MIL VAPOR BARRIER I D 4 11I Z g I D; IF - CNI COMP. SOIL. '- (COMPACTED TO 95% — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" 53 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---, (2) #5 CONT. ON 3" CHAIRS (TYP.) � D a =J.=III—III—I m p I�—�� I' I I I�I I I...I I I I I I1 1 1 I ✓ C 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° 1 I f_IMII 1=1 11= .17 I —I I I —III—' 1 8" 1 -1 .._...r, ..9` TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH J '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" - -SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 0 5/8"x10' WEINCLUDE THE WALL ° . A.F.F. DGE ANCHOR 2rr ATTACHMENTS x 6 W1.4 x W1.4 2" 6 x 6 W1.4 x W1.4 �p 24" 0C') WWF OR FIBERMESH WWF OR FIBERMESH °. 4' ° z 3 1/2" MIN. 3 1/2" MIN. d ELEV. -0-31/2 d ° ° ° ° °. .. ° d O > > ° 2x4 CONT. ° °.. A.F.F. o ° F11 a ° ° ° °b 11—I'1/2"(min.)- 4" z b . _ /2"(min.)- 4" °dI°°N p° — --__I 00 p ° .. 11111 ° GARAGE DEPTH VARIES 31/2"(min. - 4" 1=III I I —I (I- 3 1/2"(min.) - 4" 'III=III III IIII �� _ _ ° d ° ° ° 4 T �11:, � IT = T I—J_I—TLL—I I IT_I--1ZI1 �' `� -I I III =III=III=T „ �.. —I I T11111 1 1 I 14r, l 1„111--� 141�111,�1 (2) #5 CONT. 4„ 1, 4„ 8„ (2) #5 CONT. U.N.O. MIN.TYPICAL BEARING WALL MIN. GARAGE SLAB AT STEP BSTEP TYPICAL BEARING WALL STEP SHEARWALL("C� @ K'cC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C vM INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR r 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV ° �} .p p p . Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z Cl) .p D FINISH GRADE 00 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p CIO_III—III—_III m d . I —III —III —III W 1 ' I—III=III =1 LU ' -� —F I I I —I ° 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 �, E D. II1111TITiTWTT c (2) #5 CONT. ON 3" CHAIRS 8" 1 r-4rr 8" (TYP.) III -III. -III ;,III_,IIIII�IIillll ; lll,;,llI-III-11 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D '� TYPICAL EXTERIOR FRAME WALL FOOTING ° _ _ � D p. 00 6 MIL VAPOR BARRIER =T III p ° I 1=1I 1= 1= _ -' ° . _ _ I I -I °'' T=III=III= #5 REINFORCING BAR R 1 7/8 p° p 1=1T_I=i 11=1 I I —III —I 11=� Z_ '_ III I I-1TI=1TI=1�=Tf_ N z_ III —III —III —III —III —III- III=1 I I=1 I I=1 I I=� r #5 LAP SPLICE 8 ' ' �I-III—III=1T_I=III—III- N COMP. SOIL. (COMPACTED TO I I II I p 36" MIN. LAP [36" MIN. LAP] 1=IIITIII=III—III=111=' T 95%MODIFIED PROCTOR ASTM �= I I=III=I I I=T= 1=-T 10" � I =1 I I=1 I f� I I=III=I I I=I I =1 I f TTf=1 I I=III=ITI=III=i I I=III-I I D1557) I I I I I=11 I-T=1TI 1 I 1=1_TI. T' ,IIII; II I ITIII=IIITIT_ITIII=III=III=III=III=1 I W I I �I 4r' "—III 1„III— —rr #6 REINFORCING BAR #5 STD. 90 HOOK SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ° °v GRADE 00 .° _ I I I I _ _ —ti _ — -(1) #5 REBAR w/ OPT. ' I—IIIJE —I I I —I I I— I — 11—III— I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT I _ PAVERS / DRIVEWAY 13" CONCRETE SLAB 14" O.H.D. RECESS PAVERS O.H.D. RECESS z r ' �7 2 co M __ I —ICI— A. —III I III —I I f --- J r' ITI—IT-�I —' Ir1=1111 . •a = 111=11 I I- -II�f—I=I_I l—III I °° 4 1=1 I f=1 I. 1 IF �1T�1 I =III ' I I=1I1 •, _1 11=1 I ;•�: I=1 11= _IM I I I—l� I —I I' III=' 5111 I I f-1 i— I._ SEE A/S3 OR J/S6 --`_' 1 1 I I I� � II I I,. III 111 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 oR J / S 6 J -Ii II I I I U I„ I i l 1, FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" (1 STORY) T-8" (2 STC iRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol _ " CONT. BEAD SEALAI` INTERIOR a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 C Cl) 6 MIL VAPOR - — �'- BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6WlAxWlA ' `WWF OR FIBERMESH -y r, REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=T-0" S3 VARIES 6 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 1 1/2 RECESS FOR S.G.D. (U.N.O.) x 6 VV IA x VV IA WWF OR FIBERMESH N ° + & LAYOUT DESIGN TOP OF BEAM a ° _ — — ' SEE ROOF PLAN -r - _ _ _ _° °; ' ° a I (2) HTS20 FOR STRUCTURAL -E41 BEAM SIZE & N 1 n —I CONNECTION INFO 2x4 P.T. PLATE 7/16' C.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ =11 I, f �, I I I MIN 7/16" O.S.B. SHEATHING , ,L-1 ; ,f SEE A/S3/J/S6 - � 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE = a SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 SECURE 2 4 P T BTM PLATE x SEE DETAIL 1601 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.0MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS 0'-0" FIN. FLR. N <t' M C TO FOUNDATION PAD :. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN r� w/ MIN. (2) #5 VERTICALS 0 GRADEa M FILLED SOLID (SEE PLAN FOR - _ _ _ °.4. SIZE AND REINFORCEMENT) 0=UJI —I 1T��� ° ° °• --Tli--T IT=' 11 owLUW Z BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 v � -III= — • ° e ' °• — _ z < — — TION INTERIOR WALL SLAB . .GI. TAPERED ® SCALE:, , FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N } 4` Fr N N �' O 00 LO ` RO 1'91\iJ yj P ZF W O W z a n'L 0 E (I1 M 0 i -,0 N ? :n Y' co[` W D O = -a LL o 9 I\ N a i^n` W Q ! n L CIOO E 6 W 000 LU W (� W L Cn W Q F' W HQ it _j of<, z0f z Q:2 JO Q Q U i= �0O JWO:IYWLLUOOLL <aR zCE z2u"-aQ ov0029OzOizoomz= �Oz ��a�v5WWLUi-nxIX< ¢�WOg��-gIII �¢ oQ o 0 o�ga za a ILL LL O O N 0 F— � = O FBI `M O d J LL N � W Q Ln 00 z F__E z� W Jo to N O N I O I N 0 0 001 CO � W W O O O r- O N O N O N O O N O N O N O N A N O O o0 O CV r o co 4 0 0 O 0 O 0 O O A o 1 ` i _ 0 N 0 M 0 d- 0 LO 0 O 0 r` Cr^ CO ter/ Z Z O )W Lij_o�o 0 rj) O� ~ IX Z ZW~- W F- �� Q op p Z 2F-=Z 2Z3J a z r-I Z z LL C') W �aRw >_ r' <00 U)zZ Z 1" 1 I Q O Z U U J a O 0 W � Z a Z z Uj W N LAST PLOT DATE > Feb. 21, 22 z Q STRUCTURAL J DETAILS —MONO �TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION —. 1 FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE -� ---2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d "i OENAILS T&B AS REQ'D 2x BLOCKING @ MID EVERY OTHER STUD (3) Od NAILS CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FITYPICAL C.M.U. WALL STANDARD 3" DIA. 3/4" FURRING STRIPS THREADED 3" DIA. EXTENS1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.)W/ DRYWALL SCREWS FOR CLEAN -OUT@ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIJJR FACE OF BLOCK WALL IS 2 DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■■mil,� . •, •• . I� i •- I • • ■■ I MEN ■■ill �lill IIII� ■■III lii■■ Milli IIII� ■■III III■■ ■■lii III■■ Milli IIII111M NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL I/ J J _ IM 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR ' •.,.j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. . , e m SEE PLAN FOR FOOTING BOTTOM OF MOUNTING E POURED CONCRETE BASE FOR B DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND 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 rD SCALE: N.T.S. 14 sFFp OOW �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a 3ARAGE i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SEA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (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 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d / NAILS AT EACH STUD ! \ICI 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 • IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. $k5 R DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 0% OF TOP PLATE WIDTH INSTALL SIMPSON 16Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48,�PLICE STAGGERED 1! �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 224C LBS SIMPSON rc i c P.T. ATE aimirOUiv ar4 SP2 SIMPSON 10( ST co J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTELIs- NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 / SIMPSON SP1 SIMPSON SP4 e. a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 i TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w v U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EO.C.. EQUAL @ 12" STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. Z & NUT [•7 ROOF TRUSS ABOVE /- 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 1� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL / 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED a a 2X8 P.T. BOTTOM PLATE UU 5/8 x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 1'G Y� 4 V A VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and pproved for ccmpliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N ` T a . LO ,off s�1 . Z AR 805 LU g E"D A z W � 0 z (11 E > M 0 �✓ ' Q CO N41 4- N 111111111111111 N � Y -0-0- � - 0 2 �= o ds U -N N LU C)-,.; C E LM CD to W W (� W oL w°�- wo w~ Q J 1~ z af z Of of) g_j<0���,0020 JO Q acnwgo OR00mZZ¢U U) Z ¢FLU 05ZgWo2�a o 0 z ¢U_ LL 0 O O OW I— UO cn C:)rn C) Q U') Ln J LL W a 'C Ln 2: '_q Q Q QD Z W W �C) J N N O N i O N O O 00 CO 00 CO O O O N O CDO N a N O CDO N O N O N CDN N O O CO CDr- CV 07 O CION 0 0 0 0 0 0 6 6 CV 0 �— O E2 `- CD i r• 0 N 0 cM CD d' 0 Lo' CD CO 0 I` Cr M (f� Z Z o w �n vV W O� o Q Lo �= 0 Ca a=Q Z z W g =m0Z 0z 5.�Z� l� CL Z Z M OVa>-U, � 2 00 Q 0 Z Z r--1 Z H a . Z U J DV 0� W � Z Z z W J W CD N LAST PLOT DATE > Feb. 21, 22 0 STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - 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'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES 2"x4" LEDGER MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD ( 7 EDGES AND 12" O.C. FIELD (2) 16d NAILS ILT INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) SWEB, USE MSTAM36 w/ (7) TRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION 1 O.C. MAX) w/ MIN. 4 2 3 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M IF >9" SEE 10/S6 X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING Ix INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS tO WOOD TRUSSES 1/ c0 c0 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. O/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION 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) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :..: EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI D SECTION g SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 —wry i . ncHnirvu GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S 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" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AN (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GAB[ WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"xi 1/2" SDS 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 END JACK 1 V-0" MAX. � �9 Y CORNERJACK Q w z cr O HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 031 14 1111111NIIIIIIIIII STOP CHORD 2x4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16 O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 f f gyp, pJ VR/\I VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 f N LID CID 0 'rw ' Q ' . AR )15 5 LU 0 z n0 COLOn E �(1 o W L Cq ) (AV ° 2 a c')') [ O- 2 Q ZS �• u_ c .� 8 X Q O i Ups .N f' LUQ� co L W W (� W °w w0H w►W-Q Of W YZ[C z WC)M-+¢OQ�awU0'0 0 Q Q U D<0x--1 'LL0Z20°HQQ acoow90 oR0om z � 2 ('J (n 0 Z 'noa>zYo_Z_z�pwo�a a~wO��cn gwp�U°¢ 00Q ° OQz�Q F-aU_ O O fV Z W O V) = O � � �O O o ro Q (J) Ln J zg W Q Ln a M 13- Q Q 00 V z ~ 3 W Jo N N O C14 r O N O p o6 CO r O r O r O N O p r O O N CD N N O N O N O N N Cn CA CD O O r CO p CV r Ch 0 CION 4 O r O p O CA O O r O r C"4 O `- O LO CU > r r O N O C'7 O d' O Ln O Cfl O I- C M � Z Z O rV owv) 0 o o.� �oEE � °W EL LO -0 z Z LU H M O Z = H = Z v?:J Z ZLXL. Tq � ZZ M � � Ogg r- Q �Zz Z �a0 . Z U c� g Oo W � Z Q Z z J W N LAST PLOT DATE > Feb. 21, 22 z Q STRUCTURAL ,_I DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE .(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24"HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING _l 2X BLOCKING @ EA. WALL :3 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT rn FOR MORE INFO 0 w 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d -) I-_ � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = 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 B 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 �PER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" OIC CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY E: d. (V M �-III III=J.-I-I ' I I=III=III=III I I= 6x6 W1.4xW1.4 WWF OR FIBERMESH IT'ITr' I i TITI I I �i 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 LL v 4"x4" INSPECTION PORT AT Er w EACH FILL CELL TYPICAL 1. a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR I CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE FINISH GRADE 00 e n 00 I. °d d .. III —I I I=1 1- 99 d. I. .. ;- ' —111- 11,1 ' l I I I �II l 11 11 l 11 \-STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR "'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ri SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO ST.,..,,. 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS TEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— " " 2"x BOT. PLATE (2) 10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSIc 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 I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TR 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) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE —� SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4. _ •�T7 d ° _TTT_ I III— .d • a • • d TT7 Tr71 I Ir III —I I—III—III—III—III—r(3) #5 CONT. ON 3" TTT 1Tf—TTf—TTT—Tf—iTr l 811 11-8" 8" CHAIR W/ 3" MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. W 2 0 P 00 WA2 W011 15/32" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF LU NOT FULL F HEIGHT SHEET C 2 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w x SOLID 2x y C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X aU x E F 2x STUDS w BEYOND. SEE PLAN 0 O Cn '-•2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" 1/2" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF C)tV N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN}8". H z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL. 0 ¢ w D@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uxi O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL LU 2 O 0 _ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < Ir<08cn T) v~i LL ¢ GO (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O ~ MEMBER IF GABLE END U) LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 1 � S4 BOX HEADER ONLY 4"F' 0 1�9i0 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 1 WWF OR FIBERMESH C E .. .-a. 4 d ° M !. 4 a A d M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 4 z r- f—I _ 2 _ (3) # 5 REBAR ON 3" CHAIR I II 1 4 I I I i l-8! I I I I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N o N 00 a�Q.eW J DO 0LO LO ¢ �3 t Z LU z SIN O ^ 0 W L c -O °? U ch N Ci Cl) U _ C) U -0 45 M C C r ` 5 O 8 °Q0 Use ._t ^N^` V W CQN C VrL K 0 00 W 0 W w wWa 0_ :P LU J Xm' zW z Y QCYX JU)O?:x�Ii0OU. J0 o Q U Q i— � 0 x z LL u o z m I.- a~ C30(rao_owoomZ= L) LU LU U' O O (A O� Z �0a>zYO ,zLLpWoxa a0W°2��_ 2Wo2Uma oa o 0 o z�qa �aLL O O N 0� u')=� I�-I O 0 `M O a�_jtn 2: Ln N zQ W Q Ln 13C d M 13- 2 :Z 00 U Z W � 0 o l0 J N N O N r O N O 0 co C0 r 00 r 00 r O N O O r `� O N O N O (V O N O N O N O N �Qd)&ooN O O O 00 N M M O O O O r r O `— O � r r 0 N 0 cM 0 14 0 L6 O C4 O ti qq Cr M Z Z Z o vV � WU�� W fn 0 O Q Uo�o �a O W LU z GL N �— m O Z 1 � Z � W Z W rI Z Z M �a�W 00 Q U)Zz Z rI �QO . Z U U J a O 0 Z S6 Z z J W 0 N T_ LAST PLOT DATE > Feb. 21, 22 z Q STRUCTURAL J DETAILS -MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONr2X8 A APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3116" 0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING ROWS 3/16" x FURRING INTO STAGGERED @ 16" T O.C.& TAPCON @ 16" .C. &TAPCON. BLOCK@ SPACING 1 „ DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIP WP9.T. TAPCON @ 16" O.C. & END w/ MIN, 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0` 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K"J_�_ SCALE: N.T.S. Q —S ,) INSTALL WDW. SCREW ANCHOR­'i INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 21-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA, END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS 2'-0" SECTION A -A 81' 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 81, 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 EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX' 8 FILL SOLID BOTH CELLS #5 REB, (NP,) STD. 90' HOOK (1 F/ 1. '�'L +5A 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"x1 1/2" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS LA JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH _j 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N", STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :.::. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W,W.M, AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. °. D 1-111 111=1=—J I_I=1L=1T1 D — D — - 1I D° I I I —I I El 1 GRADE p p . p,I I I_ „III I- ° N R M z \ T �D ° D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-O" FILLED CELL PER FOUNDATION PLAN 1R YP.) THE :S 01\IIrATA7 -lob rA 70-iIrally FILLED CELL INSTALLATION rH SCALE: N.T.S. a SEE ARCH PLAN AND PIKE ENU HLISS DESIGN SEF NOTE I FtFLO141 .. � 2X S f I R' • ..,._. ALEJ -- _4 ERG WALL TYPE --j -- -*- j � _ "� ; r- ALU` r=,.� PEP PLAN I 1 314 1 =,1', FF4 F= r.;`HANNI=L, —F=_ I CIIA , FASTENED PER COTE A - I EtOV _I- _ h,y( 1 CONT VENTED OF I.. T CONT ix.4 NAILED TI C, . B COCKING NAILED TO T SLIX,:KIND= w/ -12d NAILS CHORD EVEP:Y 01-HER TRI .' w13-12d NAILS, TYP. (**j G.C1 BUILDER TO VERIFY•'PROVIDE SOFFIT MATERIAL SPAN CAPAC .T. ON THE DESIGN PRESSURES SPECIFIED FUR C OtAPONENTS AND C _ LISTLIST SOFFIT 1N THE DESIGN CRITERIA ON SHEET SN. FIT ATTACHNIFNT AT WALL (PER ALPHA. Ai..t.IM INC FL# 16 = PRODUCT APPROVAL) F CHANNEL FASTENED TO: CIOU w T RAIL .0'97" DIA @ 24" O C. tl Er°' NIIN EMBEDMENT WOOD w" (3) 16 GA., _,r4`xIA` CR'C `VNN STAPLES @ 24" MAX. L-C. a PATTERN SUB FASCIA wP lb' GA, V4"x1l4" CRC VM STAPLE (4_ EACH (.;RU) . STRUCTURAL SOFFIT SCALE' `-= 1` 0" I"k, FOR ALUMINUTA SOFFITS V, T RF: V 01 23 X 2 1 3 V-4 ", INSTA. L MID SPAN BL(Y I ` I _ I HE SUFF1T FL PA INSTIALLA I I+ t: -: 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DE"T 412•. 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�FR/ygN TO TRUSS TOP CHORD �F + + NGTN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP L s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7 ENTER SO IT PRECAST LINTEL %% j SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION rM SCALE: 3/4" = 1'-0" SS CCC CLJCCT n7 AAIn 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 MIq MSTAM STRAP SCAT F-1/4 2N BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT :f FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN .y RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 5'-011 INISH FLO > p D ° ° D #5 BAR p 1.0" e ° a CENTERED W/ p ° s H D IN TOP o _ p KNOCKOUT/ N ° CHAIR BLOCK _I I_ ° MONO FOOTING M I p' SIZE AND REINF. PER PLAN AND SECTION DETAILS _' _I ° CLEAN FILL D ° DIRT Z STANDARD CD #5 BAR IN 0 90' HOOK N FILLED CELOv L r �• V �® c.• O V e- A• 9 O v- �• 0 e- ®• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY z 0 Cn ti 0 W U UL U Q i -V� , J p. jjLLff a i .. (A /4) 'Lo- E W 011 U MN — V �a� to M _D 0 ° LL- g u Q .N N U LU Q p E 5 W M Q O a 0L Uj W°H LU W W~Q it Ix zw Z W W � J O� of U) LL U 0 0_j 0 Q Q V =°0Q ZLLL0Z2 0�~a¢ C 0 °LaW°wWWU),it< � � O� z <o �LU FZ w6mo IL Y Q OLL Q C]� L ¢ f O O 0 Lu > 'DDO rn O QLn JIn ((� LL Ce d M ce Q U Q 00 Z U F__E W W _jC N N O N i O N O i O c CO O M O O O O O O O O O O CV N N O O O C70 CV A M CN O r 4 O O CV O O O O •— O 0O CO r' 0 0 0 0 O C) 1 �/�� Z Z CO v/ z0 W Ld O Q U zIx W W P < I.— W Z�?co 0 le 4" SAW CUT Z I— z i— L O A SECTION Q �Q w o �: ' EXISTING FOOTING - Z 1� Z of of 1 SCALE: N.T.S. M 0 g 2 w RETROFIT FILLED CELL DETAIL � z v=QZ O SCALE: N.T.S. r y '\1' Z ~ U O O a MAY � 00 Q Z z W VR/\ z O VIRTUAL REVIEW ASSIST W 0 LAST PLOT DATE Virtual Review Assist, Inc. > Feb. 21, 22 Plans Review completed and approved . . for compliance with the 2020 FBC 7th z 0 STRUCTURAL Edition by Debra Anne Klahr PX2300 . J DETAILS—RETRO FIT (2) #5x6' IN CONC. FILLED CELL SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' � 6'0 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" VVMLL SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS VIEW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL __-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Bit 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" 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/ a' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Eli E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYV\ ON DECH --2x8 SYI AND N/ FRAMIP 2x4 DRAF' STOP 2x4 BLOCI' C SCALE: 1" = V-0" - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP T� -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 2" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO -OCK DE :ING ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING 0 1 /rAI M UUINO I MUU I I U IN UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT - TO )ISTS) NAILED AND >TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u PSON 10d x ECTION VIEW "Hit SCALE: 1" = 1'-0" MAY VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N �N LID SEW J DO��` •'TY 00 , Q 5 ,�� . z LU W Z Q /�) LO � L '� �`0 W E 0 1 N `I b.[M 4- M U M 0 V O �_ 00 0 %)i L O 2 V T� QQ v_I O a: i Up°x �tn I' w ^` V N c 0 E M .2) V V a -0 LU LU of �% W ❑LI Uj woH w�~¢ W2Lij _j wjYZLY z QD- (no�Of U-00,0Jo Q Q V H H O D�Q ZLLLiU_ Z2,0F Q 0MIX 0zoxoorozz�g w w- w p 5- cnww Fn xQ o > � LL o� (� OL Z JQa0wlpzz ow0pa Qow i<� �wIL oQ o o pQzg< L aLL O O N OW z "o . o Qc/)�Ln 13- V) LL. V- W Lr) � 0- 4 Z V W W JC) l0 d' N N O CV O N O 0 — f — N N N N O N O N O N O N O N O N O N A N O 06 O N O M et c- CA CA O O N O Lo E ` N i T-- t-I 0 N 0 I M I 0 'It' I 0 Ln 0 1 61 0 I,- Cr M � Z Z o owUn vV LU O� _)ono I--- O a W L Z ZW -Q W �- H ~m0z =H- =Z Z j J Z W Z Z �CO00 OV a >_LU � Q Z ,-� `�zZ Q O Z J F_ U a OU o m Z ST Q Z z w J W N LAST PLOT DATE > Feb. 21, 22 z O STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP, GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGH•i OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • 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 SAFE VERTICAL LOAD APPLIED HORIZONTAL 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST+ 4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F12-0B 8F16-08 8F20.0B 8F24.08 8F28.0B 8F32.O8 8F12.1B 8F16.16 8F20.1B 8F24.1B 8F28-1B BF32-IB 2'-10" (34") PRECAST 2231 q3069 4605 6113 7547 8974 10394 11809 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 1 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 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 174" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 1 450 654 1 884 1 992 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 4"714094"1 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB BRF18-08 RF22.OB RF26.OB RF30-0B 8RF6-1B 8RF10.1B 8RF14-IB 8RF18-1B 8RF22.1B 8RF26.1B 8RF30-IB 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 15 68 2253 3129 4091 3146 526 999 1 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C_- 4m" ^�' SAFE LOAD PLF TYPE LENGTH 8U8 81`8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'4" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'4" (264") PRESTRESSED N.R. 116 39 24'4" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST v/ 2" RECESS DOOR U-LINTELS CRrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") ?RECAST 694 693 1249 5-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 r8F'16�-061BjCT ,Go O 8F16-1B/1T 8RF14�-1B/0T 8F8-113 4CAi7-*94M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12 iT 8F16 iT 8F201T 8F241T 8F281T BF321T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T BF28.2T 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 4'4" (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 T-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 1 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 1 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1V-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 1 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 (81 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 2-46 390 655 968 1324 B 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 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 162 222 341 1 446 1 546 12 646 12 746 12 166 261 1 424 616 631 8 1057 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 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 NUME!ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4~1`4Rrn SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8RF6.1T BRF10-IT BRF14-IT 8RF18-IT BRF22-IT 8RF26-1T 8RF30-IT 8RF6.2T 8RF10-2T 8RF14.2T SRF18-2T BRF22.2T BRF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 13374 4224 5074 5924 T-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 T-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 e 4 G e Q > G ° 8" PRECAST LINTEL W/ (1� #5 HOR CONT o G BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR C.M.U. > G �= o LU v o ' a #5 REBAR AT F J < ° BOTTOM MIN. (1) < M Ln REQ'D o tO 16 GAUGE POWERS � Ln STEEL BOXED ce a 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 WGROUT 1/2" CLEAR Z =C.M.U. Q g C9 00 z = In `-qREBAR AT BOTTOM LINTEL CAVITY O O BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP n UNIT'1871- 1ST FLOOR PLAN 1/411 = 1 '-0" F D O VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Rwiew completed and apprcved for cor pllance with the 2020 FBC 7th Edition ,, �.: �� r rnP Klahr PX2300 N N O N � r `= N 160 C . Iry J Do 0p `n 1 ® i Y / `✓�� Z LU LUC 0 -.r g .a W Z Q /N 0 ^ 0 W L -0;°2 U 0 M N ti C 0 C: Z) o 2 S O [Zg m a � s ��� _ iN V LL a: i o E. 00 m V W OL 0 J x2YZF-W LLI (D LU i �xO O0�LLULL QaX�ZLLLOZM0OHQJ g O Z�� ~ wz acnw LL nO O. WALLXQ0U=xJ a. OW OLUODEL W��zO�Wz 62 Q W O Q Y 7 g Q LL N 0 N Of Ow V) => US `M V) O O O Ln --� LL � � Q Ln � z 00 F--E z W Jo l0 N (V O i� O N O O 06 (O W M O O O O O O O O O O O N O O M 0 O N ^ L , i T-: I 0 Iry 0 M 0 'q- 0 Ln 0 (0 0 f-- Cr 00 Z Z - Z o WWfn O Q �_o�o Q UJ M z ZW W�Q W ~ t� =m0Z IX 1 Z W Q 2 Z of T� Z Z M Lu OVa}W M� W U) Z Z Z 7--1 Q0 � z g U a OV MMO W � Q Z Z -j W � N > LAST PLOT DATE F02MM z 0 STRUCTURAL DETAILS J A B (L) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 1 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 1 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'4' PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1l'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 1 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 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. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 2l'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 27-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand+ 203 203 155 215 R N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL"C" DETAILI'D" TYPE DESIGNATION P - PLAIN LINTEL r QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 ( LOWER LINTEL CAVITY [8x1 L/l U] I6-P-1 L NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY OF #5 BAR AT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L �1)#51.J (0)#5L (1)#5U (1)#5L ())#5U (1)#5L (1)#5UDETAIL'H' (1)#5L (2)#5U DETAIL'H' DETAIL']' &'J' DETAIL'K' 2'-10" l'-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 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14' 8" 13'-4" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15.-N. 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 1814" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (21 7/16 strand + 834 834 390 763 2 No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 1 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLD LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/IIU] NOMINAL W IDTHJ1J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-C' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVIrY [8x116-P-1L/1IU] NOMINALWIDTHJ `QUANTITY OF#5 BAR AT NOMINAL HEIGHT J 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 (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL?DETAIL'G' DETAIL'E' &'F' 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 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 7 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 114' 10.-0.. PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 17-0" 10.4. PREC/.ST (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. 5 659 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 836 836 426 763 No. 4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 524 524 277 526 (2) No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2) No. 5 (2) 7/16 strand +(2) 24'4" 22' 8" PRESTRESSED 2 No. () 3 No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY Of #5 BAR AT S-SOLIDLINTEL 7 I LOWERUNTELCA111 [I8x1j 6-P-1L/1IU] NOMINAL WIDTH] `QUANTITY OF#S BAR ANOMINAL HEIGHT UPPER LINTEL CAVITY MIC-rATI -ICi1 r%L-rATI 1101 TICTATI --f`ii 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)05L (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' 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 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'4' PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 1 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 1 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 1 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 1 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 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 1 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 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) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1084 1084 615 1095 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22'-0" 201-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 12) No.3 No. 5 740 740 393 772 l DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINT EL/ �I rQUANTFY OF#S BAR AT 5-SOLID LNTEL I I LOWER LINTEL CAVITY [I8x16-P-1L/1IU] NOMINALWIDTHJ J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINT EL/ �I rQUANTFY OF#S BAR AT 5-SOLID LNTEL I I LOWER LINTEL CAVITY [I8x16-P-1L/1IU] NOMINALWIDTHJ J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0' PRECAST 12) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5-7 PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 81-(Y' PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL LOWER LINTEL CAVITY [8x1I6-P-1L/1U] NOMINALWIDTH] I L QUANTITY OF #5 BAR AT NOMINAL HEIGHT) UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-113 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 R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GRt�uLD TOE LEG BARS: (PLACED IN SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7132" STIRRUPS AT 4'-0" cc Ln (TIED OR WELDED) InBOTTOM BARS SEE SCHEDULE 7 5/8" 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" m 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 24" 8" X COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4" 10'-0" PRECAST (2) No.3 2 No.S 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 + 2413 2413 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 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) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No. 27-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand +(2) 24'4" 22' 8" PRESTRESSED 2 No. () 3 No. 5 898 898 481 947 Z N N I ifut I ji i W- j DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S - SOLID LINTEL -] r LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL W IDTHIJ ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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' DETAIL'DN' 3'-8" 2'-4" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-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 W-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" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 1@7 O CD O O UNIT '1871' - 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 SOLID #5 (1) SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 7 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'-O" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 1 261 393 4 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE 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) UU(0) LL SOLID #5 (2) U (1) L DETAIL DO DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0' 2-8" 7-C PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-1a' 7-6' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 44' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE 12) No. 4 3765 7387 2901 6831 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION `'; • . • `'; : .; •. `'; . . . : •.. P - PLAINT S-SO.IDN/'WTLV [8x16-P-IL/IU] •• ��+.+�•. NDIBNAL VIDEBJ1J LNAIL �L1NtEL GVITYAT ••''.': "•:•'.. Hmff DETAIL' DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAN, r-RUANTITY OF #5 BAR AT S - SOLID .TEL OVER LINTEL CAVITY [ 8x1j 6 P- I IL/IU] PAWNAL VIDTHJLWANTRY ff t5 BAR AT kkNAL FEIC>fiT UPPER LB?rEl CAVITY TYPE DESIGNATION P-r^LiIN LINTEL/ QUANTITY OF 0 5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [I8x116-P-1 L/1IU] L!CMINAL WIDTH) I `GUANTRY OF #5 BAR AT NOMINAL HEIGHT) UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1 100 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 1 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174" 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.K. = Not Recommended V IRTLAL REVIEW ASSIST Virtual Review Assist, Inc. Pans Review completed and approved Or compliance with the 2020 FBC 7th E.&ticr' �,v nebrU Anne Klahr PX2300 >a N 0 N AF er V11 J D i• y! LO CO LO ° ° AROO1✓ 5 Z W 0 Z Q E VJ Q M N In 2 to V °° d M t o O o Mg S t Ups .N U LU (I'1 C N C O E M W ` 11-1 a � LU Ld LLJ co W OLU~ W Z co L O/VX=) 0 n/ aO �oQ-Q°JanO U00aZci OCOa. O Z a�0wWMC w<0O -jO ¢ z °- aU) °W° �°W LL gF- I- W Q °Q IS °(--Qli pO a C) C) N O W L\n � N 1/4 k C' V Ln Q M G U- z LqLI♦.. z z W W JC) N N O N E O E CV O O co Ob 0� O O O O O O O p O O 6 ) O O Ob N A M e- O (4) ) O O N r o > C-4"I co I '-t I LCi 1 t0 1 f-- 1 C M w Z Z L)vV LU oW(n L) O Q vo o M -0 F- 1- 0xW2 O a L� z ZW�� ~m0Z -W g0O Z >. Z>Z W TI _ZZLL >- M LU M� Ov 12 a<2W V) W T1 Z J Z !E Q O Z U v g a O_O c Q z W W W r N LAST PLOT DATE > Mar. 21, 22 Z Q STRUCTURAL DETAILS J iL) Moonting Brackets ,t1 Gartilie 4-1,`2'x4- I : Z'x FII Tr 3aKk CroSs 5Uaport h r(I-?Arta , in ASte Allchc-i Sl_lledute RigIrItElfatket( 063L(J') kits 1 T rjij A 325 Gal, 0 ITyl;,) it screws 1 OMS/8 AIC Unit Bost Jill Edge: Wa f In iss- - 'Tyr-­4 3sn fronIL Front Cross Support Self-Lmking Nuts (May 4c wt to W'A, Left Bracket (16 Gauge) 0 14 Self-Driling UrL-vsrs Thiru Bracket-. & Sack Cross Supocill Irm AFOC UW ni tons Sie rd (TypicA: 3 cach sid4t for hurricarlile area-) INS11111111ILATION INFORMATION =Ra" Snap Dwarwital; ass"i1c "a nislow ."d Idne will ariply7 BANDA Q9* nOPIN Y-A-tor *WW%MM Aft -fun iFYY, 5-ITI-tRuduat, I- pinou'." int'FA.CeFairs . R.'r, of Nes, Tieth-bony C-01- mwjp& r--6m- R.PW lame Floral RWlUfNiArV,-,ir"k *La 1.1wrii.-A FIV4g Lm*ner imanvent "diel !4rii Model 4154422 S nA,4I lOts* *1540-574 nP-rfV0,nf &A-6; rf5AN574 "TUS4tfi QQ41 mm y"yon R-- 2r3110 Crexel kintali Irx. CaunglarIn Rmkq S.Orcalegow. MI ROW0 cwo"l" kWhoe 5visuallon R" tern - a FarldisairgauIJAirs, d-l-roarandFlo,"e. Is" ..In. is"gluse, PJ116I PADI AMA Ct onnit? Miami 40000 postenn, Florida Department otBusirlass Proleswrial Regulaton SuildargCodes arld Stardards Product Approwl Application Detail F.", f I 121 MOM Cars 20 Case PaIKICS DIL2 Kral! t 6 1.1"sers V*� will"1111 il"Ood MAritirgyal. All V" P III, i1trit'nNi 42isorm 12rIt'I AI lifichers 7.h- F ri- F rt� L-ft 6-d- :54) 1^1-% 1 FT D Rod"A D-.nfi- 0,11 F.I.- Fioo. and V-4.- V-11 0,4 F­fl- Fr end'? -floats Vent Irtuat", Inowvert isabled Fiona V15M 1611 G_Qin 0- FII Veer inel. In mlettdl Fk;I Vent err 6- as, AUIZZUlx9n MVMk. Amfrerad far t.Ha€limpau Z Pass," 9mild M.- 1211 JrI;LM, r , y Y_ NIA .10r.dJrlo 12PI yes Y05F Yew WA:01- 1 00 Y_ WA Yes yes 01 .-A 100 ?_ Y_ WA NSA Poldis Departniert of Business & PrefeWonzi Rliquation F*aF I u, r Building Carlos and Standards V41=1 Product Alipit Application Detail Entry K C'"113 J-,o SO,. ,W2T ftR&kLAkW12W D"r 1 00 NS osrY 15068 rimc 775ar DW- Zoas Doc 5V 092 NA, 0114 pwdm IN" vasuwurrvas'"arill MAOMMU Fur Approval Arsao-00 aidw LoLan Bourn F, C&A.Y2010 %MX- 21 darly"r2c 1'�3 73 A--d (Ul, 300- MDO Qoft Assislax a AodroM Ix Uft AMOtadift Use now offlarr AiI WSWIM tt%#M)t elmm 121,311201t Y- 40 NIA +& 180 Florida Department of Business & Professional RegLlatton Pam. "04 Building Codes and Standards Product Approval Application 0"] fa= QW Pgricitis 2= r- Viledaulln 11012111111italrbUnIff content Enalneen & 0I Valklatilid By Validated Suble Ifted F8C Approsal Approved Status TM&M-TIV C41pOnOtIor, 5&" illawson LyndW F 5ohnitIt P E Ryan i King,. P E CAM,%71A_m I 2�1 Q02D Quir. 1/2102$ C5r3&2GZ1 Apploat CaWillary Exletor Doors IM 843-7825 pr 45" (81 n) 7971 SubCallinatory Sningnilit Edenof DI Assistolies sjasllor n#rfrin-rre�a. CompInaractilliall dTEIr*I'*1a.Rep.-tf­. M PT bFiession al EAgateer FL02046"15, Producte Quality Prod act Doertintiem Assn ranee Approvedfor Use firwroy" al Hil 2lilligillI for Use knI Resividant Chelan EllilittAM 1 a- Tilerrna-Tr rifler -Cystic and SMOI cw Nominal 50N,8 Opaque No yet T`m WA C-pasib, edge Faerg$- SwI Door b ThefnI Firt'Zia-C and Smidatf,-Stw Plaminal 69039.8 lIquoUmpattlIlquot Opaque 1213 No Yes yft f"A Comp.sale Edge! F.b"Ilasd Single Dmir -14, Sdcltv(s) (InsOnniltrCursusnill AO QXvOX0 nn C. Thera-TrO Tr Flref-ass� and SwoInI m S&M6 lliquoirimpaCMI Opaque 126 1 iflio 22 Pia fen YK P 4.4 A Compoeft Edge F-ibwglass Double Dow -th or Wft.1 "Feirles timm"out-I XX or OXX0 conriguatlona) 4 d, Tbeirma,-Tru Fjlre,4�,Iaaac and Smootn-Sw Nominal SWQ.0 i1quatimpact&I Opaque I Z13 i 1_2= Nla yet Composite Edge Fbrglarrss SIngle Dow trasaFq`CFJ1aWrQ. X MOIJUMI 5 e Tfieirrrla.Tnu Indie,-CUssic and Smace.Stair Nominal NW-19.0 &qWtt1Mpa1tffqi1ot Opaque 12r`11211MhA, Yrs i`ts RIA composite Edge Fibegass Single Owmilh S dalox(s) XO, OX or, 0X0 oislfilturidions) 6 If Therma-Tou Fbar-Claresc and Smoctri-Star Norronal euwo liquotinnomed4jot; opidrurs 12131r= "a Yes you WA Cornposts, Edge Fi berplasa Douala r-Ioi:vr wth at IIIA111I SdOI (1nvMrsgrOtftMrI XX or CXXO F Npuauorisl 7 and smooth-slar Nominal f&I Squad '"cMitim, Glazed 1= No 'IfIlls, II NFA 0;mpostv Edw F Wrlalsot, SwQla Darla 8 is T,,ermssI Fzru_Cbs&c arns Smodirn-Swr NO-121 al!039;a &quotl misractisquot 73,l2Xaes l2!t3"1r_II No Yes Yves NITA Con-toEdge F b*I Sargla Dow with XG CXv0XQ confogwallons., Tfie,mi Pber-Ciassic an�d Nominal S&I &I rnpiiallut", fAmoul Will= W Y" Vise to Composte Edge Fiberglass Dradt E_Iowf wliti m wnNg waeans 10 1 Tne'"-Fr M and smcom-si., Nominal S&IIII &quot.IKWGt&qU0t; Glared t2ri1rV22 No Yft yes r'lLA Corriplaeft Edge Fi blartases Single Door 1InsWr4KhAsv*% Xoninfiquination', 11 "On"In2l S&I 0 &C.01F1 F"PaGt&qJO1r GI -eel l2nli= No ytis yes OFT. vOniporatb Edge FIN"ass Sinigle DI,nth SdalWv) XC, QXorOONO cv,lig.,11I 12 t Th0,m*J1Fj Ftbal-Closise and Sh"0111I "numal 8&*3E;o &Aqdt;mr:*MtOI Gssted Utill= 140 Yes yes NITA sitholit Sidletars or OMD wrifilgiumlsonis.1 13 On Tnermna T,u Ffto-Usan, and SrFsc<Fm,Sta, Nominal fAM2 45 SIquotimpactiI Stated Melded t2/31)2= No Yien 'Yen WA Open 0:­ rowlis Edj. Fibinflans, SiI Dox (lnWng&NftwaQ XminfigIFnitaftan) 14 n Therma-Tr-u FlbenClassIc and Smooth -Stair Nominal BU39 8 Sgvotirrpacffi ssai hazed Widied It 201=12 No Y"'Ina *A open C.O.Posirts Foga, Filowitlasrs Single -; _m. Glazed litidled Coen SldrrIte(-,) On xoox - QXQ -fri.nation.* 16 0 Therms -TN Poer-CJO&I and qrroorb_:�, ?ddnI bI &quotl "mrMquot, Gloved Mol 140 Ym Ins OVA Open Cumposift Edge FiberWass Double Door-th ar nrim-11 Gimied McI Open .=.delrtds firannantiCurianning Mon 0I mrst4wbons) 16 p T1,.1-Tu Fiber.Classin -d N.-nal MI kliroirl "-del'aut; Opaque 12 G I Nc Y_ Yes, NA. Composite, Edge Fiberglasi; Svilille Doer We R&LIed Open 5-darlde(s-, XO WC 0101 c N;twiriisopm) 17 q Tlrenna-% Fiber-CLass, and SmIdoll,­15tar Nominal Suva &q.0tInWG1I Clue IM111= T4. yes t,°er rpA Comiposite Edge Fibeflaaea DwtFaa Door with or wftui; Glazed Wiled OpOn Scores YX - OXXC- Florlda Dapartilnerit of Sm rI & Prolossional Roqu ladoll Suildtist codes arld Standards Product Approval Application Detail Pr 1 d I nA25I f49E E1UL21: _rAI 7M V"er MaDUWIWIF fatKt 6taNrar6Uetrne YOU" any IAQAQRUIYM AD aina ReAsI 2020 o.Tlndsn- J_ scCrl crp VAL 11.1141 i W2dQJ 20 11RM.020 A;V-0 cat.9mr. awi_ [I SJI.C.1innI r4.11I 17.1irritur 1I rVs*uKI "1I1ftI Col""IfOrn rfirnh Al _Fernma FL=-RnFs,.d.= Quality Attains" A 1:11wonad for Use Awrowd for Vas tmam ABLQ- libaddi. 10-anehr 1 1116,00 Fwdad DasIvatino 41 MYKZ 2&SWL.M5u Italgall MWILU 701"Irpt etwe IMI V" sudir"; 31,­ Door 08114=1 In. V1. Y" rl'A March - 10 101-ff It i�u* 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 bel( -'they will be utilized on the construction project for which you are applying for a [4110 �manufacturer 1 Product Description V:3=IIII 111711ra, Tes_t__Pressur_es_ 1. 'A. EXTERIOR DOORS SWINGING :11 Fiber -Classic and Sm oothFI&;Star (NON -IMPACT) MIE-ras +67.01-67.0 ber-Classjc and Smooth -Star (IMPACT) 13ENT. +67.0/-67.0 psf Therm aTru !Fiber -Classic and Sm ooth-Star (IMPACT)full IiI N B SLIDING M I Windows and Doors 20 Sehes 41 Series 5570 NOA 21-0205.03 III SECTIONAL �!Wayne-Dalton ISeries 8000181001-8200 91105 (8X7) F L8248.3 +31. 0/ -35.0 psf 'Wayne -Dalton Series 8000.18100'8200 #1123 (16X7) FL8248.10 + 30.01 33.5 psf W ayne-Dalton S�nes 8�00018IC260 #1 1�4 (16X7,1 -10 v. a A +34.4138.3 psf 'D. METAL LOUVERED DRS '.Cutries Division of AADG. Inc �rll I VA FTIF WiS. nw. 9 I !2. WINDOWS I iA. SINGLE HUNG iM I Windows and Doors Fm F Li 7499.2 • .B. HORIZONTAL SLIDER M I Windows and Doors 13X +55.0/-55.0 ,C. ---------- FIXED :LM_I_ Windows and Doors ____--es 185 GEM rf �ISerles 5520 D. MULLION __J_�efts 1M I Windows and Doors 5764 aril Series 5500 OVUM ,3. PANEL WALL James HardIie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding Solid and Vented Vinyl Soffit It F Li 3192,1 FL1 3192,2 WAI SOFFITS 'Alpha Aluminum, Inc lsolid and Vented Aluminum SoMt !F06544 5 R +542/-54.2 osf 14. ROOFING PRODUCTS ,A. ASPHALTSHINGLES 13 Tab. Dimensional-__ UNDERLAYMENTS Jamko (fbr Shingle Roof) Felt Underlayment Plyglass USA, Inc . (for Tile Roof) �POLYSTIICK TU MAX as 12/23/" ,D. ROOF VENTILATORS _1,ThompsonArch Metal Comp. �T "id e Vents FL16918A ae !Florida Metal Products., Inc JVent RV10 Fi72 IF 311 Lomanco. Inc JDA-4 Exahust Vent 97.5ll /-97.5 1E. L------ ROOFINGTILES j 1Z ms_ 111111- 9.27 - FL7849.28 1213 1 F. - - - - - - - - - - - - - - - - - -------- ..... METAL ROOF )!Drexel Metals. Inc IDMC 10ONS,, DMG IKSS, DMC 175S. DNI le.UOS. DMC 5V FL17679.1 A. STORM PANELS 'Global it Protection Products Galvanized Steel Storm Panels F Ll 5076Ili .1 - FL150762 WII -American Shutters Glass 'Galvanized Steel Storm Panels F Ll 7869.1 6. STRUCTURAL . . . . . . . . . . . . COMPONENTS li A. WOOD CONNECTORS/ l'USP Structural Conn. I see chart ■ ANCHORS Strong -Tie B III :C. TRUSS PLATES ',ITW ENGINEERED LUMBE ',,Weyerhaeuser Building Components dustnes, Inc Aline Truss Plates p Truss Plates R im Board. LVL. PSL. LSL 999.1 - FL1 9!99. A I it F L2197.1 - FL2197.5 IF L6527.1 FL6527.5 3131/2 D. MATERIAL Cast -Crete Corp. figh Strength Concrete Lint�els _-A w4t.T.11 Igh Strength Concrete Lintels FL1 774 512&2_-2' The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the follovlling information musi�� available to the inspector on the jobsite* 1) copy of the product approlital. 2) APPLICANT SIGNATURE DATE .)i j- i �ti-,Oint vf 0 L FF ne.zFs & Professional Regulation -,iiddinq and Standards P1 o(fitict A4)PIrlVaIlApplication Detail p". I OF3 i rVM22 211111: Dab 221ILM QW1L Valiasted Ularrittleal FOC Atioloiall AmlincIodd Stft$ Ryan 3 AWS P.E 07II J-1112r2132D 13711 10rN2(4,10 App,-.d 4 PE-41-C > 5 9DDMV242 far use &RAMMLULUU 411111tact In "Wiz Ioutrade HVW Resisimt eirviiianum 12131022 Yes Yea yo* I"A n`FrrsI 12131CrLf22 Yee yes, Yes 414 ith Llxr )XO aque Yet, Yea yes hYA "Cl-'w" Tv! aque, I Z1311 CC22 yes Y" Y" Wk _aS XJMP ".aqua I M 1 1X22 Yes yes Inel, N(N tv fle-, FmV)A*,, 1273laC22 yes lF" Yall, Or'k tied 121,31111 Yes Yes fare WA, L _-'-;:zed llel=22 yes. VIIIrs yes nVil, ik- sj F, T, PQC1,F,,:O -L ��,Zeo I M I JI Y" Y" Y" war glassSr,,r F, FtT.T, aN r e utlr paw 4 rsu4 1251 =22 Yes yes, "of NIIA or cpe5d� vc-nVI i,, OXXO ?,�F 1:r 3T_ T,Llrsr 1.=agua 9213 1 rIUM2 Yes Vers; ya"; WA Ith Ito, OX v j I Z(31 01 Yes Y" yet i JrMTLFft"L "o:tSniarjt­ T '_,nVCt,Jr g; I Mi ;I Yes, yies Yes WA Ath 401. $0dtft- 1251 1= Y" Yes YAK III Atli 1 Z31 ?= Yes Yer No WA opso'* 1203 1 r2=2 yes Yes No RYA *V­ Fiat, XII ITT: I Opaque 1131 Q1122 Y_ yes, No twok A& or oxxi, S4 I TI 1� nrNon i''i opaque M3112M? Yes Yes No FWA 'XN'n IF� I', Cpaqe I Y- No WA T� J; _g[a,4 ofI. r eL X: IT:12r31Pi'1k"'2 Yes Yes No WA T G"t,F, Yes Yee r*7 NIJA 'Wo t F1 11 Otl`s#- "'It T: I GWOKI 1211� 112Q22 yes Yes NO NJA F mth or IF OA"AC Gsten 12r31,20_1 Yes Yes No N`A J= Yip Yiss NO KIAF FIF, *0 Mir= yes Yes No NtA gliw_ .Nth or OXXC, S- 1TFJ -(i,ri4v Cvric4nnar, of & ProhrOntorw Reg ill Ouftng Cotl..; " 4-4 Staridards ine4tict Apst AppiticalloriDelarlill Lure Rot-, rte"n 4 LXdF PIE ILI, ALI' 1 11 `4 SCr- 'ALI oxc) fr AWDPIF-!11-: OX X" PI 1 012 1 lVw I 29tr 20 oaf. Prflsana at lobvilitAid EKA--val ftalow a&_ 10I 169a,2020 I6n's-202X, 1271502ax Amen QVI Aligur Awrier"iffirrillis, HOC Awary"d for U0 2A901I kp"a 11TO Dealer) Prossurit His yes hie N/A N. yes Ns WA t3a1i2024 de Y. PAT WA yes 41, WA I2:3I121124 No Yes Ok WA Fir trilant orEr & Profis3sional Regulation Titrilcing C :, .ind Staricards Fr ,XIW Appfc,Ial NplikatiI Detall Part 0`1 I&I am& DAI 20 VAIIIII&M loa&mmw himmmll skild, J4,11TI P AnI "a taI lrd=020 12ASI AW-ed -52% 10"Isile RSMM negmtwt "Ir", No Yes y" -11 00(-35 OD 1' 11112C.11 No Y41 Yes XOg633 50 1 M 1 Q C`23 NO yes Y" -N 4006,30 9c,idz Professional Regulation f3uilding Slanclards Product ApprQFa1 Application Detail Peer I grl TFAI LI -If I !_t1b jio,, fit allbmuld Fail; Amr-Al Anh,,d UL _Z� InOyEliholl ZM&MM 12M V20M lWi*1020 AWO-j I IF 94� OW Appowt011e(litis As mynah IS Use in KWZ 21111111111JIM byDDl platkt&u rins'sone I" T 11 .1,1F .00 urg* -I, cif IM110202d yft Yes Yes N/A MAY it r.*,F I LL [tintent of Pw,q I, ,_.a & profn3sortiv Regulators Building C.wic, _- and Standards ft2-1 d- P;r,4urt Appg tv;,l Application Detail VIRTUAL REVIEW ASSIST.-._ :. ''_!_ ,..'. Virtual Review Assist, Inc- Plans Revie\,-v COMP leted and p roved for comp ilance with th e 2020 F C 7th Edition: by b,, A,le Klahr PX2300 �­"O Eirsasurn, I I -!-.I validslau al F 441 6(ft-1 III WK11. PE 1,1 14F 1 14, PTFsJ J�f CIL,�Ttj" gkwuAL�� L I, K�Fr�-� Sir I nah! 2t.- qtt-ft-am itiam aftft" Facisedeaval ft.1.1-ind staft- 11 M 7r2020 11J171I lla?mo Appr�*d AMININI or yes Awrined Our Me keom 212111111 In ouwkb Ofy"2 keekstent Prinatris Y4s No _610I Cll W C_ U) > c 0 0 C CU c 0 -0 a) 0 , CU c CD 0 U > U) - -0 E Cn a) 40 CZ co < 1Z 14 Z Z W CO CZ > 2> 0_ 0 0- < 2 a_ a) Cn < LLJ 75: < a) Z Z a - SHEET NO. PA 1.0 Florida Departmenl of Business & Professional Regulation P.O.6 sf 5 Fbnda Department of Business & Professional Reguotlor, Per r a - Build -mg Codes and Standards 1,12022 Building Codes and Standards 1�1i Product Approval Application Detail Product Approval Application Detail JL 220 Eilitky Q1111L elk Dahr Penclne lift 7 v �� l/SKNI n v h av �afneK6`tiCen4e it at@SI IBC real F AOeM �jQ�Q �}[� Dora Peadina � �3. Alt R-Res- 2020 Thsr rr eTru Corporation 8'ten•e 3n.P.-R Lyndon F. Sk*midl P.E Ryan J KRIS P E. 1010170021 owlar-KY21 1Oft W1021 12n M2021 Ami,,n d 3kof Ystaer) alintre ctura catsag 6lctno-a a Lis,y7pr YaMAZILAx yN!.dMsd. Ltd LAG.A.MWAIl Approdid otvl'➢r Category&Iarair Doors (8W 643.7628 PE-AWWO (all 3)767.a455 Adenatzn ZT1u PGTIr•daei- Jess Rosloi-i MemFOsds 91G0 CEP geurv:-i:ade aCCC.`dAL 11g5s�.N Ik1%,020 tvt1Y2si'<Cr Ac.:txrr-ed SurbCaM➢Ory: Sr+rgrng Exlenor Door Assernbiws Calegay: Waders [sa1)49frPt00 r'de', 31,.2580 Compliance Melted: Era)uatlon Reporthoma en &ireaegun- seo -,.g iraawwugl>iNnwrresc Florida Registered Archepct or a L Lensed ;lot da Cvmp,r,es Method:=txdtssuas Man a LJOR,Q un Prdeme real evnedr LAii1L4Site g� F l.e2o481-R7 ProdLLcta SRN Aseura n oe Aooroasd rot Use &A212b11l,(ftl::lall9 impact Design ass a P�#dsLMa{l'K t►mlbM et NA" ourw Ara,a ores. cote ad 9 Aistraltion-pas, eQ,xrad rid uv Ate. :ores ra Use A tLLCa3 { 111 HYIHj-%Kg*_hNK ReAvar spa Fig. seq a Product Modw, Numoer or Name Product Description Contract Ftydratan Nate in HvW t)urslde HVHZ Resh-Aanl Pressure 2 SH55m] vLsrge ledi a edvocl,p vnye Sngve is,.ng r rs Yc'x .cs °+j.A 1 a ThemwTm Fib(, Clash, and Smooth-SStar Npmlral13&ia'36',8 aqu.<, Non-1 Argpatx&quot. Op que 12/311;:1);t1 No Yas Np N,A GompoRto Edge Fiberall Gwyk Doan (InaarrgJOutswinp Xcvrdigurato,) ' .; Therma-Tru fiber-Clasic met Snauth Star Nominal 660306 aq wt Non-Irrpam9p,ot, Opaque, 12!31/202^ No Yes Nu N!A ornooslte Edge Ptarg less S;i,gie Unor wlrh Srdalw.s (I rl, A gloutl•raaq, XID OX a GXO mnhg„res4ns) 3 I Thames. tnu F ben Cassle and Smooth -Star Nomn6a16&rf3g;86glreNon-Imr act8quot; Dpaque 12J31+2022 No Yes No NJA Floerglaes Composlte Edge Double, Goo, Win a Without Seel, tea 1;IraPuilgi'CAIlfwrng.. XX rr OXXO xnfigaananons7 4 d Thermo- Tau Fiber Claasld and Slosuci srnl No11117&039G gq,Xt Non-1 rroarxEquot', Opaque t. VS11l'tD22 No Yas' to NA :Composite Edge Fiterglasa: SS1.9l. post 11rilinerryRORibiweng, X confl9v anal) 5 e rnwrrta-TNFiber-Clael id and Sncath-Star Nominai7&1/%O5'rglF3t.Ndn-InpaCi&t'duot, Opaque 12J31i 20Z No Y_ rx, Nil. Composite, Edge F,eeviass Evgle Die nith Soblo,(s) (I nsMnglCi'UGs..W_ X:i- `D:! a EX0 QWfRgW,itQna) 6 1 -rema-Tru FlW.Classw al Sm olh-Slav Nvnrai ?3ad4„^, aquorrrorwrrr altgsri opt gee 12,31 r2D22 rao Ye4 No NIA Fonda Department of Burins ;s & ProftesSiolal Regi!atlor Oqir npo„si/tysy Edge Fiberglass Single Door Sioddirtg Codes and Standaroc L.^. M'- 3rias.MnY'"iateaYrN Xp leuratlOn) 7 g. Thornlil Flbw-Cl4asic and 6°rr wth-star Nominal a8M34.0&quatNcr-dnaPacA3riuKiR'Coal 12i°31Ca07�d'; No Yas No N!A compost , Edge F',t rgioss Sirgie poor,*h PdtrCt A Oval P Pp Ileatfon Detail ro Apt Sctalrte('Aj (YnanirlghDumrAng; OX,:x,uo o2nAgurat,ansl 8 h Therrrd-Tru Fiber-C Wsse, and Smooth Star "vwl BR,s J Clagwt;NorFir»A'ax&qutR Opaque A2i31(2022 h3o Yes No NSA t1A7 4 C•,Ompoafl! Edge Fiberglass Double C+ow edin err ramd: o+ m 044 0as D I arw 292 WIllout Sdaieenaws (INIOulgex rig, XX 0e oXXC :in V1.sersn 8,,ufaetu'a coned Eieicc.r a L—, vdkw v Br Validated sularnitted vac Arnwval Asp--d 211 mhegueatto") 'd 0nerma-Tru Fber-Glasaicatlo s4`i*rciati+'z2ar elomnal 6947,J.6 aquo J4vn-IrnoLe%$quot Glazed 1211r2C42 No Yes No N.A AAlared-, 211,21 PGTII,uWk.Y', lens Rdso ile MaRI-Dide 6C O-SEER Mtarn-Dade B:_lc-`.,Al 11,"05.71N IIf,-WJ.N3 An,,,' d %anposry Edge Fiberglass Single Dolln, Cat.prry. ran es,_ (24134613,0100 ;rah: 315.25Xi tinevierplyl utswing X vDirrcrundroill 94CANegery' Fiaetl IrL6oL'yaKll�p�ndlrxn.50 10 )- Tnerma-I'm Fiber-CLaasxc aW r.1in-Star Noml l BU39:8&quotJNr,"ii, ,ct8,"Catari�a 12131',021 P-40 Yes Pb NiA Cm'pnr+urrhl ! CmrdAwaon elan a I_e*Ig c*^ Complosete, Edge Fiberglass Single Door uen Sidel'tels) (Inawngn,-1+J(svanq, Xi-_ O,t' or ON CR EWAIA 1t krheum-TruFider-classreaidurdood1-Star olnfiguRniansl Nemrmla3&At36,d8ouokNOn-3n'€ptx'&vux,(,;lazed 12Y31r4YY12 rR � Yes rvo N!A W is tiermri Agf•411N AxCWN �L fee l/airtuaL1. V_ks, HVH iomposer Edge Fibergtam Double [lieu nah or Steer e P nduct MW@L Nkenter yr Name psodxt wscndtlwr central Eadralidri era in HvHZ orisidn Pr.il slnloLSE SMeuna [Inswlrytoutsrr2rog. X{ ere OXX•� .. PW3527 ,Leg. re la Impetl, Will Flzed Wrol- 0 Mr525 Yee Y_ 't'es N1r• WrIfigurabons) I. I-7he,ma-Tru Fiber-Glasic and Src th-gar Nomnal 7RlKig,D agudkfiort-ing�.a3&parOt Glazed IMIRU22 N: 'Verb rdc NIA composite polite Edge Fiberglass Sings (bar Hen diniPaA.'Outwwng, X rronliguration) ,i rn T}wtma-Tru Pk.,Lla.ssic and Smooth -Star Nomrral 7&Nd'3g.O8q�wtrlo,t-irrttscLp4trvt Gl-.d 12131 roll Ma Yens No WA. Conpcsite, Edge Fiberglass Single {:tor oath *,ioemiles) (Inswrig,'WiRvAng, XO, OX Ci OXO �p1t5 Zug aligaggilialm N:r"a 1 .070 MI NSndr-, a rid Ewers CaRgory: endows S.tlCil.gCiy: Ho,vla ill ad. GMrp,gnP. McH1vd :;erttixlesm M1lk rs Leg r LR15301-Ra hdduds Vsa3 N-mud MUD. Numdr dr Nar1w H4, kA R- eld nhrt+2'e Fnn',e FL_417535.4r5 Tot Version Mrs faetl nr F;wsrvl 2t1:1 Mi 014-s and Dearo Caa4gay, ~en-•u slancM.9-ir: Wit-, Corrplgrss *Mhoo: Ev,ki0o Repot, sun, a. neRdrl Rairsieem Nd,11" or. Lie.nsee ni: id. Ftraeasr'md ErRW­ ELAVIAllmRs �.'eus San+ Pmucl Model heron,wfe,— . Sr'4d Floticks D®pertmare of Business & Professional Regulation -l:Iruh(i Cclxttirnent of &isa•r1' 's & Professiatai Regulation pall d BL41dng Codes and Standards Bulking Cedes and Standards IPdXt2 Product Approval Application Detail Piuduct Appt,wil Appgcallon Detail EndMY 9.t Ell Dart, Dart Eaxhr gr P& Do fffi!.°�Oa DM _. i�tra vaad.Ntl ID § F8C a.orevel i. 4eaz_.-'_ __.. .n_.. ..._ _ .�___ _ Er r ..._ d tale d x Seer trarmltl at YriILt1C Subrielded FIM: Aenrowi Ee♦Stid AUK Brent 9!,knw Arncrl,an Archt"firei Steven M *ll J,. PE t!N9iar.$)'20 'Gow-o 0 tons - -. - r . =.._n.: Anne-1 Ad Steam R4 Undr FE 112 11222020 1,/2saam Appraised IN"3fi3-3SY7 Manulaelura. A.$.sten ,717) 1'-d451 Mansia51 .=.:.r:NQaa 171 T}71 r.a4'S4 rnu dpsr�, �J :-,xn - _. .. o, Qµytiv ArMirrs4 A.a�rt„eed fr. use �pg,pg flu nU» _— ��E; ,., ., �rnfly,. A�ir"'r1Areaninsid jr, Us, Anuavill2tillut im0il'a OWM :.+ - .•I: lv N.-,I r,. it �: ' r (t . J. 'rXfl,., ,Igr s{I �411d11 DRIa�r In Hill outsw irr'11Ti Resistant P29.1Ne.P4 'F"¢.�F,',L I-:..+lbE_R0,e . Yas r4p :.. .. e< ,... 04107f2023 No Yes N. aQtX-BO Florida Department of Business & Professional Regulaton Building Codes ana Standards Product Approval Application Detaii l:d>yys& RAL Date Dra F'easdna Jk failed Eni .r A Lkreas ydidmd N YAf>mldSubmitted FOG A-rea Asw Ellen, siell- Lu:a Rams PE Steven 4 Is— PE IC10660-10 10,06ro20 lotived2o 12M5 " , - i71713R533111 RE- 3251A 717)117A464 t+amnrei�^mWld cote . , AudaAnguagat Amnaedla user. AORL2nd to lb - - , . t' i, FI III ,.• 11.v l: `J ockla nuns Illy imll"(774 Rio Dldsyin, ym �i Aleuts cdnfigurabons) -- 14 n. Tharms-I' u Ploat-Cabbie and SmYM-Ster Nominal 89039;0 &qud2,t4aandmpeel8gtalst, Gull 12 10022 NO Yes No NIA composite Edge Rbergla5a Single Goer (lrrswngnoutsw€ng X. cordrgunst on) 15 a Therm-Tru Fiber -Oriel- and SIm"h-Star Nominal 6&R3[t:D aquo[NaMmpea$gxnt Glazed inN2022 No Yes No NJA Carnposfte Edge Fiberglass Singh Door,.bth 5iteellies) Unswnglput%Wn% X:O. OX a OXO Florida Department d Business & Professional, Regulation Peg. t d' Fbnda De rlment of Business & Professional Regulation Pa- 16 p TnerrieTN FWar-Culasw and Smooth -Star wrifigurabons) Nomnal P,&R39:D &q,wtN'aMnpacY&guot Glazed 12ZI0022 hb Yes No NIA Bidding Codes anit standards rlil .', 3uilding Codes and Standards Composite Edge RWirgifts Coubla Ddor with or whoul Meldes OnsAling/Old.se ng, XX or CXXD Product Approval Application Detail Product Approval Application Detail onnfi➢uraharss) ', 17 q.. Then a-Tru Fiber-Cbssir. end.Smondl-afar Nox mill 0030':89wattion-Inlparimuc4, Opegua 12131 rW,' P40 Yas No NIA ------^^'�•-- _......., __.__._.. .. -_., ..._.,...._�.�._ campoill Edge Fiberglass Single Doof *Kh SALUMM - nuillsy2A5 S r',:.: Transan (Inswing/CXRswng, OdXCAn7rfurao nl 1e r. Themla-Tru F,ber.Gaaslc and nth -Star Nominal 6111039;88quoktdon-trrpa x&gsrA Opaqua 1-.MI r.YCQ Nc Yes No NIA S44t EIlIeLa D11k Data Dae P4t4t+d Pt f'Cft i gitt �. Dace Fearsm Comploades Edge Fiberglass Single Door vita 1 211 Yraren ma wtndurm contact Enal-f r a Lie-,y,�dmd Ell yeliall 3ubMrlcd:aC llmroval r �1 zm Yanst. r llatf Aggs �,AJ nlealed 8W aki Fac Amrwal C;.OXor rid Transom (dsovn�g/0u4vneng OfXO rNOX or OIOXO aonfiguraoons) Rr,haivn 2020 zeroes Harlxs 8al_arg POda4q :nc. Child Dlaraks v. Mgrew Tan Ja„ JartOrarv, P.E. 01Ks'T202i I ^1t42C3T 0+RM292t d:1g FCC A.yy,. R"Por, 11020 Ahitle Nick Thanpsra, LyndonF Schmaa.Pj RyanJ Ktlg. P.E 02n 1t20".1 02P SIM21 OX __7071 04., 3r -_ 19 s,Therma-Tru Fbertlas%; and 5meotMStar NomnsaI6039.88quoIRNon-I.rrpact&quo1i Opaque 12ni12022 NO Vey W. WA Cxagory: P"Wdls (rA5r 545-R95a t�4aaE2 35.; �.+-2,2R Category: Rare Will 1a1a1Su-.^a9-C434o_ Z 5 _, a -, Composite Edge Ft7erglaIss Siolle Clove Y.ith aubcal-Wry. adng cored dirxcksQ)tmeshrr5 &6catadary: ^5,^. rth—psaliferelside 1 SdNiba(a) QnnvAngrOulb-not, XO, OTC or OXO a:epplNrrra Mrhole FYaa:ahon Report tram x s cvrrl Cam(nlarel 000hod: Evalrolorn RtpW i s a , , a .. , ....-_. ... =erne"'. • , CandrludUa Head and 5s MrftnithWA) Floral a ageia ed Aediaeet ere L;Delsed Florida Florida Registared Ar hlhe t or e L€canaad Fiudoa _ ..:-; ::• It Therrrm-Tru Fiber-CAase€d and ElmoolMAW Nomlrml HE,p39;Q &quoKNon-€mpadx$guot-, Opaque 12r31P2022 Na Yse No FllA Prdasslrne Enpinex Prcfie skalef Enonaor - I . r Composite Edga Fiberglass Single Door, veth Sidslill VI naning/Outmxrg', XO. OX a OXO FLR131SM111hvduda.:.:- Cmnnuous Head and S40 ordarcurationsl A A 4 a119f eeuralda gdfawd for Use l�rowd_ Pa ua. la€ta1FI t 1 oak Aoar ute Assursrce orsd fc. the Aaaroved €w Uaa L • ''. 21 u- Therma-Tru Floer-Liessic and Smooth -Star Nominal 61039;6 8quot Non-€rrt raquok Glazed 12t3112(Y27 No Yes No r31A tita8 Produrl aroda. rsannr a Norma clgoft i Rioealon Dane gi111 Dul3idt NYttZ iti (gttd L Ep a P,.ow MntlY, raAWr n swel Prnd,rr oaccrtpn-I, C_ noses Expiration cats at FWz ourun. HVNZ Welestae i r composite Edge Rberg tam Single Door vain SinswngJawslai g: XO. OX or OXO 1 Ca Oalwi Lap &dog Ober.-cerrrnt IRP sR 9 l2i1Mn02? Yes Ye% NA WIL 1 it 6,4--`rli:}aoi %NM VenrW FYiid ovill .ids 12.,In1_ ^An Yes W ConeniuUla Flead and Sig ratSrgdXa,holti..) ,. RiedePlsok LAC 5diA5 4Wr-!+anent la p iLdng 12r?1y2rr3 Vs. Ye; NA NIP, - In&Raa Alleid-T0.agad, SlRrt looker Said'-.ran"SSoni W3,'-L• - 'b !ai Ib - 4 r. Thermo-Tru Fir rClassic and Snecoin-Star National lS&R39:0 &auo[Nan trtpar4&valet:Glazed 1'L'31We2 No Yes N/0 rjA 3 .. AgUaaa+,r&rgJ'Ar"O. 3+900s3'•0 tavr veworsiid 4` o:;fie ,Z 39+�,-.`�E--:'.. FJo vet to - C-0mpa7sele Edge Fbergass Single Pair,Ath 4 a"'.D--kilo. refs vent err Gal a trey, sate s7tsrrrDa+. No Yee Fin Sidai[al onS,MngrolAw,Nng: XO. ON; or OXO 5 t aga,:r->n ter OsIaq,.4: S.0%; V_4 d' luId vriod snits t7 a'i T*J23 Fb> vas. We conuous Head and Sim confxgurahorm) 5 a squcr =.,pw :.PnnE.gwrt. smip l cr salugcrti 1 a a rye 2,"✓t,:+e,z'i V_23 •4c+ ter. tacontinuous w 'hams-Tru Fiber Ulasak and : moothr5tar NomR30; lm! 6&8 8ouvt Nonewpaet&quok Opaque 12F3112OZ'1 No Yes NO RIUA . Composite Edge Fibergals, Dior Panels with vented F _-r CK 1;:,•tmart c b.r- m:, & Professional Regulation iudd,rig C-. -: - lnd Startcsards FT ,:�suct Appr:vel Application Detail bel aas 2" Goa➢ tittle E&OARMr I. L­ vamp" By yrla.me OL&MMO FBCAMMM dPpradvad $mill, Nam:`., , L_ le" lWkddi .^.ale VICCD - VAL ! IA15r2029 1 i3OWn20 1In n2020 Ac -44 (7411511'.,-25W GualW Asides Aooal for Use AmrrrrW for Lha tuwa gni .. I , . r carom itnaAratoneatt 6)all ou Ift HVNz R"Inali Pleasure V 10 - 05r,4W,26 Yes Yes Yea NM Fto, Ca Ckolment el E t n,: ,s & Professional Regulation Building[ t:.o and Standards PI uduct Approval Application Detail Peae ldl 16=1 �.aCL[l'C - D.e � iota Fa.rR,n gtu cnaK! hmen:s1,.e_W2yaidaredof Yy(atmg FaEAmwwt rgXLq r+_•.e"_.. Rmr.a : Janntn' er'annno PE 0Wfit'2720 MlrA20 1CAUX12020 1201SQ020 Appralrod -�y PE-5e1t (954.' -UZS4 AYE a1i1[voEt Agotated tithe Mairavediforuse,tmeett PteiOD PIM r1,.. h, I coewad Eadnliun Die liblivilz 2Al JJaiggaill J nF:r :bo.le-- .r - _ .nd IVIW022 No Yes Hu, NJA 21 K Thelma-Tru Fiber -Classic. and Smooth -Star Qdo64a(e) (I nsrtnWoldiweg; XA NM al, XXKX confgvraegne) Naminai 9&(t39,0 Aqua: Moh-7npxiSquot; Opaque i y311272i No Yes i•l� WA .^-,orrpoede Edge Fiberglass Door pa0els Y001 vented Sdeiite(s) (I nswAlyroutsleel X)t XXX or tMx --.Means) 25 y. T'heinis-Tru Fiber-Class€C and Smodtf;-Seri Nominal 6AW39:8&quot Nan-Irrpaat&quot GRol 1 1311r2022 No Yes NO NIA ComooMn Edge Fiberglass, Oar Psnelli VaNled S dilairs(s) Qnsv4ng70tasvritg: )C`i XXX or)=X Florida Departrtient of Bus -Mess & Profto tonal Regulation p..,1e. 1 1 , Flonclar tape rinii of Business & Pofessiona'% Regulation : F i­:, 3, I,:.r.,mert of F I-, tip.:,', & Professional Regulation Pape 1 a, ORMAguraudn@0 Building Codas arr, Staridall Bulking Codes and Standards - 3ul10rQ ( , nd Standards eer.n2t 28 z'rhsmAna�Tru Felber-Cl;;%RdGarld Sowo(h•Star Nominal SWS1',U&gaxat, Non•irrowlaquoY, 'Glazed t:J3u= No Yes r•d:> 7-:1'A Compaats Edge Flbsrgasa call Paasala'afal Vented �r {a trnswing Outawrg xX )l a XXXX Product Approval Application Detail Product Approval Application Detail P,,xflxl Appin.,.sI Application Detail ct4lrrgura bans) .. 27 Nominal 68ra39'.8 agkkNon-Hrdbx;t&quot. Glazed 12131!?022 No Yes (w., WA worms k Edge Fltie rgam Single Dow wth MOM 11, 01,1112 Noe -like s) 6rRvwnpr0 Rsrery_ XO. OX a OXO L"A Ear a 2dt 2rlt care Pmd- gat SQffi Entity Dt1t Ds Dae Paadna g.. :... _ i$5 21U 20 Pm Panama go 28 ffi.TPlelma-TeuFee,Glaxal,aridSnlOfdh-Star oon7gUradals) NominaIB&a38,ES&quckNari-`d«'x&guOt,Glal 12P5,12022 No Yes r+k; NIA � V-- MainufaaY� Le➢OLa51 Er�lartraLkenas 'VodwAW validated PICAmrorr ggggg,� ; -+� veraudt airwradmrar coolest Enan.rAL.w:r,.a yaad,itlerr yalledu t i :RcAmreai �.. r:... .. ... �e lq�iisa .. -,. _ - .. .. _._1--,.1 6i Val--,.. vandaad VibrYMa tklhma[W AaC Appla.R Moro'ued taatue _ Com):oldle Edge Flbeng law Double Dear WIt, R_ 2015 T.AA4KG Susdind Frunicts LLC Kati Eden Rdbmt Nr.rnrsa, v1en A' W­fch PE 1Lv)4J&<0 (M^91SrOLs, ,On 2R0:'C °2.n yg2G .N}.P'w.i1 Re'— ]0:17 L V 1PRORRr--.,'IC 9ha 7V, 0`1RIAan. -Urwy R. IRvdt Steven M jeon RE 01 t"Tr:Wo 1'5n& :d 09.22:020 17`1;4 JIM,, , - , E,G St�N Vilon RE a (21rX _ O! :g20 100,402020 17ltfir202g AW-led 3&a'J$1.1 'rJIdCIl�S(I ltaa»n�OsiFbY,vlg pi^Kt Gtagay: P.o,TFeg 44a7)B2a-a 644 PE-5Li66 efa541772�C21 Mean: Ca ,early iT+,A,C0! 013174A U16 PE-14011 I'117131,_8e,,a ::.:I..: N:r, - ,_ ... r'R _-x r •. '. iTt7' � 131-$4S1 cgnrtgvrglian; BLOICtteawry: s-erdit"les"eava kan....Wel lf�enrn 29 za, ihartrwFTru Fiber-Glaslwo saAi Sn,wth-Elan Namlraal aE,N39,0 &g4wtFdon=sir G1&qurtt Glazed 12t318202.^ Na Yes I°b rarA Cdn'pifanre Method E+1a>uasm Report tom A Rollin0 A; a .sin that ere on 5lear.1 compositeE eFber Inhere eH;.` YJX 3&R3U.D g Florida liety: Irtneff k8 fee t -mot'. Amf 9 SY`+rern I i - p.: n s 0. X Air 5id0fZb(sj (nea7ngK?umvarvg, , OX tx OXO Floade R stil.d Archi l a a Used C104,14 inc,* Glad:pt E'aWAI Cn RFpa1 tlin-,. d rr xMrgurabor,s• Prdensra,ai Engr,eFr 1. aLirnn zed Firma 3J zd iFierrrw-1 rss Flbery7assep arM SmooM-Star Nxirtei 8&R .C,&quot.Non-Impactaquut. hazed t2J3112CL.1 No Yes Na IWA Pi,,F WdlsIwA,tlin Fr,✓Ps-timer C-ngv±eri CGxnpoe to Image Fiberglass DL kve Door vrU, f LR12S2a-R4 P-oduds 383:39D Sxsewas (Ina,NlhgAti;taa,ang, OXXO (Wel", Att"arca AmrovadlW Us, Ayaryed 1a User YRd Dom; Fur �1Ma7 PmuOa -- wntiguration) HYa Fnswrc Ovaet Asarartt Aicrawd nor We Aporoasd Ads Line i72:9GL 2111001 31 ze. TAvv na-T(U Fde,.C1179a1C and Sm0dlr-Star NOri l M1139,0 &qupLNoaFlmpacrdgurt, She 12J'31r2022 NO Yes No WA ijal hvdLnlMMA. Hunear w tal Plodder DncrlyWri Cwrtran Eadi+lasl Do, �.A, vhZ Cahjgs g,tiatrr - rrYilro ASriltaaxa A[Nere4d (W Use AaLieytd la Use atd�t r__ t'. at,x:'1; �.. Crwari nsireilm _ =a,s Ia.tlIQlZ o,atida10W R 1 !fit Sams EowiNsiter Edge Glazed Fiberglass Srgie h 7AhAK0 Rai und.rta m nh(HVHZ) Door Ydth a wthasut 1&�Kraa➢:25deMe(s) flne4dnglOutawxig:X..OX.,X(,,or0XAocxlAgum/wnaj a. TAMKORouundarsym4nit(NpN-+Hvdaz:l Florida Department of Business and Professional Regulation Building Codes and Standards 3115)2022 Product Approval Application Detail FW625$-R31 9= Entity or 20 Dal DAM 20 smug IM VBCWQ0 Manufacturer Contact Engineer & Velidated ft Yericlate 1 Pll�g. Aizmeyad Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 10,'26/2020 1012212020 FBC 12M50020 Category: Roofing S9542331330smalpertapolyglass corn Robert pliaminen Knezev;ch, PE ApAtQYeI SuINCatagory: PE-50166 (954) 7-2-6224 11701/20n+0 Underlayments Compliance Method: Evaluation Report from a %fida Registered Architect or a Licensed Florida Profes6ional Engineer FL*62N-R31Products galg(Jpr A&ggK rice ADortlyed for 'Z use ARROL ad foe Uaa JMRW Dealm Serra 6 Product Mind, Number or Nine Roden Deco ion ConMael Emiradon 0*Z jp, OrYsfde HYIQ $ Pressure 1 PolydassRodUnderlayntentt Rootndunderlarments 10F2lrJIW No Yes NJIA 4WAI-Q2.5 1 Poly; ass Roof Undedaymetts (FIYHZ) Polyglass, roar a oildre merits for lice in F3C 1A23r2t123 Yes Na WA WA HVHZ fRitddiollons. " 2 Polyglass Root Unde.•prnMtS!ndn3HVHD P*21a5s FW lineMaym tins, ter use In Y202 12723 No Yes NIA eWAI-622. FRO n.R-H:VHZ jurladiaions 1 Polyglass Roo•• Jndedayments (HVHZ) P*quilss real undar!aymeres fort Sze m FBC I2n3=3 Yes No WA WA Fnr1d2 }ardadt�as-. 2 Polygla;s Rod' Unoertayments (nice-Hv)dZ4 Polyglass rod urdenalym tits. for use n 12R`23=3 No Yes NIA +Wad-622.5 11 F8C no"V4Z juddetRabom 1 PolyglasisRWOnderlayments(HVHZP PohglassiranderlaymeltsioruselnFBC12121'u?3 Yes No WA WA HVHZ pnedictons 2 Polyglass RW Underlaymems (non-HVHT/ Polyglass rod underlaymerits, for use In 12l230=3 No Yes WA 4W/v'•622.5 FBC non•H1n1Z jurisdictions : 1 Polygia is Roo Jnderlaymerts (HVHZ) Polyglass roof underlayments for use in rac12123l2023 Yes No WA WA Hi pinadrpfwes 2 Polyglass Roof Undedayments (nx-HVHZ/ Polyglass roof uncenayments, for use in 12r23t2023 No Yes WA -WAI-622,5 F8C norEHv+ Z jurisdictions. MIT" Ra'4- 2020 rT M ak Inc ced ga y, strr.Aleal canoe Vern t, sorica gial %%. metes CaRpllarI XdFNN4: Evaleatim Raixxt aim a EU2Is7aRe Praearm Present F-Ina dr Entity Pro" Modal IAatlbar a Nash Mi&4?8 2 hf106HS 3 MI t6 4 AfTI8Fr5 5 ant<..s4$ 6 TOR hnta 7 Ir"o. M120 Florda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail , dot fadit¢yriddtrd as mumm yA(ata paC Amnn'a Gent Ifiva Eon WUOab ACC Ersiraaal seNc4,. LLC ICc E1i.4p0d 766 ", Oats 1lte21 06n0.201, 0W 2rt021 Apfra ed ta52) sea-aa3s LLC ewMdan.�rt'iluMm f 295; ;'a5�-9�0 Rodct Desenotlm ra ere nlghaben,7tn husscanaictor, pale rust@ A1.Me Conrail Emlratlon Doe Arerurad ra Use In NVht Yee Appraswf ra tisa Oustde NVNL fa IMDW Rfaffiid NIA Dollar) lhessu•e N;A 12.r310022 16 ga Sued ho Were)" INS, cionew Poll 11/312012 Yes Yes NIA WA 16 ge. Inin ca,nevor [late /21312022 Yea Y46 WA ACA is ga nigh stdisri til cereal plate 1213"2G2: Yet Yes N,A hJA 20 geheph it/adgdl lrusa C9riAeda Nale QtPr?Y/22 Yea Tea NIA N2A. ,a ga tes. Re eneda plate, 12512022 Yes Yes WA WA 20 ga. ul Is Cardee4a plats 12131r422 —Yes -_-- Yes NIA NA l lr➢r Version Remsm 272-1) Lramnco Category R.,dng ,WOCaaoory: Reoing aCoe nox iN1 rt sn unity" Port raft" Roo" "Sypam Corpirr,ea Maddu: €.xioatrn Repoel fl(rda Regsitleo A_ ohd"t a a LK.n bed Ftcasde Prdassl,nM Eneaaa FtAlmz4m Nadr2s Seg,I 1R a AsL Mlm fa etrca p. Xasrw i fhca.ti li DAd x 7RIr0L.i4 neck -A, t11-4 R.adun4eba _• 4 n'.'-- yrnav°e±ur uses Fat HYH^ 5 1K N: N!A N,A r ftotluGtMwad-axr'ibera no Prrrden Disodockn , en iVni g� +,. _, `.. - -.-.t - ...7e tpt_^ t-�•ted 12/31 M'24 :-"•... : -• ., No Yse No WA i,tew,l4ns 1 TAhV_RI VIA T,, 1fff Ridge wont e'o' Uolae' 'i< 2G ga. RaCs: rwf weati aWr v'Itrr DalRc :i ae,'2 r"a Y. Yes WA Rbdun4enAynervs td uteri c9C:nrn-NVN MVXIJ2'1IW3 vier •ya: NA N.'A 2 TAA,L'Jt FM_netk,V4ar 2d pl. No Yes WA .. illrlyd�t Fyi9 3 TAM-0 Cl-Ve. Rod Vml wlni_ille .ti 0.p 5[ah.;;�vd'wiwi4:katrA'+n:'i[R1 +n11.+,7raled ba^:k Lcfi:°iid2i72a Ye^: Yrrs WA ' 4 'AW-) Rcvra 7:s, CR14hJQd V-1 Rtti 3axie lo'tlln ;Yv ps. halt f:ailr!ad ator v,,th r,elAt Deluy,21flI28 Yeti Yll WA Florida Department of Business & Professional Regulation w , r„ Florida Deiartrinal of BUSIaI & Professional Regulation F h,nda C-partn•ent of BL,s,rresa & Professbnaf Regulation P.O. I Air 1 Building Codes and Standards r ' i Building Codes and Standards Pit Iding Codes of `d Standards im2o22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail fL 7ff4.:.,2 am -NY nr ¢per P" Dare_Podel[Im PMA "a Ed!➢W W all .fit Data wnarn grr.. (..:.r'..".:.s':. EEC pate Date Date Pandind DR" Ciardiabir GaanearALicense ytlldatae err Va7Mas &AnndW roe AVGrars Agoama i2",t1L13 yet Y•nidn clented 13vRrieerA Uu roe Vrudred &r _vim dim rale Alederr;_ni t Valticuted Allikodw FBCloornYei &,ppulagga Iwo P rb nn Ketnrq lAaey r,1as L. EuclmAr 6 a«.yen Will, PE r 1 M 1 iY.3r"2(nJ _St�'?C 1 20 fY+70 o E, ,�� d ri, r s.- r. sFdrl 2L?9 8 I era Rpdng An '. a I dorm Roos IAPNO Lu, win Fv.iralial +rY W. Water -, 1. I,,U3/,otR 1Ay2P?u20 111pS- - �: WIT. _. I b ,Naha. r_a $. John vJ Knatelylefl, PE ,lSti0BC2020 091081202o 1 o101t2z2D , 2I1,J2020 ApprosYd t50119a,Y 6163 pE-37 +42 C.ieg,vy. R4ornd rA91,?#![i-a3 '1 Serrless LLC 4:05i 954-0166 r, .; :., t r •�, PE_441 (%4) 776=4 iWalFyQ sxnn'xccm aLt,Cx gory RnxsngT ks RxmAFl�i:uil�hae7 <o 1 Remo firma C omps. a Malbid- E,W1Wmn n" 1I .. nreaaes ew;wrk,n E�tar + _,. , , FL07 46*12 lercoods F 1 : •. fluasr Aaarsndd ilfttrrvM ter Ws Apororedfause- 210.2 w ors,ct Moa.r Murbr a woes - in HyHZ gearlase_ L _ '. ,, fig, AliprovedforrUsla, Aoonead,ra use IS= QUIN 9LL''M5y.1,.pASB'.gt t Lt&Hs,'IltU_w.l& AlW-9xyd loll Hmpeet I24M RIM From,-umr e,iW C' 1:1f31M=q No Yel NfA 1: N.,'•rh'-a ', -1r F"od F-jte .ftl�llinn Contract Exalrabon Dan Ad14" outside HVN2 Resistant Pressure Pr lhavol son Cain as Elml elan nWa. �rl� tDrsVdl: #nvm NVNL gggiyjr ggsq, Thatrl, aarcc a-nyaes ... .- ,. I:n-1. ,.l r •.:. tin., erNl ;^to, :I,. ralairr_d 1213112CP.';2 Vera Yes Yps N!A Line Profl. pal r-±Pyfine Rsshc Pool Vora 1.r1pr:C'� 5 Nc vas Ike •975r.":.° .T ::iaxany Fris,l Raab �:.P�e4w; Sian snake 41av Frofik-Saor" CA 1V3121740 No veer NIA l i .s'.I de r.ur La a:eon Meener,leerY Aes;nvd to PAj.yr�d O+Ni 4aaony Ft4;-out, 'Seaarbem n l Sliest. :Eay. PIRAW-P.isYa ':_A Nor Yee NIA .. - I :i n.r,, :' L .,h Stec! �txr ' retained! 1;lS120G2 M1io Yea Yes NIA r, to ..ea defy OD 5A .Far aemP. £.lit "„#lake I'J!1:'212G real hofilr- $ lice CA 1 nJ �, 2a20 N. Yoe NIA . � , r 1 I . L •, de n.'I'r r _yen. v s 1' 11 Sh Sire d.P. Solt S=1.aas e1202,0 1sOres - . tr, r A °: -12020 `t `» Yas WA taert E�aRa tea ma ma wgl Props - Kart. T,. it n 2Y ./Ig Loe,Ptcde Katy Ty 17YjlQ0_0 No Yes NIA Florida Depar"ent of Business& Professional Regulation Budding Codes and Standards Product Approval Application Detalf Y r_!. FLait'8q-R3 L-42 Ell or 211W 2. Data foindirw 20- ik-- version Manufacturer Contact ragods" a L ,..— yaneared 8yyaadated Sutin Med Mu2pno-, Apprayed Sates 'Y^-x^ Reyr6+c-� ,-.� A - c 11 Arnencan Snunvr alvi Gies. f 'r F Mite Ba lawn plan. Elan �lxtda E -rroy6 op. F%F e 1-.`,V2: 2_ 10+`a XI213 11=a1_v"20 1L1fa1:V2U APpr'+5a Cttngory: 9hunri e , (561) 712--.M, PE-LM 49 4951', 941-aTSP(� subCebaQory: sta- 'anels odoeboal[anselocannurie Cc mpllance Method: E,ral all Report from a Iscon, Florida Registered A.-0naot or a-oansad Fbnda ProlmalI En;giru ea FLa170illi Products Quality ASwlydnCO {Ayarprlad rot Use AR2Mbe2 for Use LM2W 2EW91 Spa i m Product Mvyei NumtwoNe • Product pascnlslol Ind Conuacl Ex iraMon Dan VH2 P Hyriz Ounbe _ Rais:stal Prasel __ I 24garalvarazsd Steel Stern PansLs 24ga Tlalvanzed Steel Storm Panels 1?J31 r022 lee 'rig Yes "a. F1aR&Y2Jni - sia,� Mtn version Manulmlurs R u Meeueer e fx` 7Ii20 Aleye caeegdy, sr 4 3 . , oleos 5,6Cateary. €revered Larro,er coviW M,ea Mandd. 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I M-g W 4"; �S� Se %'­1 'KIAW Vvrl VW Cow-v"Al nim".4 reor"" 40 l 4 14. &1*0,�o �V* X-IF'of MIa"twWo Set Dghtly. Tapory si,� 1:!, "6 ij'� Is 9$1�t 14 Wd ift".14 X YI-.al 561-Mii,�q T :irn" sciraw's VIRTUAL RFVIEW ASSISI Virtual Review Assist, Inc - Plans Review Completed and approve for compliance with the 2020 FBC 7th I __ , --, vinhr PX23Q@h 15,2022 4­0 > 0 C- (D I.- (D 0_ 0 0_ 0 U) (D 70 _0 0 L__ 0 C)_ 0 = 0 LL_ 0 -+-- CZ ,- 0 > ._-0 E 0 a) IL C:)- U) M Cz 0- _0 Cf) z z W Mi CU > 0 C) 0 < L_ CL Q) CM) 0 LU < (3) SHEET NO, PA 1. 2. M �. 14 MIAMI-2mm XnANJI-DADECOVINTY PRODUCT CONTROL SEC TION I I W5 S W 2 6 S 7w Loom 201 DEPARTIMNTOT REGVJ_%TORYAYDEC0_V03AC RESOURCES -an) %islau= Flondi 331175-Z474 BOARD AND C ODEAD&MISTRATION DMSION T CS-5, � V-^_500 F 0791M� 335-_'50 NOTICE OF ACCEPTA_NCE (N-TOAI PGT Indastries. Inc. 1070 Technology Drwt. North V*nice. YL 34!r -1; SCOPE: This '140A is bein I issised under the applix Able rules and re aulati= go v ftm* the use o f c o as truchon materials- The documentation subsisirted has been reviewed and accepted �y ANfiazat-Dade County RER -Produc It Control Section tic be used in Manu Dade Coutiry and otheir areas where allow�,d by the Authority liaving Jurisclictien (AM) This NOAihall not be valid aiter the expiration dateitaredbelo�r The Nfiam�­DadeCoijnvF1rodi;ct Control Secwn (JaMianu Dade Counq-) and of the.AHJ (ta areas other ihan.Mium Dade County) reserve the right to have This product or niserial tes-sed for qutlity awnraticvputposes. If this product at ulaterial falls topesfortuin the accep(ed inatuter. the matz*cturer will mcurthe experise of such testing and the -AM may isatuediately rev oke, in o dify . or - suspend the use of such product or material within their iurisdicliou� RE]k res�ves the riot to revok-e this acceptance. if it is deternmuedbvNLian-DadeC'-ovztvNodxxt controlsectionthat this prodtxt or Material falls to meet the requieweats of the applicablee budditigcode. This product is, approved as described herem and ha s been desimed w c ousp,4­with the Flonda Buildigg Code, including the Elio Velocity Hufficane Zone- DESCRUMONZ: Senits -9-S"W2 770"Vttn-1 Shding Glass Door (Reinforced) wiwo 906 & IMP coruers-L-A-11 .A,PPR0A7.AL DOCUATNT. Dravring No, INML44MO Rev R utled -Vtp-4 Sliding Glass Doo r NOA (L_Xf`)-. *ftt I throug �� . signed and sealed y pb 21 of 21. preparedby mam6cutter. dated M0515 and last revised on 02M 21 -_ tr A. Lynn.Nliller. P-E.. bearing;heN.fianli-Dade, County Prodw Control Revinon stanip withthe Notice of Acciptancenunibes and expwation, doebythe _Nfinai-lbade Cmwv Noduct Control Sechoa Missax he.AcT K-kTING.- LATg* and Smll Vns& Imprt Resioant Limitations - I See table I (1�heet 71 andtable 2 (shteet§) forappli-cable SGD unit sizes- don-sto piessures- rellIfOrceMen(S. Type,.�� gjass types. sill riser (see table% B-1 & B-2� sheets 11 -8) and anchor Layout sbeem requirements in I I thru 16 2 Rigid Wnte FV C_ Tan (Nion-white) Rigid PVC and Brown coated (iaizited or lanunated) white P.Lpd PVCto be la be * d per r e ferewedN."CIA - 5� f eq airetueuts � 3. Eweiss operabledocts must coniplywithulin ckarwidthotheightper FBCre is quiraneat as applicable, 4. Pocket walls, under separate approtr.�al. to be reviewed by Budding official L.ABELLNG; Each una shall bear a pennanent label with the mawfacruter'sua ot to lec-, c iry- state and series and following siatenient.1%limmi-Dade Counry lisodtxt Control Appro-ted"_ noted herem RENEWAL of this' NOA shall be consideredaftei a rene-vnal application has been filed and tbete Las bm no change in the applic3ble building code negatnely- affecting the perforzance of this prodtict TERXJ[r�.ATION of this NNOA will oc cut 3fter the expiration date or if these has been a redstson or cliange in the materials, use- and or mamiflicture of the product or process- Misuse of ihisNO-k as an endorsement of arry ptocluct. for sales. adve M-is or auy otberpurposes Shan autonliticallylenninate thiss NO-A.-Failisre to couiph-wali a-mr section of this, NOAAL&U be cauw for tervination and rftw%-31 Of NO.AL .01T-WMEMENT: TheNTOAnuniberprecededby the words Mauit-Dade counry.narida, and followed by the expiration date mas, bedfsplayvdin adveTtising hiennwe, If any portion of the NTOAis displayed. then it sha 11 be done in it eatiretv ]L\- sp EC­no,_\- � A c opy o f this en tue NO -A shall be pro vided t o the user b y the a sa trufa cturer ot its di stributors and shall be available -for inspection at iliejob site at the requems t olf"the Buildtnz- Official TlaisNOA re%*es& rene-n-, NOAiCO-0429.05 and consists of diis- page I and ".encepa,"sE-l.E-2.Er_-_;.E-4. E-5&E-6asw�eHw..appro-,�-aidmtunmtmentiotedabmv. Thesubaiineddoci nation was reviewed bv1shaq L Clanda* P1. . NOA i\_*� 121_0219F�03 Expir2tioul)atet Apti!114,:0226 Approval Dart. Nlarch 25. 1011 Pat* I PGT Industries. lat. NOTICE OF ACCEPIANCE: EVIDENCE SURNMED 2. Exidence Submitted -under prei$ns submittal A. DKINAT��GS 1. Drawi= No. ?M)-5570.0 Rev B. tilled'-V, iayl Sliding Glass Door NOA (LIM)­� sheets I through 21 of 21. pnared by manufacturer. dated 10,105.1 5and last mised on 04 :2 2 �20. signed and sealed by A - Lym Miller. P I B. TESTS 1. Test reports on-, 1) Air Infiltration Test. per FBC � TAS 201-9-4 Uniform Static Air Pressure Test. Loading pet FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Nfissik Impact Test per FBC . TAS M-94- 5' ) Cyclic Wind Pressure Loading per FBC � TAS 203-44 along with marked -tip drawings and installation diagram of all PGT Industries. Inc, represemath-e units listed below and tested to qualif�, Dowsil '191 and Dowsil 983 silicones, prepared by F enestrat ton Testing Laborattory, r. Iuc� � Test Repom -,No. - IFTL-w-897, PGT PW-5-520 P'%JrC Fixed Window (unit 6 in proposal). dated 0-0-03s, 14 FTL-20-2107.1, PGT SGD780 AAuuuiu= Sliding Glass Door (unit 7 in proposal) Fn-20- '1107.2. PGT CA740 Ali= Outswing Casernew ��,dow (unit 8 in proposal) FTL-20- 2107.3. PGT PNX17620,A Ahninnum Fiked Window (imit 9 m propo4) and FTL-20-2107.4. GT IV0620A AlumniumFixed Windcriv (unit 10 in proposal) dated 07113;20- all signed and sealed by Idalrnis Onega. RE C CALCULATIONS 1. Amboy verification cakulations and stnictural an*sis. conviying Rtth FRC 7* Edition (2020), dated 04.2110, prepned by amufacturer. signed and sealed by Anthony LyrinINMer, P.E. 2- Glazing complies with ASTME1300-04.-09. -12 and -16. D. QUALM- ASSIMkXCE Nfiami-Dade Department of Regulatory and Economic Resourm. (RER). E. '_%L4,TERL-k.L C ERTMC ATIONS 1. Notice ofAcceptance No. 19-0.30.4.02 issued toKurarayAmerica. Inc. fortheir 'Trosifolt Ultraclear. Clear. and Color PX­B Glass 1nterlaYers­_ o�pumg Dn 07,08124� IV. Notice of Acceptance'Nio, 1 1 �0808.02 issued to Kuraj ny Ameilca. In c. for their *'Senni-Glas! (C 1#31. and'"bite) Glass Interlaveiii*'. txp=g on 07-rO4-13. 3- Notice of Acceptance No. 1&-1106.10 isnxd to Vision Extrusions Limited for their 'Brown Coated (Painted or Laminated) U-bite Rigid PVC- Exterior Extrusions for Windows and Doors-_ expaum on 09 30-24- t Notice of AcceptanceNo- 18-1106.11 mued to Vision Extritsims Limited for their series *17E 1000 Tan-'10! anti lighter shades (_N-on--1A%ite) Rigid Cellular PVC Exterior Extrusions for Windovrs and Doors­� expiring on 12,29,`2L I.-haq I. Clmuda. PJE. Product Control Unit S�up*rri�or N-0A,7\10, :1_01.0.Z.0 Expiration Data.- April 14�!0!6 Approy3fDato-Niarrh Z4,2021 E 4 PGT Industyles. Inc. NOTIC 1E 0'F.AX CEPT_A�XCE: I. Evidence submitted under pres-k-ous _N0A A. DK4L"T1;G'S I � \Ianufacturef s die drawings a -ad sections- (Subinifted andty _V0.4 Ne. 11-010 .0-4) Drawing No- 'MY5570.0. title-d­ V mvl Slidine Glas�, Door NOA iTLIN't)" sheeli I throtigh 2 1 of 2 1 � prepared by manufacturer - d -it ed 10 05 ` 15. wltb revrsion A di ted, 04,! 0517. signed and sealed by A � Lynn Nfill-er R F, & TE S T S' I TesTreporron 1) Unif0ful StaliC.Au­ Preisure Test� per FBC. TAS _102-94 ") Large Mssile Impact Test per FBC-. TAS '10 1 -94 3 1 Cyclic Wind Pressure Loading per FBC- TA S 203-9#4 along with marked -up drawings and nastallation diagram ofvinyl sliding zla%. door. prepared byFeriestritionTestirm Lab. Inc.. Test 'Rem-nNo.rTLS"I". Aated 127ti�1-15. signed and sealed byldalmts Ortega. P.E. jesT rep*v revised on02 1516 and 02124'1(�i 2. Test report on 1) Air Infiltration Te-za- per FBC'- !�k S _2 0 -1 ­9 AT 2YUniform, Static Air Piresswe Teg- per FB( � TAS 202-0-4 33) Water Ressistance Test, per FBC- TAS 202 -94- 4) Large !vhssilee Impac t Tesi per FBC- TAS 201-04 5) C vckc Wind Pressure Loadins! per FBC. TAS 203-94 61 Forced Entry Teist� per FBC. TAS 202-94 along with marked -up drawings and trigallarion d tagn. m of vuwl sliding aglass door. prepared bY Fenestration Testing Lab. Inc.. Test ReportNo, Fn 854C date-d 11 '(�6 15- siggiaed and sealed by Idalmis Ortega- P_ E_ Jest report revised oti 101104 and 02- 1 F-20 16) 3 - Test report on 1.).Air Infiltration Tesa. per FBC". TAS 20-404 2 , i Uniform Static Air Pressure T". per FBC- TAS 202-04 3) Water Resistance Test- per FB(: � TAS 210-2-94 41 Large Missile Impact Test fiff FBC.'TAS -101-94 5 Cyclic Wind Piesswe ALoading per FBC. TAS 6) Forced Enirs Test� M FBC_ TAS 2102-94 .long withniarked-up drawings a�d miaillation diagr= ofvinyl slidtag gglass- dom pierared byFenesTration Testing Lab, Inc_ Tev, Report No. FTL 8447- d ited 12 0415- signed and s�aled by I dahnis Ortega- P E. jest report revised on 0_23 15 16) 4 Test repon ca 1) -AkInfiltia tion Test. per FBC. TIAS 202-94 21) Uniforin Static A,-r Pressure Test- per FBC= TAS _102-94 3) Water Resistance Te-A M FBC. TAS -202-94 4) Latge Nlivsile Impact Tm pef FBC � T-AS 20 144 5) C'NvIic Wind Pressme Loading M FBC_ TAS 2203-94 6) Forced Entry Test, per FBC. TAS 202-94 along wftb marked -up drawings and instalation diagram of vmyl sliding glass door. pnared b Y fienestra r ion Test ing Lab Inc �. Tes, t Repo rt __N- o . F TL 8 5 4 8 ated 121-0-4 � 15 - nsoned z and �e aled by I d almis Or ega- P E, (Tt-sr report r evised on 0 10 44 6 mid 0_2 � 11, 16). lihict L Clmuda, P.E. Product Courr&I'Uuft SuW11i -or NOA So. ' .1-020�.03 Expiration Dare: April 14, 20!6 Appr o v -a I Da tt- N La rc k 0'.* 1 CGI Windows and Doors. Inv. _NOTK E OF AC CEPTANCE: EVIDENCE SUB'MITTED E. -NLknRL-kL(-ERTMC-ATIO.1,�S(couriuue) v.!r.hAS`lN!C-51&Thennal CondwrIV11Y -y 0-881 BTLT-in; hr�-ft-' T. ASTNI F 1249 IAYTR-Pa�s. ASTNI D3983 Ox �gen­Pass, ASTNI F '1190 I-G. Durabilir;2No Fog -Pass. (Submided tjudeTprerlous NOA.Vo� =15-0401i.05) 6. Quanex Pan Durase complyin,-_ with ASTNM C518 Thermal Conducti-vivy 122 BTU�in hr -ft!_T� ASTM F 1249 WVM-Pasa. ASMl D 14 34 Aagou Pe.mearice-Pass, ASTNI E 2189 I.G. Durabilitv_'No Foz. ASTM E 5-16 Dew Point bevelopiaimt -20'F in -48 hr--,- (Subinifted un&-A'0_4 X0. 1_54-110_0�05)� 17� �;*ision Exttusions. Ltd. Parts complying with PN*C-A.A_Ntk 303-13. Vohintary Specification Pr of Sion for Rigid Poh-vinvl Chloride ( PIVC-j Extersor ofJes f VL Exr- t�iojy_ T_td�_ TX_l b AXNL-k Fene�tra.�ou F_xterior Profile Certification Proonam (Submitted widerNO-4.Va. 15- 040A 0 5) 8 Vision Extm Sins- Ltd Pans coniplytrig with PVC-A-AINLA, 303 -1 _3 f.5tibyitblet-lijiider.VO.4.\'o. IS-0-1K05) 9. PVC-AAN1A _303-133- Voluntarj Specification, for Riend Ptoiy,�,i(17,71 Chlonde f?V- Q F_xtenor F Profiles for Vision Extrusions. Ltd-A:'�*_1 by A�NL-k Feuestmtion Extenof Profile Certification Prograni 10- -Notice of Acceptance No- 18-1217.14 issued to Enerm Few-untion Solut w-q_ USA- Inc,'I"Of their "Tau 3040 & light shade (non -white) Mute Rigid PVC Exteilor Extrusious for 111ndows, and Doors�'. expiring on 02�04 �21, 11, Notice of Acceptance No 18-012.2.02 issued to Enerp Feneiaration Solistw-n- I-TISA. Irfc� for th& sem --White Rigid PVC Exterier Extr-ustions for Winclowsand Dooi-S7. expiring on 0212") 8,2 3. 12, Notice of Acceptance No. 2"203.03 issued to Eneret Fenestration Solution. USA, Inc. ',,,or their -Bronze & hot shade cap coated White Rigid PVC Exterior Extrus"s, for Wtudows and Doors—. expiriq on 04; 162 `5- F. STATE31ENTS 1. Staterrieut letter of comformance to FBC -!4 Edition t-10-Ift dated (4--2_1,-20_ issued b-v manufacturer. signed and sealed bv -Alathony L,-,mn Miller- P - E, 1 Statement letter of no financial interest and of independmr- issued by manufacturer- dated 04f 18:20. signed and sealed byAnthony LymnlMiller, P, E, 3. Pi -mate Labeling A - greemetit docimvnt between PGT. dated 03 1tX 15 and signed by all wvolved parties, C; OTIERS expiring 04 1211 RERTe�ii, proposals ;49-11-5_5 dated 01-10.2-0 approved bylshaql. Chmd.i_ P-E. exp=g 04,145,111. Llmq 1. Chinda. PT_ - 'Product Control Unit slap#nilor NOA No, N-QVI:Z�03 ExpiratiouDam April`14.202$ Approval D,-4t#. Starch 2;. :�.i E 4A NOTIC E Of ACCEPTA-NiC 1: ENMENCE SITNUTTED B. TE ST S (continued) 5, Test report cm 1) Air Infiltratiou Tes�r. per F13('JAS 202-04 ") Uniform Static Air Presswe Test. per FBC-. TAS '202-94 3 ) Water Resistance Test. per FBC, TAS 202-94� 4) Lame Nitssile Impact Test per FBC. TAS201-94 5) 0,� . lic W`iad ?feisaire Load in2 per FB C. TAS 203-9 4 6) Forced Eutr; Ttsl L M FBC. TAS '02-94 along with marked -up d raw mgs and instalbrion d iagrani of %,iwvl shd* glass d oor. W1 by Fenestration Testing Lab. Inc, Test Rep -on No. IFTL 8.549. dated 11 -061 5,,,stgned ar sealed bv Id almis OrTega,� P E - (Test report revised on 12,0415 and 02,� 11 16) 6 Test repon on I)Air Infiltration Tes-t� per FBC'. TAS 202-94 Uniforin Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202)_P-4� 4) Large Nlissike Impact Test per FBC. TAS 201-94 '5.1 Cvchc Wind Presslire Loading M FBC. TIAS, 203-94 alone ivith muked-up drawingsaud installation diagram of vinyl sliding glass door. prel bv Fenestration Testin2 Lab. Inc_ Test R"n No. FTL 8.4-52- dated 1 -1 �04, 15% signedu, sealed by Idalmis OrTega� R E_ Jest report revised on 011 -5:20161) 7 T leit repon on 1) Uniform Static Ar Pressure Test� per FBC TAS 202-194 Large NfLssile Impact Test per FBC. TAS 201-94 3) Cv(lc Wind Pressure Loading per FBC. TAS 203-94 along with narked-W drawings and installarimi diagra. m of vin ' V1 sliding glass door, prel b,; Fenestration Testine Lab, Inc.. Test Repm No. FTL 6658 (sainples A-1 thru A-2211 11 19� 1 O� staned, and sealed bv.rotlze A- Causo, P E, (Subittirred insder.A70-4 ,\ a H- 010 7 64) ,S Testreporton I') Air Infiltration Test. per FBC. TAS-202-94 Uniform St aric A ir Pressure Test � per FB C. TAS 2,02-94 3 Vateir Resistance Test, Pei FBC. TAS 201-0-1 4 Large Nfissile Ini;)aci Ttit per FBC . TAS 10 1 -94 5) C vchc Wmd Presstste Loadtagper FBC, TAS 203-94 6) Forced Erit.-i Te st. M FB C � TAS 202 -P4 iloni, ,vith wiked-up drawings and installation diagrani of tim I shiding glass door. prep by Fenessiration Testing L.1b, Inc Test Report No- FTL 633" (samples A- I thru A-5)� da 12 -06 10. signed and sealed by Joitge A. Causo. P E, iSubinifted wtderN0_4A70. H- 010,09) C - CAL(ILATION'S 1 Anchor verification calculalions and stiuctural analysis. comp�, ing txith FBC-2014, prqiared by PGT- dated 12,09 � I flarid last revised on 0) �`l 5,16� Agued and sealed by P.E� (Subutirted urttW_\'0.4Ao. 15-1210.01). w ith A ST ME- 1300-09 Glizing complies, Product Control Unit suptr �NOA'.\o� .11-021 Expiration Dart. -Af ril 14, Approv3I Dam. Nfarch f, E PGT luditstriei. Inc. -N OTK E OF AC'( EPTAN (1: EAMENCE SUBMITED 3 New Evidence Submitted A DRAX1*rCG-S 1. DTawirliz Nv_\ID-5�70.0 Rev B. titled "N'iwvl Sbdmg Glass DoorNOA (LN11y'. sheei through 21 of 2L prepared by n=ufacturff. dated MO-5 15mcl. List revised on 02,Fot' signed and sealed by A. Lyan. � Millff� RE, Note- Tlus revision comists, replacment of same existmg in-gallation sciry with flat head. B. TESTS L Nrow CALCULATIGNS L .Notie D. QUALM ASSUR-A-NCE L Nfiarin-Dade Deparinient of Regulatoiyand Econotnic Resources (RERy Ea MLATERLU C ERTIFIC ATIONS L Notice of Acceptance No, 19-030.5.0-1 issued roKuraray.kmeiica, Inc. foTth& "Trosifolt Ultraclear, Clear, and Color PA'B Glass Intertayers-. expiring on OT 2 Notice of Acceptance No. 1 77-0808.01 issued to Ktuaray America. Inc. for their Stuti-yGIast- (Clear and AA_hite� QasslnterlaN ".expu==07,0413 3 Notice of Acceptance No- 18-1106.10 issued tol.Tisiou Extrusions Limited for tlk6r'*B i C oated (Painted or Laminated) White Rigid PVC'Extenior Extritsions for Wtndo-.�. and DoDors"_ expiring on 09`30�214, 4 Notice ofAcceptanceNo, 18-110,11 issued to"Vision ExtTitsions Limited for their set .6VE 1000 Tan 202 and, lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions. for Windows and Doors". expiring on 11,29,`2 1. Y S-TA 11111-N T S I Stareaunt letter of conforniarice to FBC '"' Edidon (2024 dated 02t)V21. issL manufacturer . signed and sealed by Anthony Lynn Miller. P. E It. Private Labelinz Airreenient dated 03-0&1-1 between, PGT Industries- Inc. an,'_ II'mI s, and 15)aors' Itic , signe d by Dean M. Ruark- RE _ V P � Engineering!. on bel, both cowanies- �ffl 11119 11 * 6K I nais ?1; OA re vises & renew s 'NOA# 20 Al 4 : 9, 0 S (PLA iv � C. G Ijj � e.Viring 04:14:2 6, Z� The current assoclated PL A C GI f de =_1 1-0 2 05% 0 1 expimg 04,14� 26. Lhaq 1. CLh� Inch. P1. Product Control Unit Sup#rrisoj No-k No. 21-0.105.0- Expiratiou Diit., April 14-10.21 Approvil D2Tt'e., Nfarch :f �XV kC f ?T A-N t!i A-1 it t and Econimlic Resources (RER)= of I _j'-_'jC 10 1 8.14 isaied, to V isl0n Emmsion Lunted for their I". i' L-ttetloi j,-,q-USiOnS for"Indowsand Doors�-_ dated 08.4315� J, U A, .; o'O.08 isstied to Vis�.on Extrusion YE io. It 1� Ltn2ited for thm , (Nou-MIdte) Rigid PVCEIterior Extrusions for 1 6_ fXpunig 1011FII� J1111-1 1)ofti ditet! - " I on 12,1'29,-2 1 '�o,154 ��'8.15 isuiedtoViswnai=onLniiitedforthetr 31'4"'j� iflamted oi [..-ituinated) Alfte Rigid PA-C-Exterior F-itrusious for 1) a, w dateil 13,f 15. expiring on 09,30,49- 12.01 isaied to ENERGI FeaestrattIon Solutions USA- 01.-I� �,t!.V!A liiit- T-�kN _'01 4 and Lighter Shades (Non -White) Rigid PVC Erteiior 1. Nil for NN itldiows and Daors�'dated 09[1516,'expirinq on 01,%-21. � 4 -t, Ic U IS, ol for Windowsud Doors" dated 09*15,16- expiring on 04J'16,210. "40 0 � , �4'­'f.---_-Uac�-',' .1�,?-12.03ivA"to]EN7EFGIFene=tionSotut-iomUSA. Al 11 ire Rigid P X'�' Exterim ExtrIusions foi- Windows and Doon** dated Ll 1 022- 7_` 1--)-06 NAID527. _'-35753-09. perASTME-84. issued by EXOVA to Vzson Extntsion for cellulosic 14, Iw 411 mitted toKwaay America.. Inc. for their �o, 16- Il 17.01 issued to KiararaN Amenca. Im- for thw T omix vithM -51hEdition 0014) and FBC-611tEdition ­vi facttr­- ated 09i 1417. it d & sealed by L,,mnN-Vl1er. P,E. gue 7 IS 1 T issued by inanufacturer. signed st. dated 04 Rl par t'he� -tk-TeStfepojj� dated 05,-0517, squed by Ishaq ChandaP1. ITRI 0.01, issited to PGT Indusixtes. for their S-enes (Reinforced) - L311.­_ expiring on 04,14, 1 Ishaq I Ckanda, P.E. Product C ontrol Uait Supem'-.or N-0A Yo. 21-020F.0.1 Expiration Date. April 14, 20!6 ApproralDate- Nlarth !f-2021 E -3 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. DIans Review completed and a Aproved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (3) > C) =3 (3) (D 0 0 S_ -0 CL (D U) (D 0 C) 0 0 C:) > E 2 Cn (D C_ w _+__0 0- C/) < L 14 Z Z W mi Ei Q) Q) c- C/) cz > C:) > 0 0 Q) 100 < LU < March 15. 2022 1 SHEET NO. PA 1.3 — . __1 M. - Mfn - I 0 �. - , w4, In. 4 ITT] 17 lift, !,)� ro,,14�­i -I ir, " II -, - -I I- T4 Il. _", _xI"`­ PRODVC-T-EY'ALUATION L REP -OAT REPORT NO,: 2"72t.01 DATE: Juy 2& 2020 PRODUCT CATEEWRY: Shultsm PRODUCT SU&CATEGORY: Istonni Ps"Is PROMICT NAME: 20 GAGE GALVANIUD STEEL STORM PANEL MANLIFACTUREA GlobalP.rallsigon Products LI.C. 46W SW 5 I Slnie! Da%vii. Flor"33314 I...PUWQSEM F-VALUATION- Thvs is a Product Evaluation Report iesc,od by Wd*r A.Tillit, Jr., P.C. (System 0 a 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 020-3, Method 10 of the Florida Department of Business and Protassfersal Rellulatiorr This pre&ct itt bakV issued art Evaluation Report as descrihod horoin, and has been verified for awntifteroce in occordanice w4h Ine 2020 Saventh Edition of the FMtKU Bt#WNV Code. OW 10 verify that the prodocl Is for ft purpose ritendod at beid 6q,tvasent to that loculred by the Code This ProdtxA Evaluation Repon " be sucom to review and mrolion in ca" of a Bu -Wft Code dwvt thatt may ailled file briltations and conditions 2o, eVIDOCEAMNItTTIED: 2.1, PROW4 _19VALUATION DOCUMENT (PIE.0 Drawilroll NO. 20-176, 96W -20 "GE GALVANMEO STEEL STORM PANEL`, thosift I thru 26 of 26 proparett by Tifteco,, Incr� signed and scaled by Wahu A. Tiffit, Jr.. P E,; dated 0712802020 Title drawing is an integral part 40's E'VeltiStIOn R"M " .4�141 NtR,!k:,?/, , I-P, * 44110,0�0' ctk'!,���; � -I--,*-- iz�ll - , ." %� , $e .", - . - I I I, no jc.C7 ",I . ­ 1, . - �, ;Ie- _%,I-_*' W ' * - 'kj. ,�, ,_rA 9 -- , :rlii% .'�fa - _�,� * , 'ez - I A ink - -,ej � - - Ni - Im - _' ' V, I 0"" "' X .51 - W . � I , 1,*3.-IN�W36dlsfttl�!iuitejo"�l,misepi�fh-tti-.Ulltfi(v-ll�ol"�l�05)$71..It?()- '. W FK000-I.L1 kl,� A I fV,N,hErvKI�ELII iv-E:;" 2.,2, TEST RFPORTS-� LarqArnkj�* ,qrg#� , , � _I 11,11 favgue �f-,,id I,si4s viuref. ;;,,jtr(,t _­3 V 4D '- 7 - ffi_ w vjt, Pv ttwA,Tf$ TA, I p% Zfl' 2013 as pef sef_t,on 1626 ol the i�l -n-14 Ettiti-imp !�rfC# unifot-ri btalir iowis as pi�le I AS 202 Protocol! -esl I4,z��xds pff'oA neA ily Humr,ai'le Eez(,Inoilf�N & rostong, �rc � Rnrx)ras 9 96-569 daged usectli f1jAb, grc,4f.f�, ?Q,jbtWj D91 1, e.fl C4 , ��, n4i5: T30 nated 09�7(1,1�o�o6, ali thicle sIg"od and SaVel ty Hf-dor kI h4irdira , P f _, � , F� �tp Vrnqtn�p Tv. _r& 11 _L I ! , , . , - I �;l , , __ a.0-:2 4 � F � Ewa iib0,ujiPr,r. ;:,Vt, rt'T�I,f '0� . II_ :? ��jj'j _ _ C .r,,,:,,__ ,,, 9 2 126 d i5xxi !�,Won5A ,K49 -.NI"q6s-;,r,1 Ily (; P�i,�o r, 1_­� n, or,J� F -I- a no RIP,:; rz Ne ruiz i S-0 I _Oa, I'lled k1a,wr, .4, 2C)09, signed and w-Wee, by Edr-min4D LargatispadZ � ' P Er ane Henry HL-11", I P E TeII13* W-A ,-eL�Ifi;l Nu� K,M�197 -y f�X I '"iI.ITzit i .i, - LLj- � I �!i - % , ca: I= - zW �,�zj.r�� ,- 20E � -�-gneo anz %4,14k, hV F vank Gralv V E , Z.41. 37RUCTURAL ENGINEERING CALCULATIONS: Om 20 Gage G�Jvanvzthf Slot! !E�,or,m PI,inm for maximum par*� langth -4 ,i - 4 IT & I ,,f- Ej . vvfnd 5o.al. as vveii as maxinsom kirri,ol, jjpa,c�nq vs design w�rW load and vaslei . � jonglh rjaser ori :tirto,al am �,,oryiilvr,IIIIve orsly-gw, �i-�v r ocrcordince ,oIrfh sootion 16 16 of It* F!ondo B0idwg Coldo Cak;utzlIons p�'ajiam,d li� Tthfs�,,o kx� (fated I IjjD?,r08 4rgj 0-1 . I, I 2�11$, 34�ji`WJ aT'kl sCel",,� by'WaQvr A. TI] 6( ,;r, P L, 3.- MIS$JLE IMPACTREM7ANCE; Larl,ja M1,50C, impact uilde� sedorl 11J26 r4 mr.- F14�Fwj.,t 6�10,,mlj cr�atv a', t;w� TAS ,201 Pfotocol 4. UND LOADS RES4STANCE; 20 G696 G3 vamiZed Steul S10Im Pai-iial has boon vorsbo!i lo cu�stajr wtrwa ^*SXQS, MWAMM ;3nal k1,091h "i tie d 8 inIjjil�jllbd on 5t,*"15 a I C1, 14, 15 16� 19, r, o,.i 26 o! 213 of P,,Auci Fvati,iIat,otj Doe�,Ijoso�,ftt fP E D ), drawing No. ' 20-iTC, Maximum Anco�r Spacing shall br�aio iric[Kalcd on su-n-VIS 8� 9 10, " 1 14, 15, 17. I4, 19. 20 25 arvil 26 of 26, (if PMdtjr,l Fva�uiiw. Cior-Uf"I"ff� (P f DL)_ drawing No. 20-1763. 0, INSTALLATION: irstallmlion shall be Per'ormed strictly on ac<;Iordotwu with detai;s �ndicated on 01001% 3 thfu 7. 10 fIlru 20. 23I, 24 aN n 0126, of Pfodwa Eymtw"m Do"mem (P�E 0,), drawling No. 20-174, Minimum separation to gts%s gh;lll fie ma 00(10_004 o5n sheets 8. 14, 16. 25 and '26 of 26 of cirrodict Evaluation Cocument (P r E D, j, dr*wWg No. 20-1 ?a . 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I - I � - '. 1, ­=r - I __ - � __ - - - , _ - _ I ­___ I ­­__ --- ------ ­ L-L ­­ ­1 1. � - . . - . - __ - - .- tWI)t:CtjL%Al�tl��"()NLXt'rQ$U':��o��l�4�*Z:La I (1. MATERIAL CHARACTF-RISTICS AND SPECIFICATIONS: Shot' bc zlrctty in &=jruamo voic, General Note,6 arit; Componems. "JiTr,awo r,lt rheol 1, 2 and 22 of 26� of Produvr' Evalualion Document kP F 0 ), drawing ,. -- N0-2047C An-chnr spec:ftabonis altall bra as �rr�cjited on ror-eets 1- 7 iirwl 2i of 26. oriPioduct Evatuaton Docurnorli tP,C CU. drawing NcI 20-176 7. LIMITATIONS AND CONDITIONS OF UK� I , 1, SI'Lau ov voKuy incvmipliance with Gow�.irral ti,xiies ;,io 1� 8 livoi t4, inaiwivid on libire, I I 0, 2fi, �,,R INC41 8S 1C L 4 _ .�erlrr4CJ . 11 Thru 4 arn, 1 1 9if t 16,;-4,r srI i _ etoS # . , - ate- 00 Iollm,iff 21 oo 26 of lbrc,&L-A Evw"atiI 0 ! I P E rl Ll� dl;� No. 20- 176 0004" �� I trieW94 Ity TAkK,c,, wr_ aid ewXW. a W seaw by WaW A Tills, J�L_ r P E 7 2, Produc! may be Inslaifed wilbin HIGH VEL^-C;rf HURRICANC ZONES as entitled on OW w 1020 ;e of the Flonda Swildirg C4AO 7 3 Produrf sohall eilly te ir,,Ijc�how,�?Tste puleirt! ,Ionclvte� cur-cfele bloclr� and -ow fravm stru-mms, P;Wuvt Evilwation Repon ptWar0ol by Weller A TWA Ji_ P E (Frorna Ltrx,nme No� 44167). Presdent ellf Uleco, Inc- iFkvxW CA-aruM7191 *ArL_ 3 , I!' "IFIC0 Arv,l)" 44 COCOS , P r , -30 I N � 0� 11A., VoIZ, 1 ,�CTg_,N V.; oi; �, C , I H, �Idv,t - , lipp � �% M- - - G414 V41 dxL, III, Lti, 5. �:*w PAMEL, DRW. * , , mi.l�%l KtWAI V'r�olzst�, I - .� z I I L I eco w4c\_ T,' LLfT 11517ING & ENGINEERING COMPANY --- - ",' � �.II4 t( I �_ i'� � II �Kj I N 1. � 9 'I � - ,,I ,I P PROD V C,J-- tA--_A_LV-M 10 ,-4 yx p()" ,­ ­­ �,,�, I � - - III �REPOR I' No.. 20-07277.02 DATE� July 27� MC PRODUCT CATEGORY Srunes PRODUCT SUB-CATEGOAY; Stom, Pariels. PRODUCT NAME: 24 GAGE GALVANUED STIFIEL S1 GRIM PANEL MANUFACTURER: Gf" Protection Products. LLC 48W S�W, 51 stmel DAIAP, 1`10,1idil &1314 t PURPOSE OF EVALUATION, This tsa Pmdud EvWuabon Rew-1 issued by Walter A. TIME Jr,, P,fi. iSylotihm 10 � 1906) to file 619bal Protection Products, LLC Rule Chapter No. 6IG20-3. Method ID of the Florida, Deparitnitat of 8usiness and Professional Riagulation This "uti iS beint; isstIeid an Evaluation Robert as dirsi;:rbod halflon- and has beer-, venfied far ourriblIamir in accardance-rdth rho 2t2o,Savamm Ed6on of the Fo-de builuing A�Qde, arid to verivy. that4le p;wductis for The puIpose intended Al inas! oquivalent to lhall ierfirlied by live Codo This Pro,duot Evausitiv-, Retion shm be sutirw to review end reviston In Qm,ji 4 Eluildeniti -,lode "�rqo that tr4y affact its brilitlations and Conditions 2. _EMQEK_E_1U0VffTEO,, 21� PRODUCT EVALUATION DOCUMENT tfs.R.D.t� Drawing No. 20-175. vdvid'24 GAGE GALVANIZED STEEL STORM PANEL'. 4? oweols I thru 18 of 18 be w_wot) �;y Tiftw-xi, Inc. ' s4osd and straled by Wager A Tura, Jr I, P E � dazoo 07.'27,7020, This aravving ss. an Int"'I'r 744pis Evaluation Report A I , , I XTV ri�, Z,/"" 'p. 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N) ard - 8 of 18, of Produot Evaluation Documeol I'f '. ,, drawing No. 20-1711. 15� 1114 ��; 'TERIAL CHARACTERISTICS ANG SPECIFICATRMS; r � _�-' : �,�stricti�i#�e,i�i�,�ewit�,GW4"No*swwcompormftvKliQatecon ,, , � and 2 of I a, or Prorigc�� Evaluation Document (P.E.D.), drawing No, Z'-- I ,,�, A - specifications shall t--e as indic4tod an 04fiet I of Is, of Product E - �jori C,ycxt�L­ (P E 0 I. drawing No. 20_i7& 7. '-' t! TATIONS, AH.Q.00NDFRONS OF WE: � I � 0 be Mrw-* o� oompl*nr* wO General Not" No� 1, 9 thru 14, Irldicated C� , T '21 1 W 18 Of P?00.0 EvOilu-00n DOck,sy" (P.E.D.), drawing No. 20-175 I'A, IT J by 3teco. Inc, and so"!W " settled by Wager A. TO, Jt, P E �, , r- did shall not be In*v*%1 wlit" HIGH VELOCITY HURRICANE ZOkES a," 1 � fid cn,zectiI IM-2 of t1w Flordia Buikiing Code 7 ,:� �':: I ducl shall only be Inslattva, into poured c4neirele, m-Ame block, and "is, �, ::�!: :" mnesAriliclurvA P�, ,�:,T�, Evadixtillitin R*pod prispamd W Wager A. 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SLLF-ADHLRED FLASHING ia> 8L 0 OVFR RIM OIqT AND I IP TI iREStiol D or fl"',R AND WALL BY 03 tfi Ili-= I URN U91 JAMB IF `� LK) '10 614ANU UH 1--UUA'L V&AI HEH EXTERIOR CEMT. FIN. R703.1.1Wa-­, dcs!ar�oinl nnd cons1ructed in a manner that prevents the accumulation of water f J within the wa i ��i r I t f.A_ I I le h i r iL4 h e k- xterior c laj ding as required by Section R703 2 and a means of C= PAf7XT C-AU1. K�NG 40 WEATHER BUILDING PAPER draining to th RIESISITIVE BARP16P -0 -0 * = Sf7AI T0�50F,KASTS--­,_ L-NULK L*(XWiU > WIRE ATH R703.2 Wate-­10S. arlj t.,ireaks, Complying,"Vith A:5TM D225 for Type 1 felt Of other (1) 0 (Srr TCT All WP07- i 7­ appr oved wa f.)f all exterior walls No. 15 asphalt felt shall be applied horizontally, 0 LL SELF -ADHERED FLASHING 097 7, !� �- , �vr e with the upp*. ilier joli,ls, occur, felt shall be lapped not less than 6 inches. Other C: co cc 0 It approved ma,-,,- 'A If! 4ft�� stki­ bartier fTilanufacturer's installation instructions. The No.15 asphalt 0) > 14CAD FLASHING TIE-IN INSTRUXTIONS* 1. Cut, fold up & temporarily secure wea resistive barrier above header to allow for IT RIM JOIST felt or other L,, c -ri, - ii,-c mci-45 to the top of walls and terminated at penetrations and building appendages dc,=i0ed in Section R703.1. -0 F .0 — Q> C. Cn (D co M THESE DETAILS ARE GENERIC AND CU — C_ UshiN Installation C: C/) MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO Z 50-adhered Itashing plus head flashing under weather resistive barrier P R70311 Wa-,-, -t­ 1, r ;;s recii.n,Hd in Section R703 2 and, where applied over wood -based 3. Fold weather resistive barrier back over head 2 sheathing, st at least equivalent to two layers of Grade 0 paper. The BE USED. Hashing and seal with tape % 2) individual lay, C: IZJ,_, --vide-_ 5eparate continuous plane and any flashing (installed in accordance v ff:,;lsl� t�r i!iier i-; ­1­ ed between the layers. ExceptiriTt, voiod-t�,,jj�,ad sheathing has a water resistance SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WP02 SELF -ADHERED FLASHING CEMT� FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 FLASHING INSTALLAT10N AFTER WEATHER RESISTIVE BARRIER equal 1 from the stucco by an intervening, substa�­,�,i R703.4 Flash ne,_�., ­fld mechanically attached flexible flashing shall be applied shingle-fashii. f oaf' flashi� i�' ��hall be corrosion resistant. Fluid -applied membranes 31W ULMEN I PLASTER tXTr_R*ASIiEATt1ING '3M"-I-RFAD0FC0?iISTR NSTAI.L ADHESIVE TO BE APPUFP, UNDLR LASM 14C 1AMER HFAV DiRFIRK-A D CA- DOOR o[%ND RF Tt&�t f i-ASt IN i� !�L I/ FLAWEDIVI.Itii UPJAPAB 6- USE LIJUVID NAIL 8RANL MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUSSERIZE0 ArAiFSIVF MLLULD IN CQHNLHS ASPHALT ADHESIVE ,u THROQGH SELF-ADHEREL) FLASHING 1 SELr-ADHCRED FLASHING---, ip Mit MYLOX CMU MASONRY DI OCK PtPPPR tO IPGPINIGM R 00F C -N4- S E f Df TAh 'iJ, iU 11 on raml VITATHr R P, �AOI K used as flash h - I � ,,.I ),: , �!t �__- -J, r, i uctio; i �'Jl fla shing shall be applied I n a manner to prevent the *t:,ifningl WINDOW F&(;TPNFA t) srAt ANT AT 4) RFAI ANT.K)INT WINDOW RUCX TO EDGE OF COWATOILFrY rjcLr-ADticRC0 rLA61 ONG - N IXTL DAk4tNJ&,i%46- SCORED RELEASE PAPER WL Q�4t. LA.LVvfj 'AAwL AELE'A��E entry of wate� it�, components, Self -adhered �)I iuterj - r foriestration products shall be sealed at the juncture w th the building v c I t '3ss 2 �,i fade NS or greater for proper joint expansion and contraction, k f�,� the type of sealant. Fluid -applied membranes used as .XJTSIDE MASONRY . UOi OF flashing in ex�, % - '-. , , ]� i o�, �tf;- ill JE-,. tk?nd tv, it,� surface of the exterior wall finish. Approved flashings �%v . . . . . . . . . ..... ..... 2) SEALANT.UNT S) SrAl ANT rRz iNsior rw3r or shall be nsta WINEW"AN FRAME WINWW BUCIK ACWJS$ WINLX)W aWK SECTIOWA (SEE DETAIL V6*02)-, AND EX I LNU 10 WINDOW FRAME 'L- �rxlov.., ind dcr_­� openings shall extend to the surfaceof the exteriorwall 1:�ee. --equent ­�()n MASONRY— AT FACI IED PER 8F F All"P1113 N AR"INC', finist D /03 D -'.' tor s Li drainage. Mechanically attached fle)dble flashings 9) 1 CXX� F 1) SF A] AN I 2) shall afid doc)r openinQS shall be installed in accordance with one or morecif the BrAD nAIMING CIADDINAANDVANDow 51 folio, Aod fiashin, 'tructions, or for applications not addressed in the fenestration ins FRAME- 3) SEALANT MWXjW FRAME T SF L F-ADH F RFD F I ASH IN(ii _I WINDOW BUCK ALL I HE WAY AROUND. INCLLIDING SILL, NAWNG [-IANfl W (2 SEA4,JQ%RS� 4 S t"Ic, f�ashinq manufact-wror's instructions Where flashing instructions or details are si of extefi� r windo,,i, and door openings- Pan flashing shall be sealed or 1!LJ*­,�sf,fac#­ finish DO W,)l F ASH OVER NMUNC BOTTOM (8 OF JOK>T$ UNULI � MCKiNL; of the extetlof wall or to the water resistive barrier for subsequent Ij hl'np sh'i lrlf;i��­Pcirate t�ashmg or at the head PLAN(' (SEC DETAIL VVP071 I Protection and sides. 11 1=2, In nr rncthk,�d n! r) rrTstorec cesign prc')fessional, 13 1-3. In;, "1-15 1A Ins 250, .�%WAAMAI WDMA 300 or FMAJAAMAIWDMA 400. SCS 06 _fl5 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW W.. PO4 SFLF-ADHFRFD FLASHIN(. EXTERIOR DOOR WITH DECK W P05 SELF -ADHERED FLASHING INSIDE CORNER WP 06 FENESTRATION INSTALLATION AND INTERFACE 2,2.At �__`)Strr�.I_t�,,jn �s frarm., 1,,ir stucco walls, with projecting lips on both sides under stue, amnGtourid -Go 3.3,Ur i RI-FATHING 4_4�C( ti: 5- 5-WI --�f wood -frame construction. T`7�At M AY --wk4a, SILL AND HM) XTAIL Loll) ........ W ASSIS VIRTUAL PIEVIE A ssist, Inc. APPR"VFrJqHEATUft1_i X -ADP IF RED FLASHI-W-3 PATCH 7, ",,RL GFNLR1(` AND MIL'ANT TO SHOW GENERAL Vi ual R,vie leted and &proved APPROVED HOUSE-V~ - STRUCTALATH TWIN TRACK 2.5 3t4'CEMENT PLASTER 112 Mil (mmi DRYI OK FXTPXMr F < $rUCr.40 P lans Rev c V`-H i N i-�PROOF ING METHODS TO BE USED. ianc for COMPli L_ by De Edition by OMP W ith the 2020 F a An ne Klahr P'(2300 3C 7th APMOVED FLASHING TAM It^ f . 4 7/8* Cearnent %stet '.. 1 4 , "I" in accordance with Ir SEALANT SOCKET NTH TOOLED APPROVED SEALANT I k JOIST it WCQU BEAM i% JOIST BELOW SELF-ADHERLD I'- LASHING Fuundallml WWI-- 4 41 /111 I Aff� SELF ADHERED FLAS HING N J 4 ASTMC926 SELF -ADHERED SELF -ADHERED ,2 .4 Felt backed nwal "y. lathe in accordance FLASHING FLASHING �2 5) with ASTMC1063 ;%U J -A f Building Paper Cn WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCS 06 02 WINDOW FIN INTERFACE W P07 OU tSIDE CORNER XVAV/P08 FOUNDATION WEEP SCREED WP09 sheathing EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS 2x FR,\MEWALL--______ TILE FINISH 1 < LEGEND S L L F A H L I i L Ul I = LA S H N 6 1 S A V 1 1�tin"IiitIS 1' Stampede or similar IV F, cauk bottom DRAINAGL PLANt. WRIT DRAINAGr PI ANF (DP) WI-47i iFR RFSISTANT I_ , : joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO V2"DJROCK� UJ U) > RARRIFR (WRRJ brAND ORCAK VMU BOND RRFAK WFATHFR RFSiSTANT BARWR Sr"I F'r-URRINC, (sr) I Ali l PI AI;TFR ACCM;ORY Weep Screed Installed As Per Cn PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'4' PER PLAN % AT X Marlufact. Specs� cc Detail Instructions Refer to the number marked as each detail thiat corresponds to the V-0" PER PLAN I RAP �flt" itfRP`(_AiTG T �W VFRIN,)N,� TO T(_fi0-­' :_ANf3-_ A-8 ANA! R 1Z Cementitious Cement Decorative Finish in > 0 numbered items in the list of inc.,tructions Uelow: t1cr"(7 0- 1 Install self -adhered flashing in order as shown by numbers 2. stive baff ip to form water shedding Install flashingand weather resi. SLOP: = — ----- 8"CMU __1 33 1 k- IN H V bkivt: Vill ovclr WO( outside comer vvill floor need to be ritilitet .r 4" OR 8"CMU laps (PER SEAT DEPTH) A cut and caulked all butt joints m -ed to 0 3. Self -adhered flashng can be substituted lot building paper z z i i V FRANIOG 4. Split the release papeT using the ripcord fSplit release on demand, m,bMded in the adnesive layer) - for ease of installation and to FILL WITH GROUT EL CL _,, I - - I _ 7 T t;0WC?U44AL UHU1?-aNU V 1, becaulked using Stampede or sim. 0 minIM17e scoring ]cuts r 0- fHl*- A RE �GAP �S rf� Li 0 OF PIAS1141 STOP I S I R111 OP SAF UATURAL SrhMMKA(;L caulk for all 5. Remove all release paper per standard installation instructions and if-l\s L SEAL - -ir1NTzNtft'fLJ1,'� BACKER i D-FlAINACIF PI ANFIVRB i a— adhere to suWiate using a square piece of flashing material (13" x 6" Lu r ROO X 11-Ai Aii I ­­ RIP'Sof. iM.'reLAS11C Di r 7 1 (D Minimum) 6. Fold as Shown by arrows SLOPED MUD BED- < W W U LU 110ND RRFAK WR8 ACCEISSORY '.cX I AT I I -T C/11 ICU 7. Angle of corner may vary. adjust folding of the flashing accordingly to - 3: 0 4: /A -T: fit tight to corner VINYL SHOWER PAN N ol 8. Mechanically fasten as necessary X" The buildirilij paper and metal lath must be instal,e "d over the top of the weep screed. UJ ILI 4.1 N, C t)NTlN1_WJ1YS BACKER RIX] L '&ALAN I i .- , z . < 41 1 "1 ��! z FINISH -1 L ''1 < _J WEEP SCREED DETAIL SHEET WPI N SHOWER SEAT WP1 1 SOFFIPCANTILEVER W P 10 3CA1,E.NOTTOSCAt,F P-y580 Lennar ��o„� LL c Sin �2 Fah;L�2o�3�F to 0 114 Y IF r 10