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I 1_ I 1 1!1 _L IL-L I 1 11 1 11 :.LI._I _11 i I_I I---.1l I 11 1 ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BILK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUC rION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA - GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL - VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT �- -HEIGHT OF 'k Fo STEP DOWN = FOOTING CALL OUT - SEE FOOTING STEP DOWN TALLOWY SCHEDULE --ARROW SHOWS O= KEYNOTE CALL OUT DIRECTION OF VIEW 1 E --- ELEV NUMBER A9 qO = PRE -CAST LINTEL CALL OUT - SEE LENTEL --SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1---ELEV NUMBER LEDGER CALL OUT - SEE -SHEET NUMBER LEDGER SCHEDULE 4 A15 2 <- --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E-- - SHEET NUMBER 1F ---- INT ELEV NUMBER --ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER __ --- ARROW SHOWS DIRECTION OF CUT 1 f- All SECTION NUMBER -----SHEET NUMBER -`----- LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING`. A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARom LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2AD FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS REL't i VI= V DEC 79 2022 OCT 2 8 20 VR/\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N to 00 Ln ri"� i ]�)� Y a•a W i O �� w rr z nN �U-) �0_ E � o W L � c� C 0 P � � A' E W L L W _O U o o rnrn/ VO u Q t o , v - Y4 cn U w EO , C L cc)5= r? CD U� F a 0 till L1.1 (� W w ow o0 w~ Q W 2 J Y Z W Z 0000� JO QOX Q �U JCl)0 o x,�oZ2o ►- af')X�oZo�oomZz i; U O Z �Qn--oZY0 LLpw0 a- �Wo�Q�Q <�-LLJ �� O� o D 0QZ� 1, ¢ o �aU_ C) O Z N O� O 0 - M O z Q U) M LO LL 'q. I- W a, M QUQ� , Z I-- rJ Z IXD WW � o N Cfl �9 04 CV N _� o O 06 (0 M v- o N O O N N O O N CD N N N CD (�j N O N (D N O N /�/� O N 00 O � �- 00 O M r- N O (y) w OCD 1 I-LO� O CD O O 11 0 6 0 0 1 N,^ �1 , > p 0 N 0 c� 0 mot' 0 to 0 (0 0 P-- L I CT 00u) z z O O}' WUr_> owv) O U_o�o TT -0 �w�� °W� 0�af Q =000z f- z r n V Z ;� J MN w �2zx 2 00 w N O J2z 0 Q U�Zz Z U U o0 W � z Z J W04 N M o O LAST PLOT 'JATL Jul. 21, 22 zo COVER SHEET 1_ _ - _ -_- ---1 1. - J S6 = H U �— a� ELEV. (-) 0'- 3 1/2" 30'-0" 42" X 42" L A/C PAD S3 '-9 3/4" if 3'-8" 2'-3 1/4" 1 1, 1'-8" 1 L. 5'-4"It 4'-0" It 3'-11" it 7' X 3' A D - ❑ (V -10 B 00 12'-0" co _ ti ----------- --- - N cli ti I— 2 O - O M B FiB �n GG S3 —D S3 -- - ❑ UI 18'-0" _ _9 0O GG O iv S3 JO I W Z ❑ -- ao ih u a> Q a N I co LL W �- 0 N N ICD AT -- 13 N(n z > N C? ❑ T-4 5/8" 4'-6" 14'-11 3/8" A--_ ❑ I p - - C. ❑ -1 1/ ---- D RAI f� --- ❑ I 0 10 GG /.\ N 00 ,_ S3 1 7 in ❑ D 13 I I L/ 5 z ❑ -- © N H-o -1 JO v 0 2'-3" o f Wrn Z M W.C. 10 1- 9 U I o ❑ - ❑ N A, I I LJ 9 � 11 I � 13 5'-3" 2'-0" 8'-5" 1, 9'-4 3/8" 210, ❑ ` �- ❑ _2'-15/8" V . �_. - o D M I I _ ❑ I i i N _ 7 K ❑ o GG 10 S3 S3 i0 LID C? 4'-3 7/8:" F 11 I .- ----1�---------- ❑L----- —------------�-- -- in o N i0 N 14 ❑ 10'-2 7/8" 9'-5" ---- CONTROL JOINT CONTROL JOINT I -5" o M ELEV. z O 13 C -,v (-) 0- 4' = ❑ H � J O U_ I ' ❑ - H- ao a F- OU D °° Mzt b CC A S3 N S3 C.J. ❑ _ _ in I I I 1 B E z ❑ 0? O ❑ ❑ ❑ ❑ ❑ - I M f_ _I T-5" 1'-7" HB S3 U E A 12" SQ CMU - o w- O O C.J. COLUMN - C N — — ❑ ❑ a (V Y S3 1'-5" 16'-0" 1'-5" 8'-6" -10 10 20'-6" — -g _6"e. 30'-0" ELEV. 0'- 3 1/2" �(-) _U_ U �jo FOUNDATION PLAN- ELEVATION A 1 1/411= 11-011 ELEV. AT 0'-0" (VERIFY DESIGN FLOOD ELEVATION OF LOT) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95%" OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN • ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ID = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 0/ 1-1/2" DP X 13" WIDE RECESS (4) ICE MAKER LINE 55 SINK - KITCHEN 66) REF 70 WASHER 80 W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING Q THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY ODD MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. OF PAD 24" x 330" x 16" #5s 6" O.C. EA. WAY DP OCT 2 8 2022 VV Virtual Review Assist, Inc - Plans Review completed and ap e for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N 00 a =O W 0 z Q n` N F 0? O ( 4—,� V) M M -0 C D _p u o o O o m Q • Ci } 41, U W 0- ; SIN` W V L. O) E? CD O� CL W LLJ (D W ❑w W0,~¢ '� ¢��_j 03:w�tLUOLL�O Wow <�YOz0, z 11)�a(U Q f— <ox zWWoz20 o OO Z OEOOMQZ�< �QQ aO Z _j0a>zYozz�QW0 JQ OW Cr }a 0 Q~pw 2��_uawo2Q�¢ s Q<z Oof Wa o �aW s$ O O Z N O W A V/ :D 1 ` M Q �: O M Q U) � t� LL I— Iz 11 M T— 00 Q U Q Z z LU wo J O m QD CV N 0 N N 0 O 06 M / - - - --- co as r- o (14 0 N 0 N N N C)C) C) N CD N C) N CD N CD N CDN N M 00 C)r- u7 M CD M � 6 M coN C)0 C 1,.- 0 O 0 O O 1 0 6 0 O i N o a c-41 o co 0 0 Lo 0 (fl 0 h I I 1 C CO (%� z z o -z�W(n O UoEEQ � W W F2 < Z Q ~WD< = z I- = Z (7 O � J z N 00 >-�Zaf O M �zz 00 W N O-1�Z O Q U�zz z QO Z U U � o� m Q z z W, N WC14 M I CD C:) LAST PLOT DATE O Jul_ 21, 22 7 O FOUNDATION J PLAN A — - - I I 1 11 1 1 1-1— 11 1 __L —1 1 1 1 __ 11 1 1 1 - B S6 i S6 A S3 8'-9 3/4" SH25 HID AT 7'-4" EGRESS 30'-0" 13'-3 1/4" 7'-11" 00 jl�3 1/2" 5068 SGID Co HB BRIG WALL OWNER'S SUITE 13'-0" X 15'-11 LIVING ROOM 8'-8" CLG 15'-2" X 16'-3" BRIG WALL 8'-8" CLG 9 ^GG \�, �3 zt co 75/811 3'-4 3/4" 51-6" 4'-6" '-2" 7 5/8" I`� __14- -_ OTE' PROVIDE 1/2" PLYWOOD 2-0" DRAFT STOP IN FLOOR L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) DRAIN 00 2),6 KNEE (0 KITCHEN SHWR HD-- & VALVE 00 A TOP") N U_ I—W) _-.7 9'-T X 14'-2 AT 3 1/2" Uj C14 < REF 8'-8" CL 6 A7 UJ 0 W< BRIG z Q_ WALL YU) 1� CAFE OWNER'S 2868 BATH -RANGE W/ CN 81-611 X 141-211 HOOD 0 LO _j ^GG 8'-8" CLG iz— C14 U)< S3 TB_ TILE TP CPT. 00 1 (0 A7 CID 04 C:) -1 (N C14 DW_ PLUMB < STACK A3 9 WA L- �0 U') 7 5/8tt - -4 2 3� 3/4" X-7 5'-8" .-loll 2'-2" 0 4'-10" 3'-6'_ 7 5/8" W.I.C. TY DRYER 00 OD VENT (0 co (0 C14 C14 PANTRY A7 HANSEN zo U) PWDR BOX--- W/S AT /(G G� �2 LID BATH 60" AFF 1\ �3 6" WALL 00 W F� 0 (0 -A 00 - - C CN L,�RG 2868 - S&R WALL 80 20 MIN FIRE 4" INSULATED RATED DR c" LINE OF FLOOR rp W/ WEATHER ABV -- -_a zo C\1 2) 2X4 U.0 W/ STRIP 22'x36' PROTECTIVE I ATTIC BOLLARD ACCESS HTT4 AT BTM & P(S S20 4" INSULATED AT TOP BRIG. WALL 8 TWO CAR GARAGE 42" H. _U7 19'-3" X 20'-0" SLOPED LOW WALL PT. _05 4 `�iOyER D ILE C3) S3 C1 C2 LINE OF GARAGE IN up - - - - - - - - I OPE"IOSTION A rkk//TIE BM SH 1/2 HD AT 7�f M-,,/ AT 10'-0"' 00 W 260 0 -0 CM0 00 1/2" TEMP. GLA�S 9 6" 5'-4" 3'-8" ENTRY 16070 V Ail V f11 n 11 16'-0" 20'-6" FIRST FLOOR PLAN- ELEVATION A 1/411 = 1 1-011 8'-6" 1 _0" Ir 9'-6" C I �1 00 Lo �3 A3 NOTE: SEE SHEET S-1 1, S-1 2 `2382'FOR LINTEL CALLOUTS & DETAILS C? 60 - N w C 2 0 E 3 A T E 8 E 2, LL W < TIE BM AT 10'-0" bo W B �6 r 0 OTE: ROVIDE R-1 1 F.G. NSULATION IN S ALLS ADJACENT 0 0 ATTIC SPACE NOTE: PROVIDE R-1 1 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY W ZVI NOTE: 1. SEE SHEET S-1 1, S/12 `2382'FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE I 301-01, �TOP T __—> AT 18'-0" C? _"V 80 20'-6 1/4" 9'-5 3/4" 0 < SH25 HID AT 7'-3" z It EGRESS co C�' 60 rn CINI M 1-- U) < ZD C? C14 X 1-- U) < Co LID C14 BEDROOM 3 111-111, X 101-11" 8'-0" CLG BEDROOM 4 10'- 11 " X 13'-0" 8'-0" CLG U) 9 R&S �� 416" 04 SH J 3068 BF 0? 2668 d 22"x36" ATTIC ACCESS M nm 00 06 9 00 CID (o C14 4" FRAME WALL R & S BEDROOM 5 111-111, X 111-11" 8 -0" CLG 00 R&S &W11 SH25 AT 7'-3" GRESS M S6 �\�.Ty P. ROOF BELOW 2'- 10 1/8" 17'-0 1/4" 19'- 10 3/8" 30'-0" BEDROOM 2 111-111, X 101-11" 8'-0" CLG 2668 (2) 2068 BF UO) UO) FR & S W A7 2668 )TB BATH #2 A7 \8// C RETURN U NDE DOOR] AHU TP c? SECOND FLOOR PLAW ELEVATION A 1/411 = 11-011 LO CN T_ U) 5'-7" T_9" 2'-8"_ -4" LOFT 12'-0" X 16'-0" 8'-0" CLG 42" H. LOW DN WALL DA 42" H. SLOPED LOW WALL- 0 ------- TOPEN TO BELOW (67 U5------ 74 -4" FRAME WALL C2, 36" HIGH 8" FRAME CONT. WAL RAILING SH25 HD AT T-T 5'-1 3/8" 5'-Q 1/4" 10'-1 5/8" co N ME I .41 L0 8" FRAME WALL 3 A3 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 45' 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. WALLLEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. X� Y7 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 81, CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. Wif 112" GYP. Ei = FILLED CELL W/(1) #5 VERTICAL N = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 1-1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVIN_G = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 FT. INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 / R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INS I ALL I3A1 I ELS Al LAVE) GARAGE SEPARATION R-1 1 / R-1 3 KRAFT FACED (GARAGE / LIVING) OCT 2 8 V \,/ Virtual Review Assist. Inc-.-'\ Plans Review completed and approvea for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1112 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 1 -33.9 30.0 -33.9 04 04 C) C14 LID C) 00 L0 z Lij 0 z V) Q) L0 0 0 10 C J CIO It (y) (N .4- m 0 �'- U U C 0 2 0 �� Cc) < < V) U 6� U LL1 (D cc) Lij LU (D LLI 0 Ljj c6 W 0 LUP W _j w2i'o �- < W _j W z af W 0 � y z E _J<O�W<11002-'o Of < < <85�-Ow 0OZ200I.-<-j�-- D 0 * LL LL a V) Of 0 R 0 0 anj wu)z wu5ix 0 z � < ZZ) 0 0 U) 0 z U)W a- W W I.-z LL W < 0 _j(9(L>zy0z 011100 _j < < 0 W W z I-_ LL <0W I-_ 0 W D LL < 0 < U_ C:) C:) z (N W LD > (1)0 (D C:) z F_: c1r) C:) < w (y) M _j (/) LL :E C/) I z < W < Lq F- 0� vo O� T- < < oo Z z W W 0 C) (D C14 C) (14 r-L 04 C) C) o6 CY) (D 00 - CD N C) " C) N C) CD 1�1 CD CD C� a C� CD C� C) NI C) N1 M " CD 0 W CD V N C) M 00 C) C) 4 C:) C:) 7'_ C�' 0 Lo W > CD C) C� 0 C."i C) 4 (D 6 CD (6 CD ,Lao I 00u) Z zo C) W 0 W U) W r 5: C) 0 C7) 1.- < 0 CL V) 0 Uf W a- T_ W 1-- 0 Z W I.- ::) < F_ 7 W C0 0 Z I.-_ X Z (D 0 z r*-4 00 < W 0 2i z W Z Z U OC) W rN4 0 < < ` J2z W c:5 < a- >- U) Z U) z z i<O Neo z 0 :� 0 0 z A2 z z W I 04 C14 (y) 0 LAST PLOT DATE > Jul. 21, 22 40 Z 1 ST & 2ND FLOOR PLAN A I L ` I 1 11 1 1 1 — I 1 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 P It I I 11F 91 1 1 1 ' I I I A 14 1. L - ----- I-LI I I I I I I � I - 11 1 1 1 11 , — - — I , .— ___ I ------ ------ ------ ------ NOTE: LOFT HANDRAIL TO COMPLY vv/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. 42" H. SLOPED HEADROOM AT STAIRS TO BE 6'-8" MIN. LOW WALL SEE SHEET ST FOR STAIR DETAILS STRUCTURAL LIVE LOAD @ STAIRS =40PSF. SEE FRAMING PLANS SHEET FOR WOOD STAIR CONNECTION AT LANDING - - - - - - - - - - - - - - - - - - - - - - - - T_ ENGINEER TRUSSES -- - - - - - - - - - - - - - - - - - - - 4 1/2" DRYWALL r2 UNDER STAIRS \,, �3 PWDR BATH FOYER bo 00 c? ZD (3) 2X12 STRINGERS LANDING 4 X\, 'xx" /\X �/Xx/ < \\//,XXX//' X, N X \/x STAIR SECTION 1/211 = 1 1-011 SEE SHEET ST 1" NOSING 101, FOR STAIR DETAILS1 HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 0) RISERS CUT FROM 1 x MATERIAL------. TREADS CUT FROM 2x MATERIAL \---(3) 2x12 STRINGER STAIR DETAIL 1/411 = 1 1-011 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. T' 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) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 1 Od NAILS X 2-1/4" TITENS AND (8) 1/4' INTO GROUT FILLED CMU STRAPS TO BE ATTACHED J DIRECTLY TO CMU CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN L T Uj 0 LU Uj 7 U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. OCT 2 8 2M Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Editiori by Debra Anne Klahr PX2300 C*4 C14 C1 C14 C3 00 LO < 5 z Aj LLJ 0 LL1 it 0 z (A Q) LO E 0 0 40 C) in co M A V) CIO D 0 �6 'U U -0-0 E'�-- :E mo :D 0 U 0 Tr 0 6 0< 0 (D U It" @ < Iq -5, C3 4t, U LU D_ _q oc) E CD 7C) 00 C) CL W W W W �L _L1 W LU F- < cr W02-j< 0 ::) W 0 wz>,o 0<'-9yzW z 0 _j X U_ 0 0 LL < < — '0 <ox-J Ir Cy U) ao � zo ouz)i0o�--ip 0 0 i� 20 z < 2 00 0 z W WWM>U5zWWW _j (D (L 0 z 0 _j < < ED F- �_ z LL 0 LLJ U C) Z_ W z LL < 0 W 0 of D 2 LLI < z W < LL < 0 LL C:) C:) C14 W 0 > C:) (C) C) (y) ce) C/) LO U) I U_ lq4- U) I-- < W Lo W cy) 0- V 00 < 3: LUz W _j 0 C:) Wj QD C14 C14 C) C�' 00 (y) (0 'r- 00 N_ C1 CN C:) C:) V- 04 Cq C) C) C� (D C� C) ('� N (z) c� C,4 C) (-� C) 04 C) 04 0) CN 00 C) U-) 00 A "l, 6 M C) CD CD CD (D C) 0 N > C:) C141 C) CY) C) 'q- C) U) C) (.0 C) t- LO I I I I 1 1 I CO U) i� Z z 2 Q W U) 4-a C) W LLI 5; 0 < 0 6- -S oW LL, 0- M Z W F- L_ 0 z 01- F- 'Cr D LU 'e M 0 -2 T- z (D 0 F- LU Z _j 00 < 0 2 Z af ry) Z Z LL OC) W r1*4 0 < < F- 12 z W 6 < CL >_ (n LD z z z T: < 0 z F_ U 00 0 z A3 z z W I 04 C14 W cy) 0 04 C) LAST PLOT DATE > Jul. 21, 22 Z 0 DETAILS I 1 11111 11 1 LE , Yi 11, HI I I I IL I I III I I I 1 1 1 L. 30'-0" 11 1. 30'-0" E'll-ClIc �.—STRONGBACK LL \7 N N STRONGBACK---- BRG 14'-9 5/8" WALL 9 zo BRIG WALL �// — C"I U- F U_ N IN N ov C N N T I N &I N I A N V III C? cli N VXA N N ------- L X C:) N N 1 1 1 -1 BRG WALL Lj N I N A �7 C? 9 N N C----------- 14'-9 5/8" ----------- j N BRG WALL N N I N V LL N 04 CONV. FRAMED @ STAIR LANDING FTF4G BRG WALL BRIG WALL 9'-9 5/8" C, C) 041 B9 B8 ATTIC ACCESS B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 l�� I� cx� x > i�:' B2 2-PLY 2X DETAIL LEDGER 11, SHEET mi SEE A5 W �0 00 += Z BGE _j 20-4- 9'-6" .SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1/411 = 1 1-011 0 Lo ce) to LO M $1 CJ1A CJ3A CJ5A U 106 3# EJ7A Vz /U =1063# CJ1A CJ3A 04 CJ5A A6G DR PIPED FLAT TOPS 0 (GIRDER NOT DROPPED) A5 A4 A3 9 CV) ATTIC ACCESS M AlA y N AHU I 1>< Al Al A3 9 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 _�x A5 U 1088# 7 U 10 0 8 # C� ,j CJ3A CAA N EJ7A C_ co M 4 A7G C) CN K G) A A < < M L0 L) 0 6'-0" 12'-0" �_V-2 1/2" 7 7/8'�-_ I\N V I\N 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAW ELEVATION A 1/411 = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" PLUMB CUT X4 1 12" TRUSS HELD BACK 3/4" PLYWOOD r-- 3/4" SUBIFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART— .1L =HUS26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB C U T,�__ 12" 12 51 5��l 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1 . ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTE& • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. * SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE� DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE, - REFER TO FOUNDATION PLAN FOR COLUMN SIZES OCT 2 8 2022 Virtual Review Assist, Inc. Review completed and a ed Plansap k for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Labeled End Mark ATT E N T 10 N DON'T LIFT SINGLE TRUS SFS WITH SPANS LONGER THAN 30'BY THE PEAK CONSUI T BCSI -Bl 30' to 60' Span 30' Span or less M degrees Spreader Bar 41 :)r less 1 4 2LI lo 1 �2 ,PT Tag line sp.n �p�,m I"m na",�. REFER TO BCSI -1131 Fruss 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= 140 ENCLOSED BLDG EXPOSURE = C USAGE= RESIDENTIAL CAT 11 WIND IMPORTANCE FACTOR= 1 A PSF DESIGN CRITERIA FBC 2020 TPI 2014 'Truss nictuber design & connector plates are designed for ASCE 71 6 and unaximuin forces from both components and claddings and rnain wind force resisting systerns. These trUSSCS have been reviewed to carry an add itional 10# psf non-conClArrent bottoni chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF J ROOF DESIGNED FOR SHtNGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY] 8 -8 )) P4, , n,, 9 ON 2"WW"IIIII, M ; RUN W 10 - 0 DESCRIPTION INIT_ DATE) fLOAtD# R101 created from 7A2 2386B A.S. 2/16/2017 R101 LC9 Jill 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. IRF'S, JIRI 1 8/30/18 RR01 REMOVE SCAB FROM B2 JRH 9/5/18 RD01 UPDATED FOR [CA SI IM 1/18/2021 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 0, N.W. WINTER HAVEN FLORIDA 33880 PHGNE�( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :23132 Garfield CCA PROJ/MODEL/ALT 7A2 / 23132A ALT DESC OTC LOT BLOCK ESIGNER PACE A� S. DATE t 2/16/2017 LAN SCALE 33531R If 1/4 -1- C14 C� C14 C14 00 V < z W X. 0 0 W z < (1) L0 0 0 '0 0 (") 4) (y) ,, 4— U C :E 2 00 0 0< .0 U < U �_o W W W LLJ 0 W F- LU W E_ 0 LU < 0� 0� Y z z T_ 0 :�i _j < < 0 -jo < < 0 I__ 0 1 z I OU)W 0 OW00 W w _j z 0 200E-< 0 0 m �,FnzwWZ75WMz5>50n _j 0 a- z ` o'-- Y j < < LLJ < �5 z LL "f < 0 X Zwz?W(.-) (L LL w 2 I`_ F E � W M < MY z < < 0 C:) C:) z (N 0 W — ::) r— > c) 1:0 0 0 cy) c) (y) r-- < L0 I _j U) LL I- w I r-- z < W < Lr) ce) 00 < >- < Z C) z W W C:) C:) mi 04 C14 C:) I-L C14 C) C� 00 co (D T-- 00 T- C) C*4 C:) C,4 C) C,4 — 04 — 04 C) C) C� C) C� CD C� CD C� CD c� C) C� C) 04 06 C� 00 9 U-) 00 C) A T- 04 6 M co 4 C) , C) C) 6 C3 6 C) o W UD > C) C) C_� CD CY) C) IT CD LID C) (D C) r- LO T_: I CT Z Z2 C) W W (0 W C) r 5; 4_j 0 0 EE 0 Z> < 0 �- 0- W Lr) 0 Of 0- Y W I Z ct� X < W < moz I— ]z z 0 tz W z 00 > _<W0 >- 2 Z 0� CL Z Z LL 00 r1%j W 0 < < A 2 Z c:5 < W U) LD z z z T_ < 0 z 0 0 0 z A z z W _j 04 C14 W cy) 0 C14 LAST PLOT DATE @ >(—) Jul. 21, 22 z 0 2ND FLOOR ROOF FRAMING PLAN A —1 -A I I I a I I -- - I - - I . 1 11 � 11 J-�L- I I I I I I a --- — I ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT A17ACHMENT DETAIL 6]SOFFIT DETAIL 'I/A" = 1 1-ni, .-0nr'%CC1K110U PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7]SOFFIT DETAIL '11All = 1 1-nit (0 C' 1 4 1 - I -- ---- -4" —2" 2" - , :z 7 7 FALSE FOAM LOUVER DETAIL TYP R n COLUMN DETAIL z' 11 to = 1 7nil 0? FILLED SOLID -----------PROVIDE CMU ABOVE LINTEL TO TIE BEAM -FLASHING BEAD WITH WEEP HOLES --_-------CASING 2X8 LEDGER ATTACHED TO -----PT WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 7 (S) H 1 OA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 15 ROOF SHEATHING (S)A23 0-----MTLDRIPEDGE ----2X4 SUB -FASCIA 2'-0" --ALUMINUM WRAP (S) A23 —ALUMINUM SOFFIT --PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ �L MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" � F DETAIL 0 �SO IlAll = 1 -nil PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED C%j 8" V-13", 1'-0" 1.-0" LEDGER DETAIL 'I IA" = 1 -nil 11 A/C UNIT AND PAD N. A 4" ST BANC 6" ST BANC WEEl' SCRE F C> L 4" ST BANC 5/8" STUC OVEF MASC FRONT ELEVATION A 1/411 = 1 1-011 11 A5 12 A5 11; ELEV AT 18'-0" T.O.P. 7/8" STUCCO --011 CD W OVER FRAME ELEV AT 10, 2E CONTROL JOINT 2ND FLOOR FF ELEV AT 8'-8" T.O.W A/C UNIT AND PAD MID WALL WEEP SCREED STUCCO -----5/8" OVER MASONRY ELEV AT 0'-0" 1 ST FLOOR FF ---GRADE LINE 3 R it = 1 1-011 ION A 1/8 12 64 C) - ��V-0" 5 -. .117 CA —V M1 Mu IIYIJ Htl IN HIJ 1111] 11 IJ lI tj U 11 1] 1111111 111 11 111 Ll 1 1] 1L]l j[][ 1� IILI�1�11 til 111 111111 1 1, �I fl I U1 � I �1 y � �t I �'' ELEV AT 18'-0" [Ii] I t Ai--� T.O.P. 16'-8" T- 18'-8" 116-811 0 91 N T- %8" STUCCO ELEV AT 10' 0" T7 CONTROL JOINT z OVER FRAME 2ND FLOOR FF CONTROL JOINT -- — - — -- tzpELEV AT 8'-8" T.O.M. %/8" STUCCO OVER 4t �2'4' A/C UNIT MID WALL AND PAD MASONR% WEEPSCREED ELEV AT --GRADE LINE T 1 F 0� �FV �AT I �ON �A ( AE VATI N A 5 J/if 1-011 1/8 1 GRADE LINE ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18' -0' T. 0. P. 'ASING BEAD IVITH WEEP HOLES )VER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8"' T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF OCT 2 8 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approve I for compliance with the 2020 FBC 7th ition by Debra Anne X(ahr PX2300 15'-9" 7'-4" ��6'- 11 SLOPE 5:12 SLOPE 5:12 17'-0" RIDGE VENT SLOPE\ SLOPE <7— > 5:12 5:12 9 SLOPE SLOPE 1< 5:12 0 Lo 7'-0" RIDGE VENT UT % < SLOPE SLOPE > 8'- 5/8" 2'-0" 5: 1-2 5:12 9 C) SLOPE 6" � 3'4'� 16'-6" 5:12 0 ROOF PLAN A-1 1/811 = 1 1-011 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 SPECWICALLY 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) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5112 PR 5�9/112) 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 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (11300) * 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806- THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS 18 SO. IN. OF NET FREE AREA / �INEAR FT. *OFF-RIDGEVENTS 138 SO- IN. OF NET FREEAREA/ 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 SO- IN. OF NET FREE AREA / FT- FOR SHINGLE 36 SO. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDF-HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 04 C14 C) C14 LO Ck 00 to < W 0 0 W < (D LO E 0 "0 C� 0 2 0 0) 13 < < 4t U LU -tn c.*4 c-0 E CD 0- W W W W W W �- C� WOS-j< < 0 W W 2 2 0 of z x z < 0 0 -j 0 < < 0 0 Z 2. 0 0 F -<J P: I-- 0 0 0 0U)W§6'tx00i�2z3:6 Co LLJ LL W �5 z W > Z W 0 W W W 0� 0� < :) >- 5 Z LL 0 W a- -z W z 0 W 0 Lo (L ILL < F- 0 W z> F- f- 0 W 0 D � W 62C) < 0 �4 z § < U- < 0 < < U- C:) C:) z " W 0 U) 5: (/) b (0 C:) Fz (y) (D (y) I'l- < a- -i Lq : � i U) U -- 'r, 11 z < W < Lq 0� a- cy) 112- :�E — 00 < >- < z Q z z ; W W _j 0 C:) 04 C14 C:) C14 C14 CD C:) 00 CY) (0 T- 00 — C:) N C:) " C:) N C) C) (*� C) (� C) ('� CD C� C) (*� CD C� C) C1.4 M W CD LO — W C) M C) C11) 1100 C) C:) C) d) C) 0 CD 0 CL.0 N > a (14 (D (y) 0 ICT 0 L0 CD (D 0 11-1 CO U) Z zo C) ILL! 0 W U) LLJ 0 r 5; 0 ::) EE 0 0 < 0 a- OWW2 0- :C -d- W Z W W :D < -117 M 0 - X Z 0 L: W Z 3: -j 00 >- Cr 2 <WO 1E z x ry') Z Z ILL 00 Lli 0 < �- 2 z c) 2i < 0 W >- U) U) Z z z i<O z 0 -Se (.) :5 0 0 w 1z A5 z W < -i C14 C14 Uj C) LAST PLOT DATE > Jul. 21, 22 z 0 EXTERIOR . ELEVATIONS A & —j ROOF PLAN I I' I I I I - L ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1/411 = 1 1-011 111. 1211 no i)-go SECOND FLOOR ELECTRICAL PLAN A. 1/411 = 11-011 M IN I �_� � W ELECTRICAL NOTES: 7. 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,vVORK 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, ANDWET 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. 1 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 TFROM 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, LASEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5- SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND� 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 2 8 2022 Virtual Review Assist. Inc - Plans Review completed and apyparov for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2390 ELECTRICAL DETAIL - INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH ---,-- SWITCH— — 4 1/2" DOOR JAMB----) DUPLEX OUTLET TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING I SMOKE DETECTOR LOCATION: I WALL---,, C? z SMOKE DETECTOR MIN. ELECTRICAL LEGEND - NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 1 10V 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" @E 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 <S � STRUCTURED WIRE OUTLET 69 SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE WHITE BAFFLE USEDIF ,O� 5OW PAR30 NFL 6' APPROVED BY 5OW MR 16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS , 0Z 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 0S SMOKE DETECTOR cU-18= UNDER CABINET 18" r-S-18m SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24= SINGLE 24" FLUOR STRIP =D-24— DOUBLE 24" FLUOR STRIP — U-36 — UNDER CABINET 36" — S-36 = SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP —S-48— SINGLE 48" FLUOR STRIP — D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT 24;;? 24" VANITY LIGHTING 36:;'�'� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 4H 150W PAR 38 FL [I INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR (D CEILING MNT SPEAKER iM CHIMES (DELETE W/ INTERCOM) MASTER STATION 11iiii—wD ELEC PANEL El VACUM OUTLET AT 12" WA CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT 0 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. C14 C14 C14 01 OD LO z W 0 W z (1) L0 I.-, Q - 10 11� U Q (y) cy) 4— V) C) �2 -6 - :E 2 0 LL 0 0 < C) (D < U 610 —>� U LU Q_ r-O E C) .6- K "I W LL1 W 0 W W _j W 2 L_ 0 W F- < Of :E _j ly <' z of z X02-j< < < 0,- Y 00-j- D- 3: Of - 0 = cj� 0 << wo W j < 0 >< , 0� 0 z 2 0 , �- Z) O�zo'tRoomoz�� F_ :D 0 0 CY U) 0� — z W F'5 x Z Z) C) U) W a- W U) W W x < 0 _j _j (D U� > F_ z: LL < 0 Z z 0 W C) CO 0 ILL z _j < W z 0 < �- W < F5 2 W :E 0 W 6 < 0 Fn �e z � < Q� 0 C) < LL < 0 < U_ C:) 0 z " W 0 0 z (.00 0 L_: (y) 0 < �n (y) r�- LC? I W _j 1q" LL C/) - r-- z < W < L0 ce) 00 < < Z F- z W W C:) 0 A (.0 04 N C) 04 CD 00 (y) (0 T_ 00 V_ C:) eN C:) C) C14 N C) C) C� C) 1�1 CD 'N�. Cq CD C� 04 C) C� a C� C:) M N W C) U-) M M "I N M 00 'IT CD C) CD (D CD co (D o C\j Lo > (D (D cl� (D ce) C�) It C) U') CD (01 CD 1 L0 191- 1 1 0- 00 W Z ZO 4-0 Lu 0 W Fn W r 5; 0 4-0 0 C) - in 0) 0 < W 0 01� cL a: < W I- z F- W F- Z) < W M 0 Z 1.— 2: Z (D 0 W Z _j 1171114 00 >- <1110 r1r) 0_ 2E z W Z Z LL 00 W ("*4 0 < < �- _j 2 z C:) < C) "L >- W LD z z < z 0 z 0 0 0 0 co of 1z z A6 z W Uj cy) C) C:) LAST PLOT DATE > Jul. 21, 22 Z '0 1 ST & 2ND FLOOR ELECTRICAL PLAN A 1" FILLER 2'-0" O M 0 M 3'-6" 2'-6" It 2'-6" T-0" 1 1/2" FILLER -1 1/2" FILLER / \ j /- \ / HOOD 4" BACKSPLASH REF SPACE VERIFY W/ MANUF - _ RANGE 2'-6" T-0" 2'-6" 2'-6" 1" FILLER KITCHEN 1 /211 = 1'-011 - - HOLLYWOOD --- N STRIP LIGHTS io 30" HIGH MIRROR 00 00 a0 ao 4" BACKSPLASH / / \ KNEE SPACE 2'-9" 2'-6" X-0" 2 1/2" FILLER 2" FILLER - rOWNER'S BATH 1 /211 = 1'-011 O M FOOTING SIZES AND RE -BAR CV io CV M 3'-3" 1 L IYIJ r f11YLL 1 1/2" END PANEL 2 KITCHEN,ISLAND 112 — 1 -0 SHWR HD T- PRE-FAB SHOWER PER BUILDER VALVE 4'-11" -- 6 OWNER'S, BATH 1 /2 = 1 -0 UNIT '2386 - A & K' - BUILDING SECTION 3/1611 = 1'-011 12 HOLLYWOOD °O -� STRIP LIGHTS ifl 30" HIGH MIRROR 4„ N o BACKSPLASH 00 U� �U p M 2'-6" 2'-6" FILLER 1" FILLER. 7 BATH #2 1 /2" = 1'-0" DOC CAICIAICCOCI"E IAAI TOI I00ES AT IGS) NN DN n ELEV AT 18'-0" T.O.P. ELEV AT_10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLR FF 2X6 KNEE WALL TOP j 34 1/2" - - c 0 60 3 KITCHEN„ 2'-9 1/2" -- - - T-4 1/2" - (OA TH #2 2" - 1 '-0" FOOTING SIZES AND RE -BAR WIRE SHELF - io "HANSEN"- BOX 220 VOLT I I I WI I I DI 14 1/2" X 16" DRYER VENT RECESS- M I I I I i I I I I I I I I 4 UTILITY 1/2 — 1 -0 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 - ELLV AT 18'-0" _� T.O.P UNIT 12386 - A & K' - FRONT SECTION 3/ 16" = 1 '-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF N (14 00 t •. t.. ' b,� d �E• tt/b, • ,eel,, ..'" W WC L W 0 z d (n Q) o :i E �M o cM� v N � n U �L3 Z Tv E L- L � 2 o 8 o-� a Q �} —Z �� 4t W L cO E m WWW�Q W ~owQ WoY zW Q w ()f O JZO QL(D Q�? Q� x Z Q - (JaWOWOW�CC >-W 0' of <0J0zQpwoZWO�O aaza- LL z QW oQOZ�OLLQ Q o FALL l6 O 0 Z N O� DF,�o 11— vJ I L0 11. IT LL L^.1� a- M t1 � Q U Q 00 Z ZC) W Wo C) J N N 0 N N N 0 O 00 O 00 .- O N CD O r N N \ / O O N O N O N N O (V N O NN CD O N cO Lf� c6 M r- O o/1 O C �t O O O� O O Y— O c- O CO O O ' N> o 0 N 0 c'7 0 � 0 � 0 CD 0 r` n L / �- CO vJ z -zo W oWUn O� _ W C) 0 U��o 11 ,, ^^ V) � O 0 d W H d H� Q = m O Z f— z f n V Z J MN w i>- 2i �ZOf a_zz LL CO WN 0a2w O Q U) • Z Q z O Z U U Q 0 O Z d W J UjM O LAST PLOT DATE > Jul. 21, 22 Z O INTERIOR _I ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACG-C, ACQ-D,CBA-A, ORCA-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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLE,3S OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN� FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 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. ASTIM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1� UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. b. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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� GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W10 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 PLIF 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 SIMULTANEOUSLN', 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 / A6151412 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 I 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'SBOLTS 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 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 1557-02EO1 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/s ,yrinkler systems includini all risers and -0" of the building side wall. spray hea s shall not be installed wi hin 1' 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 ordecorative cementitious finish less than 5/8" thick adhered direcly 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 De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpol and mortar along the foundation perimeter must be removed be ore extenor 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 comEliance must be issued to the building department b a licensed pest control company efore a certificate of occupancy will be issued. Tg� 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 com eted, 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-10" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF -29.8 PSF DOUBLE 160 +25.2 PSF -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS 10 NALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWIT CHES, 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. OCT 2 8 ZDZZ Virtual Review Asslst' plans Review completed and appiroved lon ith the 2020 VBC 7th Ed1t for compliance '01 hV Oebra Anne K'ahr PX2300 CN CD fi .y LO C) co U) W 0 W Of 0 Z E CD 0 "0 0 co �i 0 4- V) U C: E :D 0 2 0) C-) 0 U U 6 6 U LU a�j C E cO CD �5 F,-) �ci -00 C LU ILLI (D LLI W, U) W Lu W , W �i p 0 Ld of _j Z of of 0 �E _j < 2 < D - 0 3: W LL 0 0 LOL -j 0 < 0 Z) (1) <ox- X 0Z20Qi._-jF ::) 0 < Z LL LL < < ou)wwo 0R00C0j0Z W-Z WF,5ofcrZ7)�2 0 0 C/) Z U)Wo _j a - > U) W W F- Z LL 0 < 0 -J _ Z y 0 Z W (.) (I _j < 0 W < W Z IL U) :2 C) LL < 2 Lu 0 W F- 2i < < ox 0 Z <g LL < 0 LL C:) C:) Z (N W LD U) C/) 0 (D C:) L_: Co c) ce) I,-- _j Lq CL C/) LL U) Z< W < 00 >- < Z C) Z W W C:) C:) mi (0 C14 C14 C:) C\I ll� 04 C:) C:) 06 CY) a C14 C) (N CD cN C14 04 C) a N C) N (D N C) N CD N C) N (D N d) C� Ob c? L� V- CL c? A C'4 (2) C') 00 C) 4 C:) , C) 6 C:) (::) V- ,- C:) (b CD 0 C\J Lo (1) > C:) C:) C\1 C) CY) C:) L0 C:) (D C:) r- LO -qt I I Cr CO Z Z9 4_0 4--a W 0 ILL! (0 w F- 5: (.) F- 0 C) _j U 0 < a) LO-0 0 0 O� W LLI F- F_ < Z < W < MOZ 1.- 2: Z (DO W r*4 Z 3: 00 W 0 Z Q� ry) Z Z LL 00 r4,_4 W 0 < < F- _3 2 Z c) < Ua- >- , U) D Z Z Z < 0 Z C) 0 0 OD Z SNO Z Z W _j W 04 C14 C) CY) 04 0 LAST PLOT DATE > Jul. 21, 22 Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. L L S EA T H N METAL LATH 1> CIN G I A. III 16GAX 1 - 1'_' L � -i 13 4"- 1 C R C)ViN I I 163Ax I LONG 134%1" STAPLES a G" 0 - �,,ERT IBET�A-IEENI 1;-UDS 'NC I ED THU`� C,177'1:�ET cRO.,N� STAPLES �d) 6" 0 C, VEPT lt,�TC, STUD3 STAPLES BETWEEN STUDS AS SHCA'N I ' OTE Ci 7HIj_,-, - v METAL LATH ATTACHMENT DETAIL REV. 09.24.2-1 SCALE� 3:4" I'-C" 'DETAIL EACEEDS T HE RI-EQU IREMENT S FL)R **ONLY APPLIES TO LENNAR TPAjjAX.** 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 C1 063. 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 C1 063 & ASTM C 186 1. 101-01, TANK -LESS W/H CORNER OF HOME __//7 H C G GARAGE SIDE 000 5'-0" '00 CD 19 -1 STUB -OUT FOR r _0" in 11 ? 1P -1 GAS METER 0 C:1 0 M: MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1014. (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Ld an ROOF DIAPHRAGM NAILING SCHEDULE RIDG F I INF + j4- + + + + + + + + 9 + + + + + + + + + + + + + + + + . . . . . . . . . . . zo .. . . . . . . . . . . . . . . i- + 4f . . . . . . . . ... . . . . . . . . . . . . .. . . + + 4- + + 4 + + + _0 (TYP.) _0" (Typ) 4'-0" + + + + + + + + 4-4' + 4 + + + + + + + + + + + * 4 + + + + + 4- + + 4 + + . + //, + . . + + + + . . + + I + + + + + + + + . . . . . . 7, +7 + + + + + + C) /++-+4+ + + + + . . . . 4- + * 4 . . . . . . . C6 + + + + + + + + + + + + + + + + . + + + +_ + \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB I 4" O.C� @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI J oist Backer Block . Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL�� STD. 900 HOOK BOND BEAM F........ U) Lu M STD. 90' CONT. #5 CONT. #5 HOOK 7-= -7- BAR BAR E .,.- .. _ � � 4�1 � _... __ � .. .. ......... ......... t' ..... . . #5 CONT. ROM -IF_-IF-][ FOUNDATION TO HIGHEST 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 RE Q'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. I Small gap 2" min. 2" " . 4 max. Clinch nails when possible /\ L 1) Support back of web during nailing to prevent damage to 7 7 web -flange connection. 2) Block solid between joists for full length of span. Tight fit u q 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB wet stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer = 1900 plf max. along bearing wall BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 2 Load bearing wall must stack beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls blocking and wall or beam below.* wall or beam below � 0 w Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000so 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d d BC16000so BC16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d — 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 5-8d 14" 2-8d 16" 2-8d 6-8d SUR BCI 90 11-7/8"- 3-16d 3-16d 14" 5 16d 5 16d 16" 1�ud��-16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22)' NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION require additional . � Joist consideration. Check -When joists meet over wall, provide local building 13/4" minimum bearing for each. I -Joist can be offset code for appropriate One 10d box details in areas=20 of high or--20 sinker fl lateral load. nail each side at bearing. k Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glularn Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges for each lapped joist. use i uaxi" naiis at b"O.C. Tor an joist blocking panel *Non -stacking walls 1 Od nails require additional consideration. SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) 0 F1 W16&�M - = C.0 1% A %" ROUND HOLE 6" 1 6" CANTILEVER LARGER THAN 1J/2" MAY \-DO NOT CUT HOLES BE CUT ANYWHERE IN THE WEB. PROVIDE AT ^OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES 2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y Round Flole-Dian--ieter (in) 12 13 4 15 6 J7 8 - 8.875 10 Ill 12 1 3 Rectangular Hole Side (in) 12 3 5 6 B 9 10 Any 16" joist S pan (ft) 8 1 --0" 1 - 1 --2 V-'2" 1_'�_3" V-3"_ V-7" V-11" 2'-4" 2'-9" 3'-2 3777-1 12 1,-o,, P-P, 3'-7" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 7' 6'-4 20 V-0" V-1 " V-2" V-2" 2'-0" T-0" 4'-0" 4'-10" ik�j 15'-1 1 " 6'-11 1 T- 11 8,-1 1 - � 24 V-D" I'_1" 2'_7" 4'-q" 8�-4" 1 9'B" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. 1�lnstall tight to.top flange. Jc Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap :V ;1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-Z' gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if,,anger flange is laterally supported by joist hanger. doesn't meet height requirements — - — .17. 7 1 /_0*6 X Joist . / .1 depth I -JOISTS BUCKETS N.T.S. AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN W/ (18) 1 Od x 1 1/2" REQUIRED) NAILS 110A x 1 1 /2' 015ff UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" 1 , / CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC- PENETRATION SLEEVE THRU STEM r,_ 4 4 WALL I I 1E1 1E21 1 1 1E] I FEI I 1� �,w la I I 4, '� _11 � 16 11=1 E IS = - -111=1= 1� �11- F10 11— '. it FINI,5H GRADE 11 SLEEVE THRU STEM SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN )f X X I - , I dr, 1, 1 IJ r I 7. , \\- (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION --T FrF_ L SEE FND. PLN. SIZE & REINF. 7K 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4- 0" @ PLUMBING LINE PENETRATION-\ CENTERED WE TI_ I C� ISEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE: PENETRATION FF PLUMBING LINE TYP. FND. PENETRATIONS _46_ 4 4__ - N.T.S. 4 SCALE. 4 /4 4 A /* SEE FND. PLN. SIZE & REINF. OCT 2 Inc. virtuat Review Assist, v ,,nve plans Review completed and appro e for Compliance with the 2020 FBC 7th Editiou by Bebra Anne Wtahr PX2300 C14 04 0 CN N 04 0,� LID 0 00 LU 2 0 W W 0 z V) W LO E 0 0 11`1� .�: L. zo U % 0 M ,- 6 ow M C4 .4. V) . 3 D C) - t M U -0 70 2 0 '- - :E M E CD =) 0 2 0 i= C) < 0)6- ( n < `C� -C -) ci -4 Q) U LU t; oc) E CD 1-12 C70X �'o W W (D UL1 Lj Uj 0 1-- W LU _J W - 0 i- 1< og _J W<' zw W 0 2 < 2 < W �e z X Z) _J 0 of LL 0 0 LOL 0 � E < < 0 < C3 5� _J U) a� 0 U) 0 C) Z) 0 < Z LL U_ — z :E _J I-_ 0 0 0 0 U1 Q� Cr 0 0 0'- 0 0 co Z C) , w a- W �5 w w FJ5 0� of z D n Lu �_ LL < 0 Z y 0 Z 0- o z ILL 6> Z 0 , W < W z W 0 < �- W < 0 W 2 F- 2 6 �e z < < 0 < < of LL < 0 F_ LL C) C) c1q z 0 Lii > U) p E3 (0 C) F.: co C) < W 00 [*-- Lf? CL U) _J Nt U- U) - I,,- < W U? [-- 0� Ce) O� o- T- < >- < 00 Z C) z W _J C:) 0 (10 C14 C\I C) C\l t1L C� 00 co (D It— 00 V_ C) N CD C) (N 04 C) C) N C) N C) (N CN C) N C14 C) C14 C:) N C:) C%J C� 9 o� c? C; 04 CO CID 4 C) C) C) C:) C:) 1 - C) 1 (0 C) I LO > C) CD C14 C:) M C) `t CD LO C) (D C:) LO ql- CO z z LD 4_4 W W (n W F- 5; 0 F- 0 (_) :D 0 0 �_ < 0 LO -0 -0 0 W LLJ 0- T_ W F- 0 z IX I.- W W D < :E < co 0 z -90 — z 00 C'If > >- W 0 Z 0� Z Z ILL C)o LU 0 < 6 2 00- >-U) U) z z z :r < 0 < 0 0 Q_ z SN1 z z W I UJ C14 N co LASTPLOTOATE >C:) Jul. 21, 22 I Z 0 STRUCTURAL . _J DLTAILS _ i_ I I I 1 (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 112" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90'HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. Cl) 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E L � 0 Z D 6 MIL VAPOR BARRIER COMP. SOIL. — �I p• • I ° Ell I (COMPACTED TO 95% III =1 I I 11 �I E 11I 11-11 I I= 11 NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % `I z 6. 400 II=1 SEE A/S3 OR J/S6--'Ji 1 i l �;lii l iiii= FOR REINF. INFO. 3" MIN CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE —\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D ° -II1=II II I m ° 1=1LI.��11_I p I=1 I I=L1 1= 'II —III III III 1 a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 (V 6x6W1.4xW1.4 WWF OR FIBERMESH ° 11 I I I I I —III —III—' 1 8" 1 -VW ..-, , ,r...V' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. e 0 V e. 4. d A. e d... a d a a ° a ELEV. -0'-3 1/2" A e A.F.F. O e• d ^ < d 2x4 CONT;/ . a. LL e _ d evd -e Qa ,� O .A d: A o d N a. GARAGE DEPTH VARIES ". a A. a 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN. ' D D ° 00 D aD 31/2"(min.) - 4" I I=1 I ° • —III III —I II I- _I'- 1I (2)#5CONT. 1 -11 ;,IIII�IIII_„II1,;,11 III- 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL d) STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"= V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH d 5/8"OR 112" HIGH STRENGTH --/ TRUSS BOTTOM CHORD OR 2x4 #2 SPF ;U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" U.C. w/ (2) 12d TOE NAILS :GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/4w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. --:(12) 10d NAILSU.N.O. 5/8"° x 10" "J" BOLT @ 24" O2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 112" MIN. D a z IHEI I I—II1—'� 1/2"(min.)-4" 3 1/2"(min.) 1=1 I— E-1 I I I I 1=1 I I_ _ ' III illl 11�1=1�1=1�1=1�1-1�1-1�1 I� iz (2) #5 CONT. 1 14;I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE.-3/4"=V-0" S3 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens 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 r INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT °ON 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #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 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] 45 REINFORCING `\' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE _, D D � z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- z cn ° p _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksil -0 D 25" MIN. LAP [30"MIN. LAP] = II `jj p D. °O 6 MIL VAPOR BARRIER III I I p D ° 11=11 I=11 I=1 I °°is— 'AAA ZAAA #5 REINFORCING BAR R 1 7/8" —� ° I—III—III—III=1I1=1I1=_� ; N z_ p p° I —III —III —III —III —III —I I I I I I II I. I II I III I II 11111II 11 #5 LAP SPLICE a —III—III `1 COMP. SOIL. (COMPACTED TO -I I ° 95% MODIFIED PROCTOR ASTM �f 11=1 1=1 11=1 11=1 I 11MH—I f= =1 I I —I I —I I —I I —I 11=1 I I=1 I I —I 1-1 I I D1557) I I I I —I 1=T T�f I I f=—�-1 _ 4 I I I I 1 I A I —III —III —I I I —11—�' Y T FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 �I-� I I —III —III III o 2.J.�1J.1 111 EA 11 • _—I I —I I —I I —I I —I _ IE (1) #5 REBAR w/ OPT. ' I—T I I I 1=1 11=III III 111= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 Cl) • e. °. A ... -11I—I I1-rrl I ,a , y - III ICI � ICI I I= I- I'I SEE A/S3ORJ/S6- -11-11-1 1111�i1 41-ri FT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS llll OP 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 0'-0" CONT. BEAD SEALAI• Q e INTERIOR :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE FAIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB---- 0? -E _ — N II -III- II- r� co 6 MIL VAPOR = —� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE �-112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 =1 WWF OR FIBERMESH co -�� ate -I K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D 0Q. I-- 1�1=1�1—ICI a III —III —III =1 ° LU 'I IIIIIIIIIIII IIIIII_I D • ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. �Ii3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P. r. PLATE m6• O.S.B. EQ COI UMN•I+OCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE x I SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM —TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN wl MIN. (2) #5 VERTICALS En FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or COMMUNITY SPECS AB PER 0'-0" FIN. FLR.iIa �i �i �i �i �i I �i �i �i �i �i �i✓i �i �i \\\\\\\OQ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" 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 a p ° II —III —III —III III III=III=III=' (2) #5 coNT. ON T' CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH cis, - d — a — d 00 Cn i= I I M II II —IIF III= SEE A/S3/J/S6 I- „III 1=41I ICI I I "� 18' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE— — d d c� � ; I I I=1 I I d d e• � I —I I I al I I —III —I' z 1-- w o 0 0= I I I I I I I I I I • a• I I I=1 I I=1I I- z a cn u- 0 1=1 14, A I1=1= F1I1=1I1=1I1=1 I II II1=III— _ a 11 111 Il it l 11 11 �l l ,� 1 ...111-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CN uO 00 to r.i Z w o ,. 0 w Ct 0 z Q to 0 E o M iU �� v) u rn d ID�< "SIN` U w 0Lco c W � L (D m rn C) o W L11 WO(9 ❑ LL -j F-Q x2-j x< zOf Z 03:0LL00L JO Q U J(� QoXaLLLL°ZO°o~aDo I- oZa onx�oo�omZ�Zz�0 ww0aO� ❑Z LL Z �w Zo O)d UQo2CEY �~ 0X o ❑ Q LL Q o Q LL O O z N DW _ I— jU)o D � cM 0 Lq _l ILLW Q Lq C'7 z00 Ufa- W W W O m N N 0 N N 0 0 06 M (D00 000�� N N N N N O 04 N 1 O N I O N I O N 1 O (\J r O N O N /� rn N oo O— In ao p c� � � N O C'M w I 0 I 0 I 0 I 6 I 6 � o I 0 ' 0 L Cv� �000000 N M IT" � (O fl- L z z O _ O� WUF- U, '- O Q Q i.1 o0'W2 z Q WF- < =an0Z 0 V Wz 0�yyy w 2ZCf �zz LL Co W (V OJ<z O Q U IL L z z z ?Qo Q U J o O" 0- �m Q z Z Z w WC"I N M 0 O LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL — J DETAILS -MONO ,�ryP) SEE ELEV. SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD CRICKET AS REQUIRED (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL K� 1 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 Co) 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 TOENAILS T&B AS REQ'D 2x BLOCKING @ MID EVERY OTHER STOUCTW/ (3) Od NAI S SINGLE 2x CONT. BASE 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT�1 H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. : /, = AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 0 Ell I I I* so :. .. . •. � ' . ' ' • , .. �• • � � Ili fill ■i!I NINE �lill III ■■EII MEN Milli Iii■■ ■■III �IIII IIlI�. ■■III IP MEN IIII IIIL�I NOTES: 0 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. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. sEENEEMENNI I FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DO C GARAGE DOOR ROLLER CONNECTION ASSEMBL' .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNT114G BASE DETAIL ■ SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" _ 1111 ❑ SOLID AREAS ARE STEELAND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE V 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. S4 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET fOP a 'ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION S�cFA/NOO�L 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR S4 INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) OCT 2 8 1012 DOUBLE 2"x4" S.P.F. TOP PLATE -- 7/8" STUCCO FINISH PER ASTM \PKN-A C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER Virtual Review Assist, Inc. METAL LATH. FIRST 2 LAYERS Plans Review completed and approved 3/8" THICK EACH. 3RD LAYER for compliance with the 2020 FBC 7th Edition 1/8" THICK OVER WATER by Debra Anne Klahr PX2300 RESISTIVE BARRIER SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 112" EXTERIOR GRADE SHEATHING CRICKET AS � @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C U BOUNDARIES 6" O/C EDGES & 8"BLOCKING (T ) O/C FIELD - T 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = - = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1Odx1 112" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER _J 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a °a c. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE / THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF A8„SPLICE STAGGERED \ _10d @ 8" O/C 10/8 \\ ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE 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= 2240 LBS SIMPSON C G ( P.T. ATE SIMPSON SP4 SP2 SIMPSON NAILED INTO 10� TRANSOM ST TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 -SIMPSON SIMPSON--J M RECESS SP4 SP4 LINTEL O a ° 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 ..f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2x STUD @ 24" O.C. MAX. -- , 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 30LTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. 113� (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"00" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT 0 C BOVE -OCKING 2) 16d TOE NAILS .A. BLOCKING ?X8 WALL ABOVE =NTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 18"X10" J-BOLTS 2'-0" O.C. 16] fav TM "i Via 10d NAILS @ 4 1Od NAILS @ 6" O.C. STAGGERED rA i QTA(_!]COCr) TRANSOM FRAMING °IN° NBEYOND -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 fe • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY • SIMPSON SP1 w/ (10) 1Od NAILS WALL BELOW MAX. (MIN. 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. N N Q rr N � ftj C) L0 1s Z LLI w; o - LU n z Q N a) U-) G E - 1 o _W L > r7 5 . ) 0 � C� N U P L 2 O P o _O o rnrn l!/ } o N Q C U �V) f' w Q L o E C) a� F a .0 �/ W W OW U W0I- W~ Q � J of4 Y OZ i Z O Q> [� U O 0 LL Q F---. F- Q J Q J �C�of0z00Of00mZ=;> 0 Oza�zZzWz _jQa<twQYQ W p dn �QOW cn LL W o Occ o OQ 0 < o 0! 0 Z CV 0F_ U D r-- O cM Q U)M U) Ln F- o f1 cM 00 C) Z Z� W W C:)J C:) CO N N O N r•. N I CD l O Co M CO r CO V_ O N O (N O CV r- N r' N O CD CD N CD N CD N C:) N C) N C)N N /%/1 N CO O In �— CO O A � N O w C)C) c 4 r- - C) O C) CD D CD- 0 1 (0 0 LD U) NLO j CD 0 N 0 co 0 11- 0 LO 0 CO 0 1 LO r 1 07 00 VJ Z z O Wwon _ O U=Z.Z. a rr^^ VJ �-O O a- WI--Q Q Of F- � � �m0Z F- 1:Z != V O ? J Z nJ w z Ir (Y7 IZZZLL CC) Lu N O 2 z O Q U Z z z YQO z U U Q O O W o' Z Z z W J Uj N N co LAST PLOT DATE O >O . . Jul. 21, 22 Z O STRUCTURAL — J DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45" ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND 1 EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 112" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/IMIN. 4WEB 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE - 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± Z SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. 31LL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA.. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx3" @ 4" O/C ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING N N N - SEE SCHEDULE - [RSH] AND FASTENERS. (MIN. SEE STRUCTURAL NOTES AND NAILING - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) INFORMATION cO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 v " C° IlIll. ;, 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING x 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS /C FOR THE P! k(2)16dNAILS 2x4 BLOCKING 24" @ (D = 0.148 , L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL F@IRSTO(4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. PG 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARILOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING_ DETAIL 12" ;SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 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 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. 15 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT ` MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 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 I I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE. N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA wl (4) 1/4"x1 112" 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) W z BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4„xl 1/2" SDS^� ^ .viv i . ovnnv� — GABLE END BRACING DETAIL SCALE:3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL r6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d d w C CD d O -v w v 00 0 "v o 0 d w — o iD Q g — — — — b � ----W o o ----0 L w A-J-- X d �� NOTE: NG TOP CHORD 2x4 #2 SYP BRACING CI 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(" L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE.- NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N 04 0 N pJ r N L K ti LO 00 LO y, # it e a4 d _7 i W w 0 z a SIN` 0 L E 1 _W �� L- ? 0 ❑ CO N a, N 0) D0,(, i L 0 W 2 0 B o } ono Q — �^V`) @ i U 6It U W Qv n W L 0 E r"i C3�3 m w (D w W W �Q W'�>J 0 � zQ' z JO LL Q Q U aO�—��O��LLU00, O p Z d Z ii 0 a F Q Q ZZ Ocn09OzOiE00mzj U Cnw�w(n W W W (nw�Q �2 O QQ< W<zn-Lwzo��oa. OX o oQZ¢Wa U-Q O �aU- O O Z N O� 14 U M O Q Cn M 2U)U� 11-- (y-o- cM 00 zv� Z0 W Wo J O JCID d' N N 0 N r~ N 0 0 06 co co 00 T CD N 0 N 0 C-4 r- N N O 0 N 0 N 0 N 0 N 0 N 00 N N d) 00 O— LO 00 O M � r-- N O M 00N O c o 0 0 0 0 f O N'^ a) > o 0 N 0 M 0 cY 0 LO 0 CO CD I'- U r— CO z Z —ZO O}' w�l->_ ❑win UoX❑ ^ .31 rr^^ vl �0 Owl= -a Q0 zO� < =m0Z 1-- z V 0 tz } W N M y-2Zof M ZZU- 00 w N OS<z O < ULzz z map z -Se CU j 0 _o W � Q z S5 z z W W N " M 0 O LAST PLOT DATE Jul. 21, 22 z O STRUCTURAL DETAILS L- (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1 A OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF ISHINGLE ROOF NSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7116" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL Z N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER a.a 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF WL BAND JOIST TYPICAL ARCHITECTURAL FINISH ��- (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) U_ 4"x4" INSPECTION PORT AT cr w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a _AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH v MUNICIPALITY 4"to 6" BELOW GRADE c E_ ..0 a a. cv Q FINISH GRADE o0 ° Aa I Ill 11=Tf I II F7=—_ _ 6x6 W1.4xW1.4 L, I I I=III=J 1=I I I° I =I I �I I I —I 117 o z T WWF OR FIBERMESH _I II I III I III I I �I I III II I I- r g II III' IIf III STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR �" (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114 TYP 2-STORY WALL SECTION j SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDf 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- , EaIAND JOIST , *SIMPSON LTP4 w/ (12) 8d x1 112" 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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T CORNER TYPICAL ITT" AND CORNER DETAILS N SCALE: N.T.S. S6 DECKING FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-O" OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 " 2"x BOT. PLATE (2) 1 Od @ 6" 0.0 PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. 15/32" OSB EXPOSUREI SHEATHING Fx PROVIDE x BLOCKING AS REQUIRED PL R D o SECTION X-X IF U NOT FULL Q HEIGHT SHEET - 'A z G I LOOKSYSI-III..M 7f" TnD fA ATG BEYOND MINES 11,iiii Fill All —15/32" OSB EXPOSURFI SHEATHING w i M - SOLID 2x CO BLOCKING @ ALL. 0 < SHEATHING O EDGES (SEE SECTION X-X W a u_ Er- W p -2x STUDS = i BEYOND. SEE PLAN o r O " U) `-2x4 P.T. BASE A PLATE BEYOND 2x RIBBON 01t VERTICAL HORIZONTAL BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM 1A)AI I rl r%iArl^kl MlAfNMARA 3/8" "S" = NAII. 3/8" SPACING S S V2„ zt_ 0 v2'. S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VFRTICAI. w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS FA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAII S @ 3" O.C. STAGGERED FOR SHEATHING VERTMAI PI Q0NG SECTION X-X SOFA zqN 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, Al IACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BE I WLEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT � PENETRATE SURFACE MORE THAN ) = O NAIL Al BASE. 2 ROWS Cq) 4" O.C. w/ 8d COMMON NAIL O O NAIL AT TOP PLATE TWO ROWS (& 4" O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMLT ER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( D NAIL INTERIOR AT 6" O.0 w/ 8d COMMON NAIL u= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J J �J w/ 8d COMMON NAIL j LL w I FLING PLYWOOD SPI.ICPS @ HEADER - NAIL SHFAING 10 HE.ADE14 O i > s � O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Cr F- OOcn O F LL ( OG (2) 8d NAILS (q) 3" O.C. TO EACH TRUSS END OR @ VERTICAL • cn N w O 0 LL ~ MEMBER IF GABLE END LL LL cn NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE T HAN 1/8". rc_`, WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 04 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp�TF,Q7 FLOOR TRUSS / FtiiN p'Q BEAM DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'4' "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. s 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. - lull 4a I — I I I —I III =f I f I 11 I—° E I�)III�itIIIiIIIIIiIIIIj111II(3)#5CONT. ON3" 8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (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 V \SHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E_ °Q p° - I_I_I -1I IIIII I I� I I `d ll llllllli 1I1111 a ° III.IIIII III-1 I I=1 (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V 4' (1) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 1Od NAILS - AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE co —IIII; �z T I� ADDITIONAL INFORMATION. FOR SCALE: 3/4"=1'-0" S6 OCT 2 8 V"' V_ A'V Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 04 N ��.'91 r • ��' co LO ._ d LLJ Lu Q' l7 z a (D E OO CA (Y] CA j a co _0 (`") t o O B o � _:) •'� E C) O • O o Q r .N U Lu Q� E 7M V L p ri ^ a) N .- I— a a W W Ill 0 W Ul 0 1- LL]W LIIE Q IY�� LYQ~zoo Z �0r, <�Q�U00�0 < Q U <0x_j 0 0(/) 00�Q,� F- F- C3 Owxwoz0WO0In�zzSU JQapWYOZwLL0<0ofa- U) O Z <E�w �14-� �W �2U o oQzI< Q Oof LL a o I- Q LL c7 O Z N F- O W 5 ti 0 M O Wj _j U) ti l0 I— cyi oo ZUfa- z� W J � (O N N O N I�- N 1 a 0 DO / (0 M CD 04 C) N CD N r N N O CD NN 1 CD O N C) N I C) N ' C:) N CD N rn ao 6ao (� � O 00 O c '<t�' 0 - 0 M 0 O r- O r- 0 (D CD O En NC)CD J > N CD M1 O 4 O L6 C) (O C)L f-� L 1 00 �n VJ Z Z O C:)W� owin r>- O U��a V l O W= Q F- Q Z W F- � F--000Z f= V 3:F-=Z z J N 00 olf 0 �Z � M Z Z pp W N OJ2Z QUU)Zz z ?QO z U -se 0U 0 �m a z z z w J W 04 o 04 O LAST PLOT DATE Jul. 21, 22 z O STRUCTURAL — J DETAILS —MONO 1/4" MAX 2'-0" I� SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFE;*f "RYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR C x4 3-1/4" LONG X 3/16"03 FURRNG' 3/1PC X 3" LONG FURRING TAPCONS APCON. INTO STAGGERED @ 16"x.. BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /211 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16" 1 x4 P.T O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & L 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS I, Qr MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER*4"2X8 I/L Utt T VVMLL TO PRODUCT APPROVAL FOR CON 1X4 (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. &FROM EACH END w/ M.8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 31' DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. YWALL 2x8 P.T. w/ (2) ROWS 3/16' x 3-1/2" TAPCON @ 16" 01x41/2"DI 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. 1_1 IN, nF:TA I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45° DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-,NAILS VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90, HOOK (1 L Lila LV +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d ' SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE / TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED / PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON / 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JORITS 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 -1 ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. / JACK TRUSS PROVIDED BY/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. _ // 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. e' X D D D 11=1 I I, ; "I I I 1 I I 111� TI 1=_I fT D ° III —III —I GRADE N q M Z \ N •D D (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) THE :S 1 IAIAr%r%E: ]TA01 C IAIQTAI I TIIIAI FILLED CELL INSTALLATION rHN� SCALE: N.T.S. zx :a1[ 1 ; ALUM I: _ ;r ET ALL PE ALUM NA I IIA iit�l -µ _CF.ICC PC I NOTF r BF -._X; I C:rJT','Ch.'CC 0C'NT 2x4 NAILED TO 2x BLOCKINC; NAIUED TO T+_If BLD(�KING W 2-12'd :'�H RO EVERY t b T HEP; N Re Jc rw/12J NAILS, TYP. I'% 1. (.0 1 3tJILOER TO VERIFY(PROVIE)E SOFFIT NIATERIAL SPAN C'APACIT - :.)N ' HL DESI(.�N'PRESSUR'ES SPECIFIED IF(JR C(DMPONENTS AND (te) _,T D 'J THE ,E,� r='.C'I EFLA C-"J SHEET SN f _I NNEL = J L T. d) WWC)' U wr 9;3'k 1h o �A.. 2'J'x.l''4' ['.'tiI"J �TA,P'LES & 24'5,14.X 1:1-t_, ICJ PATTERN SUB FASCIA *'16 GA- 314'x H4" GROWN STAPLE @ Ek(H GROOVi- STRUCTURAL SOFFIT S FO 1 �;C;ALE: `J;a" 1' 0" I"' Fcti R AL1JMINUKI SOFFITS WWIT- =<F'- I Ili- ,OFF i FI- PA N, I e',,� I A )h. "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CFNGTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION NIII 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI%1.: MSTAM STRAP q('.AI SFP CI-IFFT Fb? Amn z O U) Q U_ 0 W U Q U Q U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN , RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH FLOQJ 4 ° D #5 BAR x .D p 10" °e p CENTERED W/ D ,D 90 H IN TOP o ° , 0KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -T CLEAN FILL D DIRT z ° STANDARD o #5 BAR IN 90' HOOK N FILLED CELL` o- as o V +n b n " 0• . 4 0 � . 0 V ^ O F STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT 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 L I- EXISTING FOOTING RETROFIT FILLED CELL DETAIL i0^ "C-C. u.i rnkill SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. OCT 2 8 20?1 'VRA Virtual Review Assist, Inc. Mans Review completed and approved fol compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 N N rr N "y�00 CD If Q °AINz 44\ Lu 0 z E O ^ O I r U ('0v 01 (y) 4- U�C)� - Et o 4) 2 0 2 o V_J O U- C R Q S U •`� V W a%,t o Er, rn i O� - F- a D L L I Ill w W O Q of �_j ofQ O zz K z 0 55 003:x-,L0LOL JO Q FU Z) ox xLL oZ2joo I�- a(rov)wo0foomoz =)a Z V)ww_ZW_0U) LL 0LW W a> z Y o z0O —ZwWa < <�W2i20 0x o oaz Q Q LL ¢ O LL O O Z N OLL1 (n O I�]UM)(OO J Lq � U) lq F-0�CL('M ry0-2T- zoo v< W Z� W O J C) (fl CV N O N ti N O I 0 00 co (o CO C:) N C)CD N N N �- N C)CD N CD N CD N C) (V C) (V C)O N N /� rn CV oo O ,o)oO Un , co C?, A CV o M w O c O O O T- o co CD ' o Na,000OOOO �l J cn >1 N c i -,t lf) C , I-- I I I I I 1 0- co Z z O -+—' W o 1— O U��a 0� �w�¢ � W 0 z 0r F- � r� /F-m0Z V_U W NZ 00 >-of2 Z W M �ZZLL CO W N O�LL 2z O Q Z z Z ~<O U Q O" J a MMO W � Z W WNC14 04 lO LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL — J DETAIL`.-RETRO FIT I I I I I ' 1 1 1 I I 1 1 1 I I I I _ I , i ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: f = V-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" 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 4 GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER OR E FDRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" STRINGER CONTACT\ SIMPSON P LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL • PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL __-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1" = V-0" w ALIGN FACE THIS STUD WITH OF 2ND RISER 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 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" N THIS STUD WITH FACE OF 2nd RISER BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ j" X 2 4' TAPCONS @ MAX. 32" O.C. GA TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 112" NAILS) W/ SIMPSON H3 — SECTION VIEW "E" SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: Z' = 1'-0" -3/4 PLY" ON DEC14 --2x8 SYF AND Nf FRAMI� 2x4 DRAF' STOP 2x4 BLOCK C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE_ OF 202 STRINGER ="PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 41" X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT( GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 �"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL P SECTION VIEW "G" SCALE: 1" = V-0" OST BLOCKING 0 1 f-XI M UUIVO I IxUU I IUN UC 1 HI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" ALL JOINT ✓ALL TO R JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, AND NAILED TO NG WALL BELOW ALL JOINT ✓ALL TO R JOISTS) 2X SIMPSON MT (14) 10d x 1 1/ u L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-0" OCT 2 8 2022 VRA Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 N N r gg Jy�� , 0" W w x 0 Q (N 0 ^ o W L i `O m U M v Qi N 4-- (n U W w c o O 2 d � °a U��# —t (n U w O- �, c (U L. F �i c. o r- F- a -0 W W (� W ow i of w0' w�a Q�_j 0 Q< zzo Z ��g�WO��LLU00LL JO U ¢Ox- WO<ZLL�Oz�po Q H �- 0 C�iWofWOZOW00Mzz U JOQa�zY0ZZLL0W0 a (n Z <¢— <�-gwp2UOQ 00 a o 0 p Q Z W Q LL Q O Q LL O O Z N W O _ f - >�o Q CCM O I LO 2 U) F— 01 EL c+M � CL zvco I¢- W W J O J CV CV O N 1 N i O O 00 \♦ _ ♦/ CD T-— Ca 0 N 0 N 0 N N N O O N O N CD N (=) N (=) N O N O N /,/� CA N C� O ts7 CO O c; �- 1 N O w C O — CD 0 O 0 r- 0 V- 0 1 CDO 0 ' 0 U) CV�0000000 L ♦ > N M 'IT Ln CD 1l_ C 00 VJ z Z O o 4 w W U) W �F- O Uo>Q �O�a ZWF- �mOZ =n = r V I- Z O J N Z W �-�ZX M IZZZLL pp LLI N O � 2 z Q U�Zz z ~ Q O Selo z OU a MMO W Z Z z w J WST N MN 0 (=) LAST PLOT DATE Jul. 21, 22 z O i STAIR DETAILS ' I I I I I __. I ! I I I I I -----t I I. I I ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO it INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND 2. SHORE FILLED LINTELS AS REQUIRED. ACI 530 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND DRAWINGS. 03-0605.04 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND WITH ASTM C926 OR OTHER APPROVED COATING. LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR LOADING WITH THE FOLLOWING EQUATION: MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 MASONRY UNITS. VERTICAL LOAD SAFE HORIZONTAL LOAD - SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-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 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AWr-4~" SAFE LOAD - POUNDS PER 8F16-0B LINEAR FOOT TYPE LENGTH -- - ~ 8U8 BF8-0B 8F12-0B - 8F20.OB 8F24-0B 8F28-0B 8F28.1B 10394 8F32-0B 02.1B 8F8-1B 8F12-18 8F16-1B 00-08F241B 8974 2'-10" (34") PRECAST 2231 2231 1966 1599 3069 3069 3069 4605 6113 7547 11809 4605 3719 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 5163 6607 8054 9502 10951 3069 2561 4605 2751 6113 7547 8974 110394 11809 4'-0" (48") PRECAST 3820 4890 5961 7034 8107 2693 1969 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 2110 2931 3753 4576 5400- 6224 2189 4375 6113 7547 V 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 3090 1999 2560 3123 3686 4249 _ 1663 - 5365 7547 36 7342 (19 8733 (19 10127 19 5'-10" (70") PRECAST 1062 1105 1451 1173 2622 - 1631 4360 2090 2549 3009 3470 7168 (45) 6036 (19 1181 (19 8328 20 6'-6' (78") PRECAST - 908 1238 1238 2177 3480 3031 P07 4383 5061 2177 3480 5381 6360 10394 (37) - 8825 14 7'-6" (90') PRECAST 743 1011 1011 1729 2632 2205 2698 3191 3685 1729 2661 3898 2564 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 3486 2818 3302 6390 47 752 535 1245 890 2564 3486 4705 37 10'-6" (126") PRECAST 475 _1843 -1247 1533 2093 2777 2163 2536 643 1052 2093 2781 3643_38_I 4754 45 11'-4" (136") PRECAST 362 - 582 582 945 1366 1846 2423 3127 4006 945 1366 1846 1684 2423 2193 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 2805 3552 3552 540 873 1254 1684 2193 2805 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 2883- 471 424 755____ 706 1075 1428 1838 1 2316 14'-0" (168") PRECAST 279 1002 1002 1326 1697 2127 2630 442 706 1326 1697 NR 2127 NR 2630 14'-8" (176") PRESTRESSED N.R. NR 458 NR 783 NR NR NR 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R NR NR NR 1250 NR - 1733 NR - NR NR 412 710 2058 NR 2320 NR 2513 NR 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED N.R. NR NR NR 950 NR - 1326 NR 300 548 1609 NR 1849 2047 N.R NR NR 420 NR 750 NR NR 235 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR 340 NR NR 598 NR NR NR NR NR 180 NR 165 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR 1399 _ 315 NR 550 NR 784 1047 1285 24 -0 288 PRESTRESSED N R. NR NR NR NR NR 129 250 450 - 654 884 - 1092 -.- 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAiT-`Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B W14-0B 8RF18-0B RF22-0B RF26-0B RF30-OB LENGTH -- - 8RU6 8RF6-1B 8RFIO-18 8RF14-1B 8RF18-IB 8RF22-1B BRF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 -- 4'-4" (52") PRECAST 1635 9479 1891 3699 5206 6639 - 8060 10893 3063 2992 1596 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 6639 -- 8060 1756 920 3699 1770 5206 9479 3402 10893 3966 1716 2277 2839 5'-8" (68") PRECAST 866 2481 4567 1167 6389 8060 (34) 7917 19 9311 1 859 1653 1600 2124 2649 3174 3700 5'-10" (70") PRECAST 810 1113 2342 8706 (: 4242 6639 10 8060 (39) 7402 (19 901 1825 3120 5048_ 7747 9448 7360 6 8" (80") PRECAST 797 5048 901 1825 3120 7915 9479 10893 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 4 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 15 68 12253 3129 4150 5891 44 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LOAD PLF - TYPE LENGTH --------- - - -- 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 1025 765 1024 763 1830 1365 592 591 1057 5'-4" (64"! PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 326 534 512 357 9'-4" (112") PRECAST 10'-6" (126") PRECAST 227 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 13'-4" (160") PRECAST 244 217 402 324 135 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 151-4" (18411) 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 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED N.R. 125 42 N.R. 116 39 N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/► ^'� T PLFRrn SAFE LOAD u---- TYPE LENGTH --__ 8RU6 758 8RF6 757 REINF. CMU* 1365 4'-4" (52") PRECAST 4'-6" (54") PRECAST 694 693 407 1249 5'-8" (68") PRECAST 408 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 4AWr4a4fr SAFE LOAD - POUNDS PER LINEAR FOOT - --- TYPE LENGTH --- - ---__ 2'-10" (34") PRECAST 8F8-IT 8F12-IT BF16-IT 8F20-1T 8F24.1T 8F28-1T 8F32-1T 8F8.2T 1972 BF12-2T 3173 8F16.2T 4460 BF20.2T 5747 8F24-2T 7034 8F28.2T 8F32-2T 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 4569 5591 5591 6613 6613 7636 1569 2524 3547 7636 4'-0" (48") PRECAST 1363 1363 1207 2192 2192 1940 3079 3079 2724 3966 3966 3508 4853 5740 6627 4853 1 4292 5740 6627 4'-6" (54") PRECAST 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 - 1016 1632 - 1632 2290 - 2290 2949 3607 4265 4924 - 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 2419 3295 2959 3897 4498 6'-6' (78") PRECAST 835 12 1340 1880 3498 - -- 3498 4038 4038 835 727 23 1340 1021 1880 1634 12 2419 2959 7'-6" (90") PRECAST 9'-4" (112") PRECAST 2102 1 2571 10 3039 (10) 3039 3508 _(9) 3508 727 1166 1634 2102 2571 591 680 113 15 1471(15 1705 181X15 2084 2152116 2463 2494 15 591 851 1326 2842 10'-6" (126") PRECAST 530 530 552 . 686 914 15 118515 1458 15 1732 15 2001 15 - 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 494 485 599 798 15 1034 15 1272 15 1510 15 1749 15 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470-t9) 470 -441 543 723 14 936 14 115115 1366 15 1582 15 928 606 14 1349 783 14 1649 962 14 1948 2247 13'-4" (160") PRECAST 418 15 373 1141(14) _1321 (14 428 384 15 455 346 770 559 t4 709 1145 1444 1718 1993 14'-0" (168") PRECAST 723 (14 1050 887 (14 1434 8 1052 14 1218 14 410 420 1694 8) 1954 (7) 14'-8" (176") PRESTRESSED 151-4' (1841) PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 224_ 302 485 -(13 609 404 12 626 (13 897 520 12 767 (13 1224 8 909 13 1052 13 230 187 364 255 1562 14 1801 14 17'-4" (208") PRESTRESSED 637 12 754 12 872 (12 1470 14 192 303 500 732 993 8 1268 14 19'-4" (232") PRESTRESSED 162 166 142 222 347 (1 446 1 546 12 646 (12 1057 14 746 12 261 198 424 616 831 8 1225 14 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED _ 24'-0" (288") PRESTRESSED 306 (1 393 (1 480 (1 567 (1 - 654 (1 1046 (13 142 230 369 531 713 7) 903 (13 137 192 295 (10) 378 (1 461 (10) 545 (1 629 (1 997 (13 137 124 221 175 354 508 681 7 861 267 10 341 10 416 10 566 (10) 124 200 316 450 600 (7) Sj2 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAZT-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT 4-1T BRF181T 8RF221T 8RF261T 8RF301T -- - - _ TYPE LENGTH `-- ----_ _ f867 ffl1675 4-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 4'-6" (54") PRECAST 35 3522 3522 4409 4409 5296 6183 35 5296 6183 25 3374 3374 4224 4224 5074 5924 867 1675 2525 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 2618 3277 3277 3935 4594 675 1301 1960 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 570 1262 1012 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 1651 2204 2758 - 2758 3312 3865 570 1097 1651 1462 (8) 1462 - 2204 3312 3865 7-6" (90") PRECAST 506 797 AR 0 2442 6 2931 (6) 3257 506 967 1952 2442 2931 3421 9'-8' (116') PRECAST 395 395 4- 1 589 931 12 1301 15 1640 (15 1980 (15 2322 16 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 O C ) UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 OCT 2 8 2022 N V VV Virtual Review Assist, Iyoved Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 �0., r: 8F16n1B/1T 8RF14-1B/0T G/ O 0 C c. rl _- f. n I 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" c K.O. BLOCKS W/ (1) #5 CONT HOR C; C; BAR IN EACH - ALL GROUT FILLED *3 J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. a� W V1 J J w u z w f2 -#5 REBAR AT LU o Ln J BOTTOM MIN. (1) QLLU0Ln / REQ'D Q N ^ / U O J 16 GAUGE POWERS Q�Uj ��: N ^ a o » STEEL BOXED 0� 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 LINFEL TO PREVENT RUSFING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL L OR 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 1-112" CLEAR J C, z = - C.M.U. oz LU - GROUT 0 �.- Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY -- BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F - FB IED WITH GROUT U = UNFILLED RF=RTCFSSF-D & FILLED QUANTITY OF 95 REBAR AT BOTTOM OF LINTEL. CAVITY 8F16-1B/1T NOMINAL WIDTFI --QUANTITY OF #5 NOMINAL. HEIGHT REBAR AT TOP N N (D (f It l-� N L0 LO A a `W , ..' .i :i 3•'S = ru � w o Z a V) N E > O r O W L '0 r? u (� 5 V) U -Q aO v a �� (y) � 2 0 W � O 2 o • _ U Q �w V) U w CL W L cO E m 1.1 a ^ 0 0 L- a -0 N w U w W ut/) W F- Q C' X5- w O F- (if ,�y zz Q' z LL "UQ� LL Q U JU)O��0 QOXQZ�IL0-z20 OWOwW JO F-Q~ CC O7WW<0 0 0 00z dWaWFn -j J�QOWF 6)zgwo2U�Q QO� ? o W Q oY W < U- O O N zW O QF- CY)O M C/) I C/) r-- Lt7 F-0�a() �W2 � ZUI<- W W JC:) O mi N N O N r- N O O 00 \ ♦ CO r- 00 � - O N N N N N O O N 1 O N 1 O N 1 O N , O N , O N 1 O N � /�/1 C3) N 00 O � r o0 O M r N O M w O C 'qTr 0 0 CA 0 O c- O r- 0 CO 0 N� j o 0 N 0 M 0 0 0 O 0 ti L r- CO �^ U) Z Z O W (0 10 W W 5; � LJo�o �� Vl oWW� ZWFF---Q ~ Cr F- � =m0Z F- Z V Z J Z N 0 >- <�0 2 Z W M Z Z U- 0O LU N 0a2W O Q C0 z z Z ~`t0 Z U U J 00 Z Q Z J N WCY-) O 0 LAST PLOT DATE Jul. 21, 22 z 0 STRUCTURAL DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL LOP LINTEL STEEL UNFIT FD GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE/ BAR F30TTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (I)#5L(1)#5U (01#51 (I)#5U (1)#5L(2)#5U DETAIL 'A' DETAIL'B' DCTAILC (1)#5L(1)#SU DEIAIL'D' DETAIL'B' & 'C' 2'-10" 1'-61 PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10(xx) 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRL 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5%10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 614" PRECAST (2) D4.5 WIRE 2 No. 4 639 1 167 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'-D" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 9/9 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 159 843 10'4" 9'-2" 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 17-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 F-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 3:37 525 14'-0" 12'4" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESIRESSED 2 No. 3 O (2) 7116 strand + N.R. 473 473 328 455 2 No 4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 35/ 357 254 352 (2 No. 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 + 256 756 188 262 2 No. S N.R. 2 F-4" 20%0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. (2) 7/ 16 strand + 2'-0 2" 20'-8" PRESTRESSED O No.3 2 203 203 ISS 215 2 No.5 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" DETAIL"D" TYPE DESIGNATION P YIAINIINIFI/ rQUANTIIY OF #5 BAR'AT $ SOLID LINTEL -1 I IOWIKIINIhI CAVITY [8x10-P-1L/1U] NOMINAL WIDTH J `aLIANTRY Ur # 5 BAR NOMINAL HEIGHT Uh'h'FR IINIFI CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 1 E" COMPOSITE LINTELS LINTEL CLEAR I-INTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (01#5L(1)#5U (0)#5L(1)#5U (1)#51(1)#5U (1)#5L(2)#5U DEIAIL'H' DETAIL'Y (1)#5I. (1)#5U DCTAIL'H' &'P DETAIL'K' 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4' 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9.5.50 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 100W 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 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 8'4" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 26.51 2811 8'-4' /'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (21 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 (21 No.5 IS68 1568 1222 1568 17-0" 10'-W PRECAST (2) No. 3 ? No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-0" PRECAST (2)No-3 2 No.5 1232 1232 1 849 1232 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1419 1419 850 134/ 2 No.4 (2) // 16 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 2 No.4 (2) 7/16 strand + 17'-4" 16-0" PRESIRESSED (2) No. 3 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1035 1035 478 936 2 No.5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.S (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 i •;'41: •r��F'': DETAIL"H" DETAIL'T' TYPE DESIGNATION 1'-PIAIN IINI FI/ QUANTIFY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x1I6-P-11-P U] NOMINALWIDTHI j J L,,A." YELL# S BAR NOMINAL HEIGHT IIPI'ER I INTEI (:AVIIY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CI FAR SPAN DOOR SIZE UNTELTYPE LINTEL SI EEL TOP WIRE / BAR I-INTFI STEEL BOTTOM BAR GRAVITY SAFE I DAD UPLIFT SAFE LOAD PLAIN SOI ID µ5 (1) U (0) L SOLID ## (1) UU(0) LI SOLID #5 (I) L1 (I) L DFTAII 'DF DEIAIL'DF' DEIAIL'DF &'DF DETAIL 'DG' 3'-8" 7-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 7-10" 7-6" PRECAST (2) D4.5 WIRF (2) No.3 2654 4449 3965 3965 4'4" 3-0" 2'-8" PRFCASI (2) D4.5 WIRE (2) No.3 2400 4030 3607 360/ 4'-8" 34' 3'-0" PRECAST (2) D4.S WIRE (21 No. 3 1966 3390 3053 3053 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) NO.3 1193 2290 2085 2085 P 5'-4" Y-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 •r4 `.� •ry�1 :� •.yw :� DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION S-NAIS111110/ IINTFIrH]WERUIFIANTILTBAR NTEL C-AVIYAT [8x16-P-IL/1U] -MINAI WBJ ] `I]UAN TITY OI MBAR NOMINAL HEIGHT UPPER LINTEL I_AVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS I INTEI CLFAR LINTEL TYPE LINIEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (0)#5L(1)45U (1)#SL(I)#SU (1)#SL(2)#5U (1)#5L (1)#5U DETAIL'E' DFTAII 'F DFTAII. 'F& 'F CLEAR 'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRL 2 No.3 9383 10000 10000 1(x)00 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-B" 3'-4" PRECAST (2) D4.5 WIRE 1 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 WIRL 2 No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE ? No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE 7 No. 4 1411 1411 1319 14,99 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 9/8 13-4" 17-0" PRECAST (2) No.3 ? No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 120/ 1207 605 938 ? No.4 (2) 7/16strand+ 15'-4" 14' 0" PRESTRESSED(2)2 No.3 1095 1095 551 887 No. 4 17 4" 16-0" PRESTRESSED (2) No.3 (2) //16 strand + 836 836 426 /63 (2) No.4 17 4" 18'-0" PRESTRESSED (9) No-3 (2) 7116 strand + 655 655 340 645 ? No.5 20'-0" 18'8" PRESIRESSED (1) No.3 (2) 7116 strand + 607 607 317 601 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 ? No.S (2) // I6 strand + 22'-0" 20'-8" PRESTRESSED L No.3 (2) 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED 2 O No.3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P fLAINLINTEL/ '"j r C OANHIY- ttS BAR Al 5, SOLID LINTEL 1 1 LOWLRLINTELT=AVIIY [8x16-PI-11L/1 U] NOMINAL W IDTHJ L OUANTITY OE 15 MR AT NOMINAL HEIR HT UVrER I INIFI CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UP[ ITT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(I)#5U (L#5L(1)#5U (0) # 5L (1) 111% (1)#5L(2)#5U DETAIL'U DFTAII 'M' (I)#5L(1)#5U DEIAIL'N' DETAIL 'I' & 'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 1 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 7 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 /4' 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE L No. 4 4456 4456 :3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" /'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3/06 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 I'-4" 10'-0" PRECAST (2) No.3 ? No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 17-6" 1F-2" PRECAST (2)No.3 2 No.5 1775 1775 12/9 1/75 13'-4" 17-0" PRECAST (2) No 3 2 No. 5 1605 1605 1107 1605 14'4)" 17-8" PRECAST (2) No 3 2 No. 5 1490 1490 992 1490 (2) 7116 strand +2 14'-8" 134" PRESTRESSED (2) No. 3 1948 1948 1093 I591 No 4 I S'-4" 14'-0" PRESTRESSED (?) No.3 2 I1 / I G strand 1774 1774 996 1494 2 No.4 17'-4" 164)" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESIRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1008 1008 573 1048 (2) No.5 2F-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 7 No.5 (2) // 16 strand + 22'-0" 20'-8" PRESTRESSED 121 No.3 850 850 471 923 (2j Na.S (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No.3 (2) No.5 740 /40 393 772 DETAIL "L" DETAIL "M" DETAIL 'IN" TYPE DESIGNATION P - PLAIN LINTCU '�'I r QIIANIRY (IF #.S BAR AI -a -SOLID LINILL I I IOWFRIINIHC:AVIIY 18x16-P-1 L/l U] NOMINAI WINTHJ j LIZI/ANI IIY t)1 #.5 BAK AI NOMINAI HHGHI UPPER ""I -I (:AVIIY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOIAI LENGTH CLFAR SPAN DOOR SIIF LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR IINTEL STEEL BOTTOM BAR GRAVIIY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)11(0)1 SOLID #5(1)U(1)L #5 CJ I ) #5I1 UU�1 IFL SOLID #1(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DIT &'DJ' DETAIL'DK' N-8" 74' 7-0" PRECAST (2) D4.5 WIRL (2) No.3 5713 1m00 10000 10000 4'-0" 21-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 2'-10" 7-6" PRECAST (2) D45 WIRF (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0' 7-6 PRECAST (2) D4.5 WIRE (2) No. 3 364/ 9133 7835 8173 4'-3" .3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 /25 0 6382 6382 5-8" L-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0' PRFCAST (2) D4.5 WIRE (2) No. 4 2916 2976 2676 2737 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 7-8" 8'-4" 8'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 4 1563 1563 1 1 13 1455 pry �• �rh DETAIL"DH" DETAIL"DT .,•.fir DETAIL "DK" TYPE DESIGNATION (I P - PLAIN LINILL/ S-SOLID LINICL -1 FICS71ANIBYI>I #S BAK AI IWFKINIH C:AVIIY [8x16-P-1L/1IU] NOMINAL WIDII IJ `CdIIANH Y OF #S BAR NOMINAL I ILrHI U PPLR LINILL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GR*�UL'D TOP LEG BARS: (PLACED IN(SEES: ! IEDUI I ) (I) #5 CONTINUGHS RI O'D. PERSTRUCTURAL PIAN 7132" STIRRUPS AT 4'-0' cc co 00(TIED OR WELDED) BOTTOM BARS vSEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT - (PLACED IN FIELD) 2" 1 7 5/8" TOT' LEG BARS: (SEE SCHEDULE) 2" (I) #5 CONTINUOUS RE(i'D. PER STRUCTURAL PLAN 7/32" STIRRUPS A 1 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGI OT STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING RE QUIRt1) AT FA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 42 DESIGNER MAY EVALUATE OTED LOADS FROM THE SAFE ADTABLESB CACULATINGMACICONCENTMUMRESSISTINGMO ENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 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. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPI IFT UPLIFT I FNGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(I)#5U (1)#5L(2)#5U 'P' (1)#4L(1)#5U DETAIL'O' DETAIL DFTAIL'O' &'P' DFTAII 2'-10" I'-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 1(x)00 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 76,91 10000 10000 1D0(x) 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 IDOOO 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4651 64// 8'-0" 61-8" PRECAST (2) D4.b 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 ? No. 4 2984 3021 2320 3118 1 F-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 17-0" 10'-8" PRECAST (2) NET• 3 2 No. 5 2436 2436 1727 2436 17-6" 1 V-2" PRECAST (2) No.3 2 No-5 2269 2269 1577 2269 13'-4" 17-0" PRFCASI (2) No-3 2 No.5 20,34 2034 1366 2034 14'-0" 17-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 (2) 7116 strand +2 14'-8" 13'-4" PRESIRESSED (1 ) No.3 241:3 241:3 1338 9/4 No 4 15' 4" 14' 0" PRESTRESSED (2 ) No.3 (2) 7/16 strand+ 2199 2199 1219 1846 2 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No-3 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESIRESSED (2) No.3 (2) 7116 strand + 1348 348 I53 1330 ? No. (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 1254 1254 /02 1271 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No.5 (2) 7116 strand + 2?'-0" 20'-8" PRESTRESSED (?) No.3 1023 1023 576 1121 2 No.S r14'-0" (2) 7116 strand + 27-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 94/ IX •- Art 1 TYPE DESIGNATION :-Ai1 :•1r1 .'rr1 .•i •• .•i I'-I'I AID IIMF I/ U tIANI II Y OF #5 BAR Al .•i S-Sot 11)LINTEL LOWER LINTEL CAVITY Z•7i 4'.� l•'r1 [8x16 P-1L/1U] L NOMINAL WIDTH QUANTRY OF k5 BAR AT NOMINAL HEIGHT UPPERLINTELI 11. DETAIL "0" DETAIL "P" DETAIL "0" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x201I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPI IFT SAFE LOAD SOLID tt5 (1)U(0)L SOLID #5 (1)U(1)L SOLID 151)U(0)LL SOLID #5 (2)U(1)L DFTAII 'DL' UETAIL'UM' DETAIL'UL' &'UM' DFTAII. 'DN' 3'-8" 2'4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.3 /665 10000 10000 10000 4'-0" 2'-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 /552 10000 4'4' 3-9' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 1 10000 6836 10000 4'4" 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 WIRF (2) No.3 2448 7050 3434 6540 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4S69 2302 4235 7'4" &A" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3:338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 ,• �- •. , r r n, DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION E : PI ,T� [8x116-P-IL/1(U] �I�Fnor] L_elWntr e UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CI FAR SPAN DOOR SI7_F 1 INTEI TYPE LINILL SILLL LOP WIRL / BAR LINILL SILLL BOTTOM BAR GRAVITY SAL L LOAD UPLIL I SAL L LOAD PLAIN SOI ID #5(1)IT(0)L SOLID #5(1)0(1)L SOLID #S(1)Li(0)L #5 U L SOLID #5(2)U(1)IF DI.IAIL'DA' DLIAIL'DB' DLIAIL'DC' DFTAII 'DB'&'DC' DLIAIL'DD' 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1/S3 I/S3 4'-0" 7-8" 7A" I'RECAST (2) D4.5 WIRE (2) No.3 1597 180 1 1801 1483 1483 4'-2" 2'-10" 2'-6' PRFCASI (2) D4.S WIRL (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3--0" 2'-8" PRFC:AST (2) 04.., WIRL (2) No.3 1367 1553 1553 1284 1284 4'-8" 3-A" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1:363 1131 1131 5-&' 4' 4" 4'41" PRECAST (2) D4.5 WIRE (2) No. 3 864 99'i 99:i 831 831 6'-81 5-4" S' 0" PRI CAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 6S4 7'-8" 6--4" ("0" PRLCASI (2) D4.S WIRL (2) No. 4 542 669 669 462 537 91-8" 8'-V 8'-0" PRL(--AM (2) LN.._; WIRE (2) No. 4 396 489 489 26I 393 A DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL_ LENGTH Cl FAR SPAN DOOR SIZE I-INIEL TYPE LINTEL STEEL TOP WIRE BAR / LINTEL STEEL BOTTOM BAR GRAVIIYSALL OAD UPLII=T SAFE LOAD --- St)I IF)ES(_)lIU #5 (1) U (0) 1 1) U (1) 1 SOLID #ll: (1 )I UU(L))) 1 L SULIU 115 L L2) U (1) EiLTAII DO I -If (All 'DI' DFTAII 'FI(l' 8'I)P' )HAILDO' 38" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 IMA) 10000 10000 10000 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4' 2" J2'-�8"2'-4" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 WIWI I(UM 4' 4" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 101X)0 4'-43" 3'4' 3'-0" PRECAST (7) D4.5 WIRE (2) No.3 !r044 1(ka) 7000 10000 5-8- PRECAST (2) D4.5 WIRE (2) No.3 3U/; 1fx)rA) 4:3➢5 I0000 6'-8" j4'_4"4'-0' PRECAST (2) U4.5 WIRE (2) No. 4 37('1 7'38? 2901 6831 7'-8" PRECAST (2) D4.5 WIRE (2) No. 4 P693 4979 2(.)6Q 4671 9'-8" PRECAST (2) D4.5 WIRE (2) No.4 1557 -996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION TYPE DESIGNATION I'I /'III IINH II (>IIP NgIY III II RIP At .IA III II1.111I I KIWI I'II""I (AVIIY [8x16-P-1 L/1 U] N' IMINAI "I'll,IT] `rlllAl llllY i II 11 1 BAIJ nI II iMIN)MINA[ IIHI,H( 111' I'IR11,411, (.AVIIY OCT 2 8 2022 Virtual Review Assist, In - Plans Review completed and approved for compliance with the 2020 FBC 7th Editioi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Tolol Lcngth Type Wx8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 923S 3'-6" Precast 132.; 4624 4' 0" Procosl 1041 :3:358 Precast 858 263S 4-8" Precasi 810 2459 S'-4" Precast 663 1940 5- 10" Plec(sl 583 1624 6' 6" Precost 486 1396 7'-6" Precasi 403 1134 7'-8" Precast 392 1100 8'-0" 1Precnsl 363 1037 Precasl 318 981 9-4" Precasl 222 772 10'-6" Precast 156 600 I I 4 or I r_ .,ast I3'2 51 6. 12' 0" Precast 111 59:3 7- 6" Precast 98 544 I3'-4" Precast 82 4/5 14' 0" Prccasl / I 429 14-8" Prestro%wd N.R. 417 151-4" Prestressed N.R. ;369 17'-4" Prestressed N.R. 2S/ 19'-4" Prestressed N.R. 184 20'-0" Prr_slresscd N.R. 16/ 21'4' Prestressed N.K. 138 22-(F PFOSIressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended O is .r„y 3,"'. _ _ _ '•. i,.� r �7lt`(�� `,: ,r;, rT.T�` I� "�y��•' ^C, rY •, ^J .) fit"t �.,� o �Q- { w"" a ': ,.3j a0 U') <- }}•,;i�j a O _. 0 w 0 Z Q Vn`) „' Q)L0 n E 0M W L D W � MM � _� } Z co o N V -0 A, W E �_� t o } O u o TSB • O LL o Q lJ7 U Q .^N, U LU Q W L M E r O C) co O 1- OL a LLI (D LU W 0 w 0 w F Q w _j W Q z w Z x5�E_j 0��;nU_v00 JO a Q F4-- au)Ww0_0 f00mz,) (� 0 0 Z Cnw0_w(nwwwF3wwQ=�J JQdpLzy0ZzLL-0w��a U) <0w 2F-E_ �III wW620 atf 0 Zz Q g 0 C) C) LLQ 0 �¢LL C) C) Z (V � 'O VJ z MO Q W (y) rl- Lq a_ U) "It LjL v) I- z w U� I-W0-M Q>-Qao Z Z w W C) J O mi N N O N r- N r O O cD 00 O O O N CD N N t- C)O O N N N O N O N C) N O N /�/1 o0 C)T- Lc i o0 C)N M O M w OO �N} V 1 O d) CD O O r- 1 o CO 0 o •tn N Ln j C) C) N O M o d' C) L!') C) CO C) I- LO r- 1 07 00 U) z Z O owv) O}' wW�>- U=teaQ 0 �0 H0 wa (� O a _ 0 Zw~� W00 ~ �i-=Z < 20 W N Z W < lW O 2 Z M a- W N OU_j2W QQ� 0 Q U) Z Z Z z YQO z 0U 0CL W z S12 Q w J 04 WC, M 04 LAST PLOT DATE >0 Jul. 21, 22 -�j - z 0 STRUCTURAL T� J DETAILS A (LEFT) xgmygAffff IAnI-wind R .. t^ Jf-e' VSi11tt1,l:lr 501e'C Ile Batts 0 _ig T A itul"C lfnit'Bettl'>ne Edge Front Crass Stipport Slay be tilt to W) Left bracket ll,,ArWtlq'ei ~ 014 self-Drlliny Stiews'ftuu B:,ai-keis ,S Kir k Cross , Support Into A/C Unit "torn Side C,1411 f.'He for hurricar)o usg''1 I cam= 1s� , „,,r, „l- � . ' I .-.uts :Vlu ttrl„. LnK,n,rvI IJ Raoaal.'Sa-al •.aVi4hlr rlw.n rY,fl i, i..ddissim a fat wir! spptyl t back Cross support (Flay be culr to v i Right bracket , b Gauge) Florida Department of Business & professional Regulation Building Codes and Standards Product Approval Application Detail o:,l,. L ,, I lvlarm2l rLr. az2.1u SL91 BJ611'Y.ill: 20 2l,t' Dare Perxlnu 2dW DM Veil illlnlllx4Lrar corstaat bilinte & Llwnse '441106104By Jilthall FBC Aoglav8 Alga ed Mid, A:I, rmnaY „tit 'Jenl Protrude, Inc. Micro.] 3rahhw 0ena4 F N."r Pr` . , 'l1 ri 1— P F JIrL'2020 12nW20N I J26 7Lt J. fR '. Ue, na: en"gory: Strllttural component. (677) 441.6366 PE-73770 1334, 3W , )'I subCY"g"! Products rNrod+cell s•+ a Re.A or mfoes-1-1com Nrra Tech "logy coaypdanc" Method. Evaluanon Report her, e I longs 1449, W-C AJtnllOCI Or a L41,110ad Honda I. urcya,mal Fngnee, r .06022,119 M1v.a.e6 Q+MIIIY Amu s1N9 hwil yed for Use Amaoved for Use Irate 1 04x11si 544E Product Model. Numbam Number or Name Product Dascr,otton C.4K,3gLFl�Irallwl Del, Ili htyK outside HYN Resistant P.r&141.11e qn«.rrcl#"',, '."I: LN, � Forn Don c lood and VenUsuw Vent 12/91C'023 're; vr, PUA, r1WA100 . a,rvanl Moo"I 111543 511 LLa,ru,Mlrx...trw+f anti 1.+F•14a1 ;> .-rl 1213,(,^OI9 Yes ' Orin Vent Mr+°wl ab 54fl.Snn Inaulaiwn FMrrd'✓en! I i Yea Yws r11a +Iris IIIr, 4 Sna 1.1 Model 01540. 521 Insulated Flood Vent t Yes Yes NIA •'100 10n t. 9roartVeat Model *1540-524 16&quct Garage Door Flood Vent <^J' I"i.1: r yez PUA I41A 6 91n41VMl Modal Ni San.670 'W.d WOIII I—labed Flood Vent 'I `P,,n.,;.> „, Y., NIA r1bd+-1[t,n 7 Smarivenl Model #1540=514 14 53quw'. Garage Door Flood Vent 12,31 ,0) 3, r r s Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deldil Q2A%11 Ft..JI-ty of 2= 231!1 13i::-F'ti0 IN CAN: TAt YE@0or ye�Aud 8, SuEmitted FBC Approvai ARRL-0 to Revswn :10:'U I tie Tru Corporatror S.Ieve JImperson Lyndon F. Shcmidt, FE. Rr'.I. I,q ' k -W 1;a+2;1.1 '231R020 041;2f.021 Qrry4)t . .'-, +� , Category EXtena Doors 11300} $43-7828 PE43400 18 i, 1; r9'SYi SubCatogOry, slaspe+son(IlItherrrletru.bo Compliance Method Eval'.,ab:>„ ur'rar flo-I, a I, F lorI Registered Archsector a LI::e,)seo FlOim, Pfdessional Engineer PL$2044"6 Products Q}lality As6ufanda Approved for use Approved for Vse Impact 0e519n SCd a Product Model. Numbor or Name product Dswcriptipin Contract EXpiradon Oa[c in MVH Outside HVN2 Resistant foresawr; Or Thotmis Tru Fiber-Clesaw and .,moots, Stun Nomnal 6&1r39,8 &quot, I mpoct&qmt Opaque 1./?1 ', ),(;; r+,: Yes Yoe NIA Composite Edge Fiberglass Single Door (h ,s'wingfOuts,-Ang; X conflguratlon) b. ThermaTru Fiber-Claea,c and _:rer Namnal 64tt39,69gLVN, I n4a..39.quct 'lpaque Yes Yes NIA Composite Edge Fiberglass Single Door vnth S'delde(s) (InsWrIWOulaving, XO„ OX or OXO c,ont:puraleons) t. ThermaTru Fitter -Class c and Smooth -Star Flantn.„„ 83#39;$Bgl,pt,lrtgact&quth Opaque Y2r31+2022 �'es Yes N/A eixnpo,l Ed;ae F,beIlj as IX r,1, a Cjnor vatfi In 'M8M'.xJl t�4lnnles inaw -.tit ]ulvwnvd XX or r5XX0) oottbgar0lonal d 1r bv, [.testis and Srrnoth-Star Nomhwl8&#39,0&gwt,llTyrut&tiMt:rPryu. 1n6l 12022, No Yeu Composite Edge Fiberglass Single Door (Ir,swingtOuhemng; X configuration) ., a. ThermaTru Fiber-Clessrc and Smco•,u.:itri1 IAorrnal 8&039,o"1mpsc1&quot, Opaque 1;1v'9+r..`.L,+," Nn Yea Yes' it I.flmpn3�,e Edge Fiberglass Single Door oath I r�' 't v4ng/Orlrcwt 0 Xr) '1X or CXr) or rf s +ra br r.. 1 Ilr.l »i I II F,np,1 l;'.I'd6tlic and Smooth -Star IJominal diSJJ,U &Llucl 1218112022 No . Yea IJ,rA Composite Edge Fiberglass Dow* Door Mth Ir: vAdlout SideNtes (lnerraigrOutsweng', XX or C,UC cnnllguraltOns) 7 g. Therm -Tin Floor-Classc and Smooth -Star No of 6&9398 &quot',Impact&quot, Glazed 1. r' . ,_, no Yes Ycs c I I 1 Fdge Fiberglass Ssigle Door (I +Mangy' ,&%eeng X turlfigurano,i', h Therma-T•u I'mer-CLassc a,,d Smooth Star Nonni 6991 &qu[:rl npaci&ql„v: 12131 r2022 Nt Yro^. +.. rlrr', Composite Edge F Iburgcass Sviii (,.ru ',N ll, Sidelrte(aa (Inaving/Outawng; XO, OX 9r OXCS oonrguradons) 4 1 Thermal Fiber -Classic and SITXI:Atl ;ern Nominal (Aril 8 &gtot',I mpaot&quot', Glazed I-, I I,TIJ;' NO Yes Yes Corul as to Edge Fiberglass DeLlbar Door Win or ryltrout rS'�pYlla6,,I+HYNAr'e�rfl;.ILptRYAr+� >:A Ur I X',I(f,' corrrgurations) 14 f Therrm-Tru Fiber -Classic and Sn'aonl- Tar rrominal 89#39,0 &quot l mplact&quat; Glazed t,.'i' QN., No 'Yes Yes r..nmposde Edge Fiberglass Single Door 1-:.mnpne.Ibswing; X configuration;, I,I F he--Cl... aiand Snloops-91ar Norneia, St'.IIIa &punt Implart&punt Glazed 12;3172022 Yes rIIA Gompos,te L.dge F.herglans bnglf, Dole '+ TI, SNlelite(a) (Insvany0utsrAng XQ, OX or OXu cordlq a ralicns) 'F,+rra.`r,F lur_"' tans:.' sr6 Son—th-SLIT Nominal Imil a.0&'Ilia 4;artAl 1 111"lid 12r3112022 lh ,nx, Ye4 IVA. Composite Edge 1- Uerglesa Crow* SJr r mW a: .trout Sideldes (Ir worgr0roeearg XX ': 0, J conrigurali>ns) Ir I hornu-I nl Pa4v-! aassw ar.0 Smooth-S""tar Nominal 68031 &quot Impact %,, 1,1v u M.Ae.J 12131l2022 Nd 'r «,.. sea N,A Open Composite Edge F,bsrplass tr,n;1, Ouci Qns'MrigrO 4unrang, X =rfiguratoni A n Tnerna T v F, her :,lass¢ and Smooth -Star Nomi l 6&439,8 &quot lntpact&quut, Gibed Molded 113112022 No Yr,. Yea WA Open Composite Edge F be glim. S, n'gle Fa ,, di, Glazed Moided Open S 10ri (sl ran— 9Y) ,-AL, L, XO OX a OXO canngu tronel L Thermo T•u Floor Cl.— and Smooth -Star Nominal 6&#39.8 liquor Impact&quot' Glazed Molded 1213172022 No ','es Yes WA Oper, Con/Rcalle Edge Fiberglosa Double Doe, r.th OI wshnut Glazed Wiled Open':,Idellr+es (11. Ilg?0.t11Ahg, XX Or OXXO C f,g LratlO116) 1H p 7benrYa-TrrJfloar-i.Vassc and Smooth-S'lar Non Inal e&#34,8 &quotlmpact&quot, Opaquo 12 lrX22 No Yes Yes WA Con ir—a Edge Fiberglass Single Odor with Molded Open Sirdelits i (I nsWngf0utOMn , XO, OX or OXO configurations) 17 q Thermal Fiber -Classic and Shrooth-Star Nominal 6&#39,8&quot' I mpact" Opaque 17 .'+J'r,;; No Yes Yes ILA ComfX sce Edge Fiberglass Double Door wfth or YMhout Glazed Molded Open Sldeees (l naAingfOutwefog; XX or OXXO mnfig urattorts) FI-9153d2•N6 C.- Leal vau_ !1✓ Le R"'Im 2020 MI Wind —and Doom Category', Exterior Doors 8ubCslegOry: Slid,9 Cl+t Dtlff AsiombaVe compIlis Malnod: Evaluation Report from a Rohn. Registered Nrhl e-1 or a Llceneed Plods f1a15=411 Ploreaelonsl Engneer Roducls SAq$ tl!, l Med"1. Number ar Nam" 1 =_-: 420 ALUMINUM SGD n OCnco 420NUaIINUM GGC ncao,ori S SERIES 420 ALUMINUM SGC RFINFOR,: fU SERIES 420 AL UMINU IA SGC REINFOR,Et.I Florida Usparbnertt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - 6sm or .[We 2il 4?la rw-11k DWI, baser & t In.,.... alb Ear &=12�W Apnr = Break Suing. Luis Roberto Lomas '+«,�c V IJ'elor RE 1=61t020 lcma72020 11J!'.' fr, 7)385.3300 PE•62dt4 ,.; tr'11'r 145: used"ongmnyd :an Quallty A .... .. Aoo ,,d for Lisa Aaoroved la Use L�>•,1 Dimou,1 $eruct Dissertation r'.neraci EXNiJIOn Data (�jyt QU19daIMIC ggaiiyAr4 Nadi,,a SERIES420 ALUMINUM SOD OX'0 -r No Yes ft ,.4sgaol,e8Uquol NON -REINFORCED FRIF IOMALU&Q4UMSC4D-Xo, XX ;r trio Yas r' a6M p..A N r1&q'�Ot NOr}REINruRA ED pClil_.: 4.V L MI +JM OGC no ir'Jn CCo bxO 1..: J'120�. 'I•:: Y.. 145?J4&quot49i uN SERIES 420 ALUMItaM S+,1' ,RF Nta,R[:1 111,. 12/31/2024 Na e, XO XX 9S&quobl96&qucr, SERIES 420 ALUMINUM SGO REIINPORCE J r. +.•. IMI4024 No 143&1uilt 1966.Wol; May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed belt- ., they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. [;gate 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.01-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS Series 185 FL17499.2 +60.0/-60,0 psf 10/8/2023 A. SINGLE DUNG MI Windows and Doors B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2'024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION Ml Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER -- 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 12/31r.,n2'1 A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A. 12/16/ %022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/_2`l C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL16918-1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS _ A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS _ A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999-4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/'%022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2'023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/311l 1) The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information mus, be available to the inspector on the jobsite; 1) copy of the product approval. 2) the performance characteristics which the product was tested and certified to comply with, 3) c-_)pyi of the applicable manufacturers installation requirements. Further I understand these products may have to be removed if approval cannot be demonstrated during ins ecl pp q 1 p y pP 9 P APPLICANT SIGNATURE DATE r4e1 r1!nr-�,'{ I I ,••,:, I I i, I ,, I F .,,.lilt'/ la a ,, it llrprig CrdJl., ar I u l,;t rk. Product Approval Application Om,ll t' r l I Ir'll imt r'�IbHda impartment of Bu Lrvo; & Prafw s,,.an, I Krlrlrn, II PI oril I Appleovat Application Detail E ding of onto rW1 D'A. Pend'al coa:," Enon er i Licars, VWitGrit a13'e y y s,J6mft,d FaC,Arrnl. Auucved t 1 tII,II J'Y An. r n Arrllrle.11.r,l tit,tit,j N ,r 1� -F rIT '-:.I 1 7 -.. 1111712n2u !IC,,l '�fl; AAWr lE3: .rFre ASca.:ii— -tilt As•:-4T f! I I , , L.... lifrrl ., 111r. 1.. ,. I..L, I I., a 1R' r lj,;g,lrall uln Dole I_ it\ _r: ... -Olrt91 a VVFI R ""rill ilrtrfC',u:,n'll.• =n.f" ,I 1 pd.l,ri t'Ll fir .J „t. .l L. ', L:nrlur,.: —PI, (lu,:I Approval Application Detail - FKI I:",I'4' ,:i: c"t3'ct YJcLlst Ss:L'ad^!^s1. ER..Sat^.ram rL:1-r, •.vr: .'. -bride Department of Business & Professional Regciatlbn Buildirlodos and Standards Product Approval Application Dohil _ valdwodav v na2d Ikair, r6CAddroval Afgr,+ ,-d A ante, Arch to t-- 94n— M A 1 u 1u73 . ;,3o I :nLary A.. -II Jn tL. .Ir�r,,.t C„I yy 1I�L.-„ Iu— oquilit PX enlsrct Cbrvt.rintlni'. _4 _:_I,r .Li, n_,_r1y_ r , NVI1 ___I:'H'�_ fxalMma Praew 7:1 0., r"Wr Fe,d :.alds9 l„ r N. .61,11"0 Florida G+^r f%i rime rat I')f Business & Prof es tlor, at RuFr, Ldrlrn building Cow.5 xiSland vl,, Pio; l.t Appiov, I Afriliration Uetaci Irk F.iJYx gait 2a.. 0.11P. dl. Pr1 „1.., Y'.I:=:, GI...Tu^•dc,trlua. !:.tsiL,I.t, En'ulua.r&wren,se varld.Tted 8,+ Valldwl.,d 514mtited a„A-naOv„I yLJgLL'ily ;itAi" Wen'. tlsluer LolaRLor-s.PE „1"f, 11 U Lr nr-" 19,i,(ii:Y)2n tutu 2CXb iG+tlvr ' :.. r=. '.- 'y,rn:od d .I 'y:v'I,ah a«now - Lcya00n PF_-A2.'514 f717 ?'^-:4+E4' L:itlinger41 d,zon, rr'u,uo :] nkkLu I8ul 11 v7s ,.1 U nnl , I Uma n- HWZ.. 2s!r.n..,t_. HVN7 I lot c uddiroq r1x [I'r.' -� , ncards PIrXt1.mt Approval Application Detail I'• I,'L,!.._ 011tn rLr1t2 D,)In PPn,111•IJ 4 Cn:u.i:l .Lr.ul^'Ind,.+..t+..Le.•^'m.a 'S:d41.rliILv1'.I..CL k::.elJ}:tL9ri :^.'dX.+J!!Lr^i? E@5;11Wx�{ SImY�Ld 5S#J15 Ily � , e tl I„ru 41r"u U,r USe u-,.f , ,,. „ I Ih.,.,,, .:I . �, ,Ir.r E+;, -.,,- �C.<r V +! __. it �. V. +• I,,,.. P ar re PLn -,n ruL of a � sl,�u 1 r 2023 Flonda Ocra,rtment of Bt*iness & Professional Re<8dation Bulddi:ng Codes and Standaras � Pl,uduc.t Approval ApF+licaliull Dclaul lIL"OtediN :I. I r.rr4•-a-tin., .,.1, y, F , 1R?7d W P, d 1, Virtual Review Assist. Inc. ar,0,1 Noirbare, Wpm Plans Review completed and approved for compliance with the 2020 FBC 7 Anne Klahr PX230 I ;nint d ;t r='.-a+lnca&4Y::s safAi ai Yn ywla wear ,;m10 h Edition aril .swldv ',I5L4N 1n Scold VaryI IdA toy Debra Vein! or solid Vlor ;Inlet U51 _-.—Lr -u^se nodda�reparbnent of E.n,nebs , Professional Regulation Building Codes and Standards Product Approval Application Detail r FIFA 21" Data ptimlil". v S;': S9a3t',A rUMd11@JL$-Li.:wJ.li: _dl.s.L Ll}k. Ya WAUl& Su-111, fazApPiC.Y41 Awe—, :1 1d11t:. I,HJH7 r.. :.n 'I" uir> Q� CU O = ^L 0_ 0 W Q O O (� Cn 0 O Cll o o o � _ CU 0O M o 0 O L Q ( 0_ U Q F� zU) cu > 0 > I a c/� O W 0 LJ W z J Z Q J CL SHEET NO. PA 1.0. Florida Department of Business & PiofessicmaI Reyulit, in utg.l I Florida Department of Business &. Professional Regulation Pa,,e1 nf, Flonda Department of Business & Professional Regulation I -:, ,,:. .- s. F', i ,.ii n Building Codes and Standards 64r pit Building Codes and Standards ea12r Building Codes and Standards " Ill l 1. n f tor:rl.1 I : DI:' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail I .'., Iii1o. I Appruvol Appil-atWn Ue.tan rLln 2]26•RM FL el alit u�R:l fLtn tl:97tFR6 r'rl Entity or Dad. oat" Data!Folding Dal SJli1Y ErallM or 29, RA2 Dale pealing gttt cede Ftitro or AM Dale Dale P—AFN �: _ _. nufr Giza e; Gnla Fir,, 11, 11,11 7Sfp° Vrelon Yanldaebaer COMasI En,dnwu, kl.ivul+,u WdYe4n4 el a.' ValWafad lrbWRed fBC llDoroval a�fW Si144 Y4S9t46 .10.11(Il�1d4L - of SSN:ILJLI ErwinaxriL¢ense Vail e,:l air &,b i d Validated Hn PaC: Arx,rmal BQII41C:>( `st1.3�ti . IluiB 11a..19u M1.+., Yarr,.rwr CRmm1 Fn.nllr.wxr A l irw..nw Yalydxrxd raw lliiVldmtHtl er.mr wrr RRrA Ar,r,: i Y;r;: �. :.:: :::::::.: .:.:..,i' �. ._t..PI.: Y,f.l+SR:c Yl1a.•I tSY s...�.r.:� '"Ili'.. !.' i'fi �,.. :..,_" "".'I.' Raufslon 292D .. � .- TAMK08ultling Prcdaifs LLt °a , - .. � - �;. KmIE,.ew V:4:,.rr r,.,nrn. I.. I,, r; ,tT,., ..I' IE... VAIA) , I:)n.4: nY v5f. Y)'1 ,.•.1 ,aJ. .., r, , 1 /1 ' d 2,..,,0 1 2F151:.07!0 Approved ReNsion '_020 LV. Thorn son. In:,. 6tS01Aolt Bon AfebltC'. [Iaral D g � � r.,^-. I n.. �.., T.1r �. �:,1 .I ,i�er: .. rr.haryF I 1.r :`: Pf IGI. rr PE t I .-,1 ._0_] e9J16,iu_d � � n' 09, �.,..03T 1J1 S'20_0 � �p ru,ald p Re n,r.,an -: r. H', � ,rut oln..y adu�.s, Llr.: r � , : e. ., u,: ,m Robin Nmllta'F, illlit Jr... I. .I pnn'!.' Kat. .If. dtia)5,26.. ..x.l ,.a.?r.L:':;' I... t,-..,�, r?r5 ,, I. �,. ,. ..:+:- i,. I I:r".�.. � callol 'R..tfing 14171624- 44 I'f. ".=Ir. 1, MeteersoplTAiJA_OI 513)24e-I 1-i--117 y 4j6y r P'E-4A tlG7 Y41 T7=s22k r I . , y', antlr[inMn ' Calgory. f.1 S '11AI I I .. CS,WdxrCpdllparxue Wth,,dL':N.71epid fr SubCatspry Rw'na[fat era an 1,k_alrl.G e Mele Of Llcen Ste Flplda- ..oamY.11MAI f; ngneH yf= i'hM 5 a EncAr e,- Ir I: Lat1272&R8 Rodklcb FLk15076-R6 Products =rl A. ".l.v A 1.v las,,. I :.1 x:w I➢tLH i Quality Assuwanta Aonr Uss Aono I D FLa16918-R3 Products Ouar rmxe p,t .LI.��Flz r r 4>r, PLil2-�L4.�F3 _ IC1Ait�! - r J G .. '.•:. e__...... Aw Roduct Medal, NsaMror Narree Prruarcl Dos[r neon contract Emlrafbn DYe '�I '„7,! III)' rr r ro ..._ A; 1 [" r _" r, v; dl ..,�, Irn, � �_ Drs: 'r., 1-A� Ih' a N� ry ....�.._.._�S� .ar 4r m l nla I Ortx I 1� 4 tl, I F dr ar Deea 1r 9iInIJiHYMZ r Rnnl, . ... ,.. 'I l . I. I TAMK0 RnY,-Merlaynir-00,417r R<.:r rrv,y. w!s I,x .,.r :.FR. ...VF.' la•n,;Tn:r', "i.ea No NIA Wa, " FR,duaf Modal. Nunbw w. H ma a f',nd:rt ar ton �. i...r)Mx ..,,�,___grr.�..tla�.._ __ --.•—__- l.,__.. ,"+NLL '__. Usnmrdx Hv're3 Pei _..i�ral.Y g�,x,l•« I- , . : �. •-:I'I 1 ..r,. 1 I �� .rrn1iir.d w.an" ,� e ;fa r. r.. ral.nload . ^. ,., r, - f ii,:1,rl1, lir'� , TA.MCO P6N r C)IFRI t lsmntwitn game for Ton �m � :o d"ni- tat:-uat,enfll ,. ,!•fir - blr Ml ! pia 0 r ane Vae:l wol= - „;I . ? TAJAKDRoof llnderlaymMl51rV01J-HVNtY m.t„ o o;:-,!..,"_r� Ruc',rl r,rrt..lra u,e fF� '-;,I+: r„„ 'vas N7A w.a ^ AMr':7 Goosen ck'Wn1 7Ara_o C gafa.^ 1:. kar J a 1e .. .. yurlmalcau,e cm R,xJe Rom venewnn ease `� 26 ge. 4 -AM "R0,: TV Off- Ridge Veal w d, Baffle rot The 26ga.Mail,--f',aoloe[eo.,All,atIla Flonda Department of BUSlrari & Professional Regulation Flonda r]arv'artrrl of Brl,inrts:s P. Professional Repulatinn l'brida Department of Business, & Professional Regulation Building c7odr, and Standards 1009021 Building Codas and Standafds & _''L, Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLYrttai •RR rLAnara�rtl' FLM 6504-Ri a• t_•rrtlN . Ls31Y � L,., Erltt i), � 91 Daly Penang j2M2 Code Ent IN 4f L,il,2 ,Dili- Date Pantl.inu I. ' I1la! Viva! Ystala7s tna,rl Elrgllwr aLlcame vaiWseed ay .lii Y fE- Mudl,- R ,,1"nYed tul,ti L_ IYfx llu]Sv1: I MNIV a4 Vrm4 Y rid f�latii fa!,tl,tettl G' Ya rlaz .91......tx� va I<Id and �,1__�9 Sub trail f Mgroral fly— r wn o,red i' Y P BR UtaCtU ter .3�' a sign Bt V` 1 Lr C11111Lf �J+ Ir; C'llt C 'Vabdd{tU (31' 1 �ontd, Is.,.._. r' r}.311.iJtti:$f 3�1><€it. F t'1C fiD610 YJ1 ,a1411 ..... I Be,.. 2020 YITek lrlc ten. Ni, !.n _'._F. �. al, nl' r,�� tL.. I.-._Frmruat'cn Sw'dpe. ON+1✓iDx1 98F1 W2D21 �, „ O6'I<r:l),I Ay'Prrne,. Fr'+Ivor :vr�r! •v. 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Mau, u1lesta held ,., Hwnl,ur7 C.a f .!abler a� Y , tl iJ IbQt;20 loll ILV.45 lX 0<0 <020 1an 4aml,ay.1 110A,;11 u:,x .rl, ,do.l tuorotaa II' Category: Sl rd Irpnponets (253)SZ FA76 I'6081 Rs9-3288 c1 g ry.F oers D (513)7706062 PIE 1332M (513j 5*4-:55ge E,dK=xlag Y �1a[ •. awaidenlliRsllfpll I:!. i0t:i ls=, rl,':ai, SubCalallory : tg'neere,JLrambtl' Robert, Baldiiin(ilweyana !allt'L ISPgprY 110111 F• i C P,SH thll["5 IT:NR51elt101dQciorlay eDnl C. ydl.exe Meahed -Irrilio, Reporl scan it c—pllance YMl d L:.rolua cult R.P.an Pam e. ,user rant mpitl ce Method L :,.I 1 I I r:. t I Fr. 11�-' i •f ual on LnI Cr Pfod,cl E,„1 u ,_ni11Y F6e2197-Re Pogigd, full Froclucts FL7F15304-R7 products 2NUIv &DA11: nce Paul for UN Amend For Use Inal QIII A' a tra AlAg Ovell for Uaa A-ro o0lur Use I �7 If- e'y � fl4 '"9 'c, 7 M1L � u R, W4 14;^„ 4yggM RedMel Modal. Numbs �.r N�,p Pruduct DO' lot[." '',wnu aci ExdrMian Dare In RVMZ QtslrY NYHL Iggg�l ,�4'i➢1t] Prnswre San nlf„r Pr Oduc: moor l Number. 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Laminated 84.nd Wmbar 0312lP023 W 'v'es N.rA hl'v 4 MT18Ns 1n I!n strnnn' - rn ^a:Yn Irl'a'.. 1?Ili rXr, - 'Y'H 1'es NSF f=I; n, 4 1.11i t,lr! 3lrudui alCoirL,)set Lumber' or Or anted Strand 03,G CO2 14o Yr.,, IIVA BJr F. 5 MT20HS :r) : I ! „'hrl rr Itl..-, 1 ':t'r "2 'as Yes NJA huA 4 YJ'eyMrFaeu eel Hi:n LWtr�,ll cnartl flXn, tl'[usrtl ., .ran ! rr 4'.:."' I F. ,1 l 4 ':, ,�,',-'(12:° Ha Y'cr I'l' A 1JIP, Tl la. M ,e 139. Owls g'te ro rlal 1 '. �. • 'Y'Cb NIA W-1 WI) J. 7,1 *': I:' 20 go t , min ne,.tar pleb v f- t as NIA N)'A -. _ OCT 2 Y CUiC f f Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 May 27, 2022 ^W W W U O +� L 0- O CU fO U ��a f^ VJ ^^ll • _ � CU c Clio O O nl W O CX O 0 O LL CU O O > .D — O �CL CD mO � O ,CST .� VJ Q _ I . 11 IIII III 111111 1 1111111 I" I CrI"r71l-111111", p!IIP.r M 7111 I Alr l 11 19 1I IIII' 11' 1_ 1 11 "Ile I r „ I I r I I I I I I I 1 ' i_,i I,, I ---I I _ --__-- .. _ I I 1 1 - _- All "1 _ 1'l ll !l I ILI!1 �I�'elli I (D � Cu > U N O � Simpson Strong -Tie Tie 2020 FBC Approved Products p g_ pp Updated ®Sim son Strong -Tie Tie 2020 FB p g- C Approved Products na!e' ,,,=1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12 E 1' Simpson Strong -Tie 2020 FBC Approved Products date , ,;'.',_ . � S� O ` O Fix dua,i Irnks to all SST approvals ksted below. CLK'K it r c�y ::waYih iaaaMa�S .. .., �. '1 e1MoeYelwtilllW For d,ect links to all SST approvals listed below, {,:L,1C'�K H6P6, �, . ,.d a ea tvez c.N ^,rn;i pinks la ail ^u`. f ,i1,pr+:wv,a 6slyd hcicav •. ,,_, e,i„F+�'r, �� , ,,. v.* - - .:I rp;. L. .i '� , W Q L.L F t,. For additional ion Florida's1 Pr t n a a information regarding F Moe s Stalewlde Product rwa ., em a d Mraml Oade .peril reg g ApP Y= - . � , , 1 , t,,. 1r1 A .,1 x u aP A..r cr C 1 ._ 1 F .. .J..-:_t,. .. r,� . , h , ,i, r . , .eex r r F rt , a..I n, xl n , r.. a dim Honda's s d, r r 1 em r For 1 n I or a Statewi r r lulu wa S •sf and W1ian,l Dade County, P 9 Ay+t, Y Notice ofAcceptance lance NOA r j... y eP I ). ,.LIL.N, tit-. Ni N.,. ,. � .. , � � F .r •, ., „ P A . I , , aa., lrr .,no-,nrx,wl,.rr n.,pal�l, ul Flu+I,u �, h,ttn le ralu..t.a.Lry,nl.,^sen,nn.l Wlam{,urfea,nty - � .. ,. .. , Ne?II:,r. ',f A.....a,GiVui„r. ,r1�.A, ;. ,.. , „ � -. ..,.. .. .,. .. , _ .. --... , � r...,,,,..,.I. u. ,,,�rr.:er .1,-�: ,..,_:�i ,... ., ��d 1',�.�, , i, �.,.:,. ,y.1, ,-JrA, u.,�Uu,, ,.... � -_ r �_ ...,:rnly lvMoee, e. A4,_oGtanl:.co rl'lCiA ,I"',, I',,, i�,',. U) FL#23WR7 FL#1lt7446-R6 FL#10456-R5 a1ge,-; , t n rich _. 1 r,• I,, - ' '- ' . R 1 I. • I. Seg u Product Model, Number or Name Product Description JW Product Model. Number or Name Product Description Sell Product Modal. Number or Name Product Description O -Q 1 Titan Stainless Steel Concrete,8 Masonry Screw MN -SS) 1/4" drametat Tillstainless steel mawnry s+: rvw t A_ a 1 A'3 A34 A35 A44 Angles 1 (3T, 8T8, BTH Brick Tres t__O _ Ala 1 Ar'H APA; APVA21 APVA4, APVA6 Outdoor Accents Angles 2 7MS712 CMST14 CMSTCI6 Coiled Straps 0 Q q Af E44 A1-1:'4.1R AI'VU(u AL`bGuR APB88. APB88R, APB10110, AP810101R, APVB44, Outdoor Accents Past Bases C-S' 4 c S16, CS18 CS20 CS-1-1 Coiled Straps _0 O I a FL#S589-R6 A v 44R A 'Vbu6 APVbti6R APVB88, APV688R. APVB1010, APVB1010R ^A II n '- St IP; 0 Coiled Straps a_ _ L�L� 4 AP[,_J.' 4. A F 'R 4 APD )T?-6 APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Jo*ct Ties S C "S.".1 .. r. r.rnpiassou/Te eval rh.a;: .., O - O > Devi L'14duct Model. Number or Neme r'roduct Description AP 214-6 6 USP - I ;. ;auJ to r In•r r _�_ T! V� O 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46,A•^--4t3R A-�, ,?1] APHH61UR Outdoor Accents Heavy Hanger 7 1-4.1. -1CA , -A t-.J •-t WZ I-116 H162: uncaneTles L (D L 2 SD9112. S09212 SDI0112. SD10212 till ,ng Drr'Je SD Cnnne%1or Screw 6 APL4. APL6 APT4 Alai t) PF'VI :I Al'VLC Af V 14 A.f "v 16 Outdoor Accents Land T Beam -to -Column flies 8 HGT-L, HG 13 HGI.4 lit a , ::rl,rr ♦� v/ v/ 0 }• 0- SD0112SS SI1n_12SS Strong DmeSDConnoc4or S5 £;ri!+w 7 A n , n ,G AJ1I H_1C)R PLH24,APLH'-4R,APLH_6 A L.H.^6R,ArtFC Outdoor Accents Light Hangers g HS24 Huii -''' a ` _ - ' SOCk ,12434, SOCF22512 SDCF 2261:1 DC F_ 2700, SDCF22858, SDCF221014, Stron Driver SOCP Timber•GF Screw g. � LZ I ;,,,_k'deneer Lod,yer Connector 1'0 HSS2-SOS1 5, HS52-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 •..a,e Heavy Stud Shoe '. �. Id I,,, ,,orI (o.{ SDCF221134, SDCF221334, SOCF271958, 5Dt:F? 72358 4 -tic l 7 CBT42 an e,11ee'i Flow, l:r., 11 HST2 HST3. HST5, HST6 Straight Straps 5 SDCP22434,SDCP22512,SDCP22614,tuDC,p21.Lli? SDCP22638 SDCP2'g12, Strong -Drive SDCP' Timber-iCPScrew •n ,...IT?:' r_IT47 r 111,Y -_Il,r2 C„,aneealed.➢oiMTies :, L,'t-:1,; I-ITr','n HTw?,I rll.;"b l HTS30C Heavy Twist Strap I L.:...' -,3 F„ -, .... SDCP221100 SOCP221134, SDCP271400 11 DJT14 Deck Joist Tie _ Heavy Twist Strap y p 1 14 F;r. u ' _ -.-. _c r-r,:Pr^, � � .; ,I „_. Iiuners , ., i:eBLIA •. .91hs ra r, li 7rcrn I 11 SL)HR27400. SDHR27614, SDHR31400, SDHR31614 'tiro ng UrrvF ti[)IfR ,^.ammo -Head Screw 12 DS Fll Nail `itnr1 14 LrTA t igha Floor Tie Anchor _ 7 SDS25112. SDS25134 n1):;:`5:'00 ;C s?5.^12 SDS25300, SDS25312, SDS25412, S'trong•Drive SDS Heavy -Duty C0111 e r„ 13 FC4 f ! i, Framing Clips 15 t STA9 L STA12. 1 STA15, I STA19 I slA:-' I o f A..1 `; I r."(i > I •1 SDS25500 SDS25600 L 1A00 4 FAWAZ Foundation Wail Angles /8 LSTI49 LSTI73 ctran,t titiapo, and 1 d,l- act 8 SDS25112SS, SDS2520OSS S0525212SS, SDS26300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw •',A 1 GA2 Gusset Angles I_TB20, LTB40 Bridgr, � n =ce- o+ nt h n:c r u s. h- trio 'ro t 9 SDWF2716 SDWF2720 SDWF-1724 1;DWF2726 SDWF2730 Strong-DrtveSDWF Floor -to -Floor Screw H''A H2-5T H8 H10A2 H105 H14 H;)Ai6 H,,n:JneT,es .1 S1^ I-TS16 LTS18 LTS20 Light I wst Strap hr., -twing r„t ,n11 .. I'- - HCJTZ H-a" :_ cn,.30e , !; r.I -le r✓l'-, Medium Girder Tiedown +6 HH4 HH6 Ileader-;anq^r`; 20 Ivl_.ihot' :. ,: :14:. 1,11 .1Y-1f7: Straight Straps FLS10007-R8 9 KSS1Z Knee -Prate 'abd>. r 21 MSTAa \1 iTa 1.' N`,1 A I'-: lino r.18 r,1 TA21 MSTA24, MSTA30 MSTA36, MSTA49 Straight Straps nn,-_ •. 20 L30 L50 L70,L90 Angles __ MSTCZJ Po'3TCa� ',151,-F:2 's1';Tt-t--,f. ta:>TC7A Straight Straps Sou it Product Model- Number or Name Product Description 21 LCE4 Posrz Cap 23 MSTC48B3, MSrC66B3 •-F3enr slrap,s LLIrr hr:,dlic t rsln;fc:1, Number or t•d•, ,e Produr-t Description 1 ATR3/8, ATFl ATR515, ATR3/4 Threaded Rods 22 LS30 LS �, c,,70 e-SK) Skewable Angles 24 MSTI26. MSTI36, MSTI48, MST160, MSTI72 ,tr:nrard .,n;,lts T, . r 1,,- 1 c:r 11 ,c;lc,s Id ,,• , f•o7r, Pl ir;r 2 ATUD5 AT'J06 2 AT_ Df+, AlliU9 AT1UD93, ATUD14. ATUD14-2 Aluminum Take -Up Device . J 5CZ Adjustable Starr Stringer Co!a ctoi 25 MTS12, MTS16, MTS18, MTS20, MTS?_4C. MTS3,; MTS GC: " t1 dl,un T 'I'd Fa1,,1, „. ,iy1 rr;t" � tc 3,1'� 3 BP3/a 2, 13P11.2 0P1,:1 ;. 8P518 2 BFrr,i83, BP314 BP3/4-3 BPRTUD3-4 , Beating Plates g L4 Ls_ : ':P,B 1 I ``S.I:'8RZ LSSJ21l)LZ -S`-? CIF' 7 �26LZ, LSS,126R'Z, LSS , {. t Slop C� Field Adjustable Jack Hanger v6 26 - 2 _ . ¢ r.• 2,; ^.. 6 NCA2x10 12, NCA2x12 1., NC,A2x�8 16, NCA2x10 1t N,.,A_:u L, 1. ;e r�,. .. t,,n,lgu,g -.. _ .. :. , , ., _ _ ,.._. r.,.. io ; l.e, „ ,, ,, ,:� 1 dc,i- i i „u.h:1s r,, •.,.r,,� f o ,, ilia ,� . 4 tddVW,,YFa, ru'r•rWV2, CFvW51ei GIAN3/4, I:JTVV',1.i 17, CNIWV4-516 Coupler Nuts .., L'3SR1.81, LSSR2.1, LSSR23"7, LSSR256 L:,SR'IC-.: L.,tP410 Field Adjustable SlopeablelSkewiable Hanger RCVVFlI,' RCVVB14 Wall Bracing 11-1 olio..1 1i4,tG ;I r-055 CTUD65 CTUDt36, CTIl CTUD76 C7'-I17777 CTIJ.Di 1, 1 JD,}6 ',rO97 Coupling Take -Up Device 26 LTP4, LTP5 „ F'Intes 26 Hr'. Ic; RPS'_ •11, •:11' Repair Plate Strap b-'� h _i �. ;rr•' 1„ L,r r' :II ^4 it s r: c.nq from l 1 Z ',n - CT,.pD9B, GTUD99 Mo.23Z, ML24Z, ML26Z, ML28Z„ ML21<+Z ,'„.y:r 29 RSP4 Stud to Plate Connector 7-1 4't, ;A' 6 N3, N4, N5, N6 Fleavy Hex Nuts 28 MMH8 Rc, I lie Ucvr, 30 SPt, 6P2, SP4, SP6, SP,i Shod Plate Tip 1e ri nJis,a'grg ho•n ;ia' r, _ 7 RTUO3, RTUD3B, RTUD4 RTJD48, RTUD5 RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Devw:e 29 MMHC Hinged R,cof Gorwne ,:, 31 SPH4, SPH8, SPH8 Heal, Y zoi,;d fiat+• "1r- c •1 8 TUD9, TUD10 Take -Up Device 30 MrJLU26 MMLU26-2, MMLU28. MMLU28.2, MMLU210, MMLU1211, MMLU139L MMLU1311 Face-Mcunl Haoje,� 3:7 S51 5 SS2 5, SS3, SS4 5 Stud 'Shoe 9 TlPN38 Take -Up Washer ' I R::; RBCP Root Boundary C:ys , S79 ,v',T12, ST18, ST22 ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps " 10 I JRS°, 't1q''.Jphfl Rod Run Tiedown System RS T '; Roof Tie -Down "-I T h20 1 B2,, TB30, TB36 TB42, TB48. T854. T856, T1360 Tension Bridging 11 ' IRS4 112" Uplift Rod Run -1 edown Sv,tem 33 RTG22Z, R7CA. RI(; i IYTC 44 Rigid Tie Connectors I Al 1' 1'�^iB1? 7 WB14 Wall Bracing 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips J6 r r, ,, I: v I Variable Pilch Girder Tiedown ;L« r 2, ,n•.; are - 13 JRS6 3/4" Uplift Rod Run Tiedown System 95 TX '7. T,1057 I ra,b �,a%. F, ;;u;r> 37 W113106, W13106C, W8126, WB126C, VVBta ;, Wall Bracing 3ti Z2. Z4, Z44 Panel Stiffener Clips ,. .,L ,.. ,,, -, .. - , : , .,oand heights. u FL910441-R6 rL,$Fl 0331-Ro rr . cup rlanye'carlgers 11 1-d'r,l ,a, ry I u+r, :i/ It i" , FL#10447-R5 SW Product Model. Number or Name Product Description ySgg Product Model. Number or Nail Product Description UTT2 ,old -down Seq u Product Model, Number or Name Product Description 1 OBH2 37x5.5, C13112 37x7,63, CBH2 37 x9 75 Con,sealed hangals 2 HDC101Q HDC10JZ2 TOId-dcvwl 1 AHE= Adjustable Hip End C',rr,e,:for 2 DU DHU, DHUTF series hangers Far-:t'-rnouri ICit) DHU', and tap -flange (DHUTFj hangers ,I T ,r'nn :' FL,nge-rs l op flange ro e,;JI, a,.,i 1 11 14 .,- 3 4 HDOA. HHDQ11, HHOO14 HDU2, HDU4, HDU5, HDUS HDUll, HDU14 Hold-down Huld-rdow, , 2 3 DSC2R-SDS3, DSC2L-SDS3, OSCSFi-SDS3 D J i_ SD,_," OB+- Drag Strut Connectors :„ it 1 :race C-. „r. t;;l available in moths ranging from 1-9116" to S-9)16" and herd : ranging from 9-118"to 23-15/16" 1 ,;,,,. -r,, :,,.1, ,. :•... �. d' an:l helcli is .,,,a.nq fro? ' 1!r' tic 3T"' _, ... ,,, .I. 5 HPA28, HPA35 Strap style purl,n anchor 4 HCP1 Lc' HCD2 F•CP4 Hip, torn,, "'i:+le 3 HGU3 63-SDS, HGU5 25-SDS, HGU5 50-SDS 1,' 00 H ,L17 25 Face mount hangers 6 LSTHD8 LSTHD8R,1 Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42 2 Ht-IRC411 81 HHRC44, HHF(C5 2613.25, HHRC5 3713 12. Heavy Hip to R Joe ::.;nn.:±..,:., SDS HGU9 00-SDS e+s Top °Ir•,ge harge!_ ova; 5 r ^rdtr,, 1a ,g eg f:o•n 2 '16' to - 7 1 MAr;AP Foundation anchor strap HHRr1RR i I::' S •.,,e,M, haogon Face g g y mount I.ane c av adablo ,n ewdthc. r, him 1 f,/t' ,r -, • _ ,. ,,..1 fin '. h" e� :n 8 MP.AI32. MPA144 ;;trap-•.ryle pwfin anchor ., i^iC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5118" to 12-7/8". - ... . _ ;'oi,ic ,n tv-.tins a^� r�q ,? ': I PA18, PA23. PA28, PA3` PA51 PA+3F� Strap styli, p„ In:,ncnor ' LkL�.^. LRIJ28, LRU210, LRU212 Ft.iL••�, H.n:�r1 5 HHGU525-SDS HHGU55U-SbL 7; HH_ U.- .._ �;L:` HHC, I1 GU SDS HHCU7 25 SUS Face -mount hangers--- 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26..__ L rf+ L BSI ._'0 Light Slopea6cr.;ke,,:.,b;• I •,.rcic.r F1r-+r,U9 00-SDS 1 ` -,T-- f IJ'. T= sc , T '1e. 7t 11 STHD10. STHD10RJ Snap - style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 Hr,.>.:+. .' F+„ -. w.. ,' ; ItlWi- 117^, HHUS46. HHUS48, HHUS410, HHUS550/10, Face -mount hangers '12' and height-a•,r. 12 STHD14 STHD14hJ Strap-sr/le Void ao,vn 10 T;,24. TC26, TC28 Truss Clip HHUS7 25110 •e-:c-n ;H';CT F? �, a,taL', Ps4 al moe�eis re, try ,vidti: ,coda, ;o or 11 THA29, THA213, THA218, THA218< THA;'J; .', THA413. 7HAA1,i THAT 41 n I.:..t:' ` AUA+stable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC serres hanger-. Skewed face -mount hangers avadabie in widths ranging fro Jr, THAC422, THA426„ THA422-2, THA426-2 1(K to r, 1u'8" ,aril hilhla rar,g,ng irons 4-3/4" to 15-3/4" - :'t.: 1„+;:e ir • d hs ra"g,rrg from 1 916' THA r gv22_ THA1206122 THAl2,1(22, THA1222T THAi322, THAI3522,'TH:A1422 A,1 +rt.,l'le' I iu s: Hoiger Sued for I -Joists ( orrce.,led 11,rny;, nn IJ^'::,4t . IISIA C.} avallable for . •, 1 rc :, „ TI IA 4:.- T]-IAR4 ":' -',:. L, nur,1 double 7.X, and 4'X models, drily stole fang, 's COMealed 14 THJA28, LTN:IA2R LTHMA, P,J,fl ,a f ru•.n..., 8 H'TU2r3. r+"UJtt. H"L,J•',a r, l 1. -, .7, r01 J;'& 2. HTU210-2 Face -mount bangers 15 THJM2-4-SDS3. THJM25UUrls. 1 I iil,:) I HJU26-vV Multiple I' hiss „'yrr,,te' r 9 HU., HUG series hangers Face -mount hangers available in widths ranging from 1.911, cp 4lenae ha:°_Je 5 , .'.1:.; _ , 16 TSBR224 Truss Space•+-Recti., lit 1C"' and heights ranging from 2-718" to 19-1/4". Concealed ;l i' aril height: r�-,gii,l 1,, VP42 VPA25, VPA3, VPA35 VPA4 Variable Pitch Connectors +o• il' •nc,lels havrnn width equal t . _ - '. ;� -:- ,.ors 7oyt f1a,ge lion per, ma For c n :n!ritn of 1 V"CR Valley Truss Clip greate, tlta'.2-:+1'.c' nn.nq rur1 -.-Jr? to lis, :L', Hl_l! Q1 81111 SDS, HUCO210.2-SDS, HUCQ210-3-SDS, HUCQ310• Face -mount nangers T,, 'I,: 1 ,.,cqe. ,. a h: r r'•,+^ .,1 1 ",c' soon ha,7+r'c o..'. 1-I1j,111 I 11L'(.Q41^_ SDS, HUCQ5 25/9-SDS. HUCQ5 25111-SDS, HUCQ610- c,n,...n_l r m a• 2:'- is ' 3 i:N' __ c. -i-)G1.'. OCT 2 8 Z022 R irtual Review- Plans Review Assist, for co 1 tomby Debra nrWith the 2020 fig rove Anne Ill pX 23 h Edliiar: Simpson Strong -Tie 2020 FBC Approved Products "'e'` Fox direct gow5 tc al, SST approvals listed below 1, Updated 1Y0/2020 Simpson Strong Tie 2020 FBC Approved Products 1 **"`c�4F'4W7, car drecl Iwka to ail SS nor : r,', I, sled below _!CKHERE. updated Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals listed beta, Iu,stn Strong -Tie 1 le 2=_0.,2_.0M FBCApproved Products - •sltae".yor'a...aryg,aetaGl •ad3sillil mall Ja,W,., i, .;rasuu ilaiPow •Fo adMionel mformehonr ,roil Flondes Siarewnte Fr Wud rovelS tem antl Ahem -Dade Coun Notke oT Acc lance MOA1 a9 fl APP n ry ep . -....- ;.: J.. .or addition a+Inlormehon rernrrl:,qFlorida'sStatewide Product Approval and M,anv L. a:,e-writ tlan.r ,I ..:.e,a,,,,.. ,14 :,.� F 14 ADP Ys ., l . _ .,. For additional information regarding Florrde s.,late nrir r, ,eU,,.r. Pao. of .-,� trm and idiom, -Dade .aunt NdicedAaae lance NOAL+ reg 9 f /% I D t r-.�� _- .. .. .. � i.,r..Ja.1 i..F ....... -Fr. ,r�. � rt n.. ir.u,, La. _ 1 21 LB series hangers Top flange hangers available invadth of 1 ""W .and heights FL#11468- 5 -t+ �rLU,'1 +. S11 FV1 Qil SILBV206_SILBV237, SILBV2.56, SILb,/ 13i.1, pill: l F:t tg,-kv, fian for ^,„ crL ranging from 5-3f8" to 15-118". SILb :' . : d'_f d;LBV4 06 SILBV4 12, SILBV4.28, SILBV4'75. SILBV5.50 G ;5'I i t t Anse nr ,1 ccnc1erte a' atW le 'r, carbon .._ 'LBAZ series hangers Top flange hangers available In width of 1-9116" ,and hekJms Sea # Product Model. Number or Name Product Description 19 ,,. S/LT 720, �:vf.i[1 : r 4 1-11 14 HIT 5 Holdowns t ranging franc A-306" to 1'3-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, S/MST72 Straps 118 mil IT ga) ill TH ! HP,'':; I'"I W-H4a,>: I-[ „ ., i :: 1 - 1, . -,, :.:�; 1 r;;1, :' - ,.... : , . .. :' , 23 LEG3, LEGS, LEG7 series hangers Top flange hanger, avadable in widths ranging from 3-1/4" to 6- 2 t 1RS6 HRS8„ HRS12 Strap Ties 21 SP4, SP8 Stud Plate Tres a':'a,rah e'AMr, I,- " r' , 7/8" and heights ranging from fi" io 33 11Z' 3 H,,:G�210-2-SDS, HUCO210-3-30S, HUC0310-SDS Jost Hanyer _. -, `•P ')SP, TSP Stud Plate Two stars -toss steel, or -ill o„ors, . ,, In- 24 MEG5 MEG7 series hangers Top flange hangers Available in ^mciths ranging from 5-1/4" to 6- 4 TH F7 THGB3 TH(-,BH2 THGBH3, THGBH4 ,.o , ae, 7er S',:. r )T - toss Cti p r, ,e 31 stamless steel 718 and heights ranging from P" to ;: '1?' S TH ,02SLi:L. ' H3U"s-:1 i'_;4 '. T HGOH2-SDS3, THGOH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 1EU7.' nn•s Bl,ace Ueagonal ' ' 1,rr•.11e9 4;.J Go pier for Lc octet, 26 h417 -,coca hongero Top flange hangers available in itha ro nge�g from 1 9/16" to 6- 6 THCW3-3, TI iCC,1V3 4, 1 4 '.- TI I' AVA 4 Jo lot Hanger 26 TJG'S7 'curio Jacb �r ne:ail '.. , - 1 iL t ..,: c .,'1 1 - �,. ,:,�.- _ 'or 1/8" and heights ranging from 9-1/4- to 24' DGUc 4 . + TH 26 PF, PFB, PFDB, PFDSB series hangers I or, flange hangers available in width of 1-9/16" and heights Oire,: J, Al rr, ranging horn 3 'J/F+' to 7- 118" FL#11473 R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge ratter connector Top flange hanger, a, adaole ,n widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL al. riLl1,' 118" and heights ranging n( Q 1l4- to 32"' ^g 4 J-- 1 DcT AL:'(t d-i, 1 Doubt, Ern6e �.+„r:hot 1 - ::.1-__;;DL'NCN; CCOM4.82-SDSHDG, CCOM550SUSHOG i CTL1A3 62 Pier Caps F , Ito F1,I RHL. FGTRHR H1t; 1 •+)1..,, H16-:. H1U-2S G,mr" ftn•,nryr r,n-tle,;, Hun, :,enr r11 C" JPA I :'-SDSG. CCTOM5 50-SDSG, CCCQM362-SDSG ,:CC ha.t 1, ;Us,r,, _ f i4,f-SL:bG ,_ , ,,,_, rs1 _,, Nurnbcror Nemo i Product Deticnotion A'.XP +-non ',t,nny'hi •,. Flt , F1.910WO-R5 4 HFTA1' OFTA16 HFTA-10 HF7A24 HFTA4n r-„horlrin,l I ,-Air,lrnr J r-ii-'I r.1 671-,,-KT FC:f'.l OM46?G-.KT FCC]OM'R :rrvrIG.KT Ff t..,l Ir1%If : :-'ll Ikr P,A?,..nnry Prpr(.A;c F. 11PCn r. yA,.,+,. 5 HETAL12 HETALI6 HFTAL 210 Fn,bedd,, l Te,r,•. +fn<I,o, ECC LLr,?, i4 f:.:r, Ki F-:C;CLLQMDS 50G-KT, E'CCLRQM0362G-Kl EC L,L R(9MD4 Ste_ F XP H gh-Strer tit F _r:air11 q 1 Product Model. Number or Name A.RA44, ARA44R A8A46. ABA46R A.BA66 ABAWR Product Description Adlustable Post Base 6 7 c HGAM10 r.tt � HHETAI6 rI11C M28. Mil iA24 '111FTA4D !: a r r ,vho1 t or,nectors Iie.vy I jilted rc.l Truss Anchor 3 KT Fu kQl,F i0C,KT HGWA5: •, el", Ir,4'•'.:it F11.41 IM7 DO HGI-➢M7.25. HGUM9.00 Hca, r O;,.n^ry II„n,Je:•,•. „ 1 I -. StPot 1 bet' r An '-:, , T,Mn ScrewAre..h., :.r n : ACIIJ44 ANJ44R ABU46. ABU46R ABU51, ABU5-6 ABU65, ABU66, ABLI66R, ABU88, AdJusLible• Pest Base ,9 LGT2 LGi's .7'i."- I.', r4 t+La'; rt 1 ,r , c .non, 4 LGUM26 2, L, r,1,'I--r 'I L :, 1 11v128.2, LGUM283, LGUM28-4, LGUM210-2, Ms.cm aowi, He-,r ,.I"' _. : -: 5 -H f. •. - „ - . , ABU86R ASU1010 ABU101OR, ABU1212. ABU1212R - L' A2 l.aL. I 1 Al ' ha LGUM210 3, LC-,rs1.' IU 4 i, - 1148 LGUM410 •MF Qr o t If ,--I-. i, i, o -, AB'uV44Z AEW44R7 AH ^vdti7. A13V'J46RZ. ABW66Z, ABW66RZ, ABW7.7 Adlustable Post Base 10 META1;• MET/i MFTA18, META20, META24, META40 F 1, a ;,.1 1 ,c _,.. dior 5 MBHA312/9 25. rABHA3 12,1 1 :11, A _,'.25. 8HA3 5il 25, M8HA3 5&11 25, M Masonry Top F4nnge Beam Hacaeis •'• ""'° a. ' 4 A<;4 Al:4R ACF•1 Ar"_g ,h.6R ACf h Pnst Car, 11 MSTAM; � "l..1 '.R1i+:: MSTCM40, MSTCM60 h .,1: 1 -r oar 1/.r:c •. r MBHA,3.56111 SA MF'HA :. a ' 1.1 P,'lil-I br,,116, MBHA3.56Y8, MBHA5.5017.25, 5 BC4,SC46,BC4R.BC6,BC6R BC8 bCS_214 BCS2-3/6 Po%t-Ar 12 MTSM16 MT r,i..I,IIFi�1.116 HTSM20 T::,u.=ta•I,,, '1..,.:n,; MBHA5501"�'.. 11H'•%+'e'.''11.'....'•?.`-.50'1188.MSHA550114,MBHA550116 }e 6 C644, CB46, CB48, CB66, CB68 Embedded ,: dunnn Cate MBHA5 501',, 7 CBS044-SDS2. CBSQ46•SDS2, CBSQ66-SDS2 C8 ]Ai SDI-,-,, CBS088-SDS2 Embedded Column Base 6 MBHU3 5619 25, MBHU3 56111 25 Pvt I III 7+i" 1 : n r PH in 56114 MBHU3 56116 Masonry Beam Hangers ^�^J'' 8 CC. ECC ECCU Series Bolted column capswlh Vi langmg'icm3-1/4"to9-1/7'and FL#11496-R5 MBHU3.56118.MBHUS506' 15 Mfil! II .'', ^,1F,Hi 1,':Ul1188 MBHU5.50114, W W2 ranging from 3-516" to t- r:_ 1`013HU5 50116, MBHU5501185 r'' _i . l W r of J- me Product Desr,Fiphun 9 CCQ-SDS2 S. ECCQ SDS2 5 Series Screened column capswtlh W1 rinds g t•orrl 3-114" to 9.112" arid ki ranging from 3-518" to 7-1/7' Sea # 1 Product Model, Number or Name DTT1Z Product Description J ". 11 n 'ie J 'r) ,-'' - '', a ,1 -'.I .'',i 4'< ,I', r,.1 n =>r"' I / /1 10 C-PT44Z.CPT66Z CPT8bZ Con, oiled Post TreBase 2 HD12, HD19 Bolted Ho:do.n•r; FL#13975-R6 "l'I I -:I -, ::c._r,i :.1. ,.._ i _ .. I -.v, 1-', r rl 'r-r: c ,I ;,,,:':.d ;ei; L nlu,r,r i,.l•I-,.,- _ 1" EPE44A„ Er)Ba4 EPB46, EPS66 Embedded Post loose HC, B, HD5B, HD713, HD9B Bolted HoMlovmis ',' r ,,... i.;•.: 12 EPS4Z Embedded Post i 'rTr+FiTTS 9141 - tTensi # Model, umber or Ndrna . -" Product Description - ',. �� .., ., ls,>-"+- �. 13 14 LCB44, LCB86 LPC4Z LPC6Z Embedded CoumnsBase Light Post Cap 5 _ L T1] Light on Ties 1 •.. ,., 22 n .1 � 2`_. SDV12�300 C1W N �a58, SDW�2500, SDW 6DD SDW �b,,8 ' SDW22634 S , n, ! ) v T Vr F L and RUSS•PLY Screws -•,t r.. •r. O 1 ',5 ni MP844Z MPEti6Z MPB88Z r'644 PF144R P84,, PB66, PB66R M. 1lent Post Base En tedJr-i t%nst Base FL#13628-R5 _ SD'VVC15450. SDWC75600 J_1W'H1'?300DB. SDWH19400DB, SDWHifiUilOT- `'+H I +. :_DB SDV'JH191000DB Strong -Drive SUVW, IR.,,5 Suer: Strong-DfiveSDWH TIMBER HEX S,�� ", ' �•.F 1 '-: `•+ : : , ._ „--i,c., _g i,r- •c> �. 17 'BS44A, PS546 PBS66 Fr hedded cost Base n : ,_r:VH'740OG SDWH27600G. SDWH278WG -1 V H. -10r, J,:', tiUV.rH2T120(JG Strong-Drue SDWH TIMBER -HEX H2:.. _,ere••. "1 /'� 18 19 PBV6, PBV10 PC44-16, PC46-16, PC48-16 PC64-16, PC66-16. EPC44-16 FP( 46 16 EPC4:? 16 Round Post Hasp Post Cap Seg # t Product Model. Number or Name t;F -,ex24 SB7/8x24, SBlx30 Product Description SB Anchor Bolts , 6 1.' S iv\516300 SDWS16312, SDWS16400 SDWa t., is r 'v t`e i r)^ 124M SDWS22500,SDWS225 C SG! S 'esiici Strong -Drive SOWS FRAMING Screw ;tr:In9.Drrre SDWS TIMBER Screw (interior Grade) Q EPC64-16, EPC66-16 aSTE iu SSTB20, S5TB24, SSTB28, SSTB34 SSTB.36, 5STUloL SSTBAnchor Bolls SOWS2,280c SDWS221100, SDWS221200. SGvv52; t5n:' rLusts, Lr•_ 20 PC4Z, PO4RZ, PCBZ P,.nR_ PC67 PCSRZ, EPC4Z, EPC4RZ, EPChZ I=PC[sF>[ F F":,.r EPCBRZ Post Cap 7 SOWS.^i','Uf :' :'. ,:`i +, ::DW'S'2250006, SDWS22800DB, SOWS; 8(i0C7F. SDWS2210GODFo `,trr:r J T 11ove SCiWS TIMBER Screw (Exterior Grade) Se t r" ._1_ ':_,I, f _i_ inn, 1,. •-r'_ Product Description _ U 21 PP544.4Z, PPB44-OZ P-t,.i.ca- `,DWS22312DBB, SDWS2251,'DRb Outdoor Ac vnh• Glru:to ,+ d,,.t: ,, ra:•v< 1 1. f51, , , . . ,' ,,r1 C,I'I '_-,, 22 RPBZ Retrofit Foot East FL#13672-R4 :PIVS2730OSS, SDWS27400SS, SUVVS_ `d)t_' ",-' 1°HUBS SDWS2780OSS, Strong -Drive SOWS TIMBER 55 Sru•,v _)rV�271000SS, SDWS27120OSS ''. P I I I.'.' -„l,,r ,'1 ,1 ,.. 1 1 '' 7t 1ri ,iJ 41 :-14 I , :,. 1 1 ,..' : ,.• ' r Ui � O Sl;A # Product Model Number or Name Product Oecrtotion �, ,;,n, .,' ,1u1 ,) riv Strong -De S'DWV SOLE-TO-RiM Svre•m 1 :.� o I ii1 FL#10666-R5 1 .MST12 C?v 4 CMF Ii 13, to14, CS16, CS18 CS20, CS22 11 STN« ,tricot A,renis Heir-Fkead Washer 4 1 .: li I :, r .etc-r L : u F+RS6, HRStl •,R_,1. Flir+u FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI?6, r ,rq 1 1 _ It.:, ,-,;, .I ,>C:! ,1;>s,,,4 "5 1,1:1,_,6 25, .,.n:ti:S,.n!r ^.o a,e•^Y•<_ Sea If 1 Product Modah Number or Name FJA FSA ProduM Descuotion Foundation Anchor WTMA, l ion McT:7. nnsT717 c1MCT37, S1M.cTea H'S18, HTS20, HTS24, HT G H T o U HTS30C Heavy Two ,t Strap, FL#15363-1i , - :. 1 ' 'I L _': R, r F: '"t'u1 C tr Lr 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73 M; T A9 YSTAI. hP,'A15 NISTAI8 MSTA21, MSTA24 Straps 43 mil 'Vi c,.i: 3 GH46-6, GH46-8, GH4a-6. (;H16 8. , ,H 110 6 �,4410 8, 01466-13, G1466-8, GR68.6, CH68 8, GH610 6 GH610.8 : edit Hanger 5 6 LSTAo I- -TAl2 LSTA15, LSTA18, LSTA21, LSTA24 ST )W Q. i'I ; ,- ST A 15 ST2215 LSUBH3 14! 5 MSUBH3 25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model. Number or Name AS 18. AS 18S5, AS 18S6 Product Description 18 ga truss F'IX -:. - `'�ti �' -` • - 1- - - H e-'d 1 - -0 //'�{''�� `V 4 5 , ;_BSA. GLB56. G:B5C, GLBSD, GL87A, GL67B. c,LB/C. GL87D GLBT512, GBLT612, GLBT516, GBLT616, GLBT520. GBLT620 Giulant bear.ny 01,ire Glulam Bearng Plate 7 8 LTP5 LTS12, LTS16, LTS18, L T S2U 1,ote+al lie P+ate L1nnr ....ilia„s _ AS 20HS nti-?U 20 ga High Strergll, T n,•:r. PWO 20 ga Truss Plate r '= _ 10 25 I 1 - L'; _. „ee: Jn st R -.:. cs r S r' - =t, r - ... O 6 HGLBA, HGLBB, HGLBC HGLBD Heavy Glulan;' ea!mg Prate 9 e„ MSTA30, MSTA36, ST6215, SF6;`-14 CT ST 18. ST22 MSTC28, MSTC40, MSTC52 Bra{ ,:4 ,r , IC 1;,1 A A5HP Hinge Plate Connector d ; ! I,, ,., ' h :!crier 'nl Una up'!"n:1 7 HGT-2, HGT-3, HGT-4 Heavy Girdei Tiedown 10 MSTC66, MSTC78, ST6236 Strap,, f"R mil IT J.- UJ 8 UFP10-SDS3 Universal Foundatoo Plate 11 MTS12. MTS16, MTS18. MTS'.'0 r,1T ; 41 JAI :;J4L' NITS30C Nted um, T�,v,st ,, .. , i ,. .'F 1+, ,-. I � ,. : � � .!. ,. � rr 1.1 e... >w "�a+ono-:-rr.+., x Mta-, Sr+f-fin'dlnJ 4 URFP Universal Retrold Foundation P ato SET,, 56 B4 88, SlB4 p5, $/85.50 J B Jli S B, rib "f83 12, SB3,56, S/83.82, SJB4.l�, Top Flange Jos. Hangr.rs FL#15730-R4 k 1 IIn1 L':'e 1 r .,1 • F:: a Z 'e3 bir-A2t_14, SQA212110,SIBA2A2112,S/BA2.1204,SIBA41 r tiIE:1Aa1k,n0 Top Flange Joist Hangers Seg# Product Model, Number or Name Product Description SJBA4.18T12, SiBA4.dd114 1 F.'u _Hoc Adhesive Anchor for concrete Z 14 S1H1A Hurricane Tie 2 GAC GOP i;Dr'P,1 5C 1:OFM -5, GDPM•100, GDPS, GW-50, GVV-75 .W 1003 TH 'gas -actuated fasteners and assemblies Q 15 S1HD8S, SIHD8B, S1HD1U5, S,+l lT:I OR �VHD15S, SIHD158 Holdowns 3 PDPA, POPA-K PDPA %k F FIPA I PDPAT-K PINW, PINWP, PINWP W, PDPAWL PECLDPA, PTRHA3, Powrier artilated fasteners threaded studs, and assemblit', J 16 SlHDU4 Sit 4DI IC 5'HD119 S/HDU11 1ioldown'. PDPAWL-MG, PSVL3, PSVL1 F: PC:I I IPA PTRHA4 �;/.'CT S/HJCT Joist Hangers 4 SET-313 Adhesive Anchor for cone ivIV SHEET NO. PA 1,2 I (D (D CB (D 1M11AM1,DA N 1 I.M% II - D A D E C OM M. "ME-11 FRODUIC T C ONTROL SECTION PGT Industries. Inc. r- (D 0 - %. IL pk_71 jlldlrtrie�. Ink = (D Q- 0 I IS05 SW 26 SueqL FLOCIM _V1 Z DE PA NOT P. L OF At'(- EPTAX('E: E VIDENCIE SUBMIT TED 1'1(.'E OF k I 11TAMj I- I PL_N( F �,T F� 1f I I CL 0 R I NEENT OF REGUL A T ORY.�DECt?� MC RESOTR FS (REr% Mix=FlonMBOARDANDCODE AD X1.12NISTRATNDI'llON T(7M",V-'fXt F�'815)315-2599X()T1(EOTAC('EPT.-0( L.Q71DEN"('FSt'B_N11TTED _#-_ (1) Q)NOTICE OF A( C'EPTA(L (OA,i 1. ENidence,,ijbinirred under pteviow NC)A kSSUR_AN( I U U U) -L-Z3 A D K X 111N G *5 B TLI�! Is (continued) H- collofiis M U).,.Id (D -C3 -C3 PGT1n(hvtrirs.1nc. I 0'il T echnolov D&r. JI Manufactures die drawinz salil sections. Test report on 11 All- Infiltration Test_ per FBC 74A S 2 0-2-94 _Q K- 0 -2 -- Q) -North A*enice. Y1 ? 4' . (Subinitted underY0.4Yo. 0-1) . 71 mform Static Air Prestu-e Test. per FBC. TA,� _"�)2-94 i- AlATFRI.\I ( LKILFICAT101- 0 EL = 0 - SCOPE: Dra-,,r ilio No MD-5570.0. titled Slidaq Cr abs Door NOA Sheet: 3) Water Resistance Test, per FBC_ TAS _'02 -P4. Z,-_Cx AccepTin- "-.t 15-0-528,14 1 ut�J; ed -^--I - . . . %. n Lailit 0 LL_ M M ThisNOAisbeine ro�uedundef the ipphcabletule-. audregulatims goveruing the use of coastniction materials. Me I through 21 of 2 1. prepared b%, nutnut aicturer. dated 10 051 %vith revision A �1,itted 4) I-3ree N impact Test per FBC. It -1 -94 A S 10 Wkite Rj-id Pl'(. L % T s� rior E -. n iit , i If �. fol Windo IN -I Ij d D oos i � dart.": .', , ;i 5 0 0 �> U) _C3 - - documentation subti-atted has bftyNIfity u reviewed accepted bami-Dade CouinyRER -Product Control Section to 04-05,17. signed and sealed by A. L,,vmn MWer. P E i) Cv�lic 'Xuid Pressure Load me M FBC. TAS 203-04 �Cr'c ' "" ' CXPIMIL7 l� f. E 0 (D be used in.\ Inuil Dade Coturt ' --, %whele allowed by 4 andotberuea 'be Auttic-mv Ha%-inz JuriJiction (AHI) 6 1 Foi -my Test, per FBC TAS 20-1-94 I; J No, 16021,�,08 ISSUCd ii i Extrus.-con'Lun-0-: --%--,f thm -N U) 0 Thl� NOA ,hall not be allidafter the exprattondate statedbeL-w TheMilnii-Dado- ( cTuary Product Control Seca= B. TESTS along with niarked -up drawums and installation di,-, zrmi of vinyl. sWing :?lass door, prepa - 'dated 1,�11 , t_Illdlizlltfl C_ L4-- M =_ C/) I) jn,NfiarniDade( --iiiit,.)ati&:ortheAW(inmeasothes the right to have this � Q I't T -)n�j ic Air Pfessure Test. per FB(" TA', 1. Test report on jr�fL bvFenestrarlor, Te�tmg Lab. fnc.. Test Repon No FTL8549- 11 0615�stgiied and uidoivi at -0 T),,,i -,aied I I Oft . - producz,-i marerialtested fm quality a%tuancepuipo.-.es. litbas productormaterial fivalls r,^ pet-foitu ui the accepted I Large Missike Impact Te,.i pei- FB�_. TAS 201-94 ,-aled b-,,, Id biros Ortega. P E fTe it iqNoa revised on 1 1 04 1-7 xid 02.1116) . .. : .1i i�;;xted r .,,'i-Aon ,.; -or ttnetr 111annef.. tbemanidacnit et will. incurthe expense of such!estu:e anti the AHJ uia*� immediately revoke. modifi,. or 3) Cyclic Wind F:e,�,ure Loaduig pef FBC. TAS -20 3-94 6. Test'report on I ) Air lnfdtratlonTest. per FB( TAS202-9_4 Iii m n Coated (Pabitt-i o) Laininatkl; xt hut, Rignil Pt I F i,_,i Lxn-usion folt suspend the �,f uch. product or ritaletial withal t11t:1 jwisdiction. RER reserves the fidit to tIL-, v alcme 11) alarked-up dfawaigs and installation ui I seeding glass door pre- - 6-1 1) Uniform Static A u- Pressure Test. per FBC TA `02-94 L acceptance. da is deterntlied k, L.--nL-DciJe Counry Product Control Section zhat ths.-. r of Luaiezial finls to the Rep-, I N 0. F -17 dated 11 0-1 by Fenestration Testing Lab. Inc Tem-' ILS and - 3) Watei Re�,i�tarice Test. per FBC. TA ") 202-94. :q)TAnCe,.N,, .tiled 7T,• i meet i-equiresnerits. L) f the applicable building code. glied 'rhis product is 3-pptcved as described betein and has bin de.-qnt-d I,:. comply with the Flonda Building Code seakd by Idalnu; OiTeea. R E. je-,l report revised on 1 o <aid (J."I 24:16) 41 Lai t Missile Impact Te,,*, pei FBC. TAS 201-04 " TAN 1114il md Liahtel INOHA1'101r firellol includine the H.A %'elocrtvHumcane Z,)r.e DESC RIPTION: Seri*-; 44'70,2 --0- Vitt,] "sliding Glass Door (Reinforced) xv. vt o 901' & 119' coriter-,L.M1 2.Tt;t fepc,i-zon 1) Air Infiltration Te:-,. per FBC . TAS 202-94 Uniform ;tabs A,.r Pres�ure Test- per FBC. TA'� --102--)4 5) Cvchc Wind Pre -,me Loading per FBC 26-94 allono ivithn wked-up drawings ui�tzdlation diagram c,r �hdtng glass door. prepa tol li ilid''11 -and Dnoi 15 1 3)WaterResi-staii�e e�,t T '102-94, Inc f bi,-i, Lighti-I APPRON-AL DOC 0-Ja:.\T: Dj vx-mz N,- %ID-55-0.0 RevB, titled Si.-dwe(�ta,�sDootNOA(L\I)-*.sbwt peTFBC.T.AS F' I)% enestration Testine Lab In Tes-, Report No. FTL 8552 dited 12.;04 15, sigiled an". ri i t,. 'wo ''I MIP P'%'C fxtti; signed andsealed bv 4) Large Missile linpac - Test pee FBC. TAS 20144 1 sealed by Idihw OrTegi P E. (Test report revised �,n 02 1,;,2016) Em-u"iolv fiq X\ �Jnitl I)sliq �-r �9, I-;, I', �'Jq 16 A L-mnMiller, PI.. beating the Miami -Dade Comr; Plc dmt C o ntrol Pte%uion stamp with the Notice Acceptanc e number and expiration date bytheMianii-Dade County Pro<kict C ontrot Section, 5)(Ychc WmdPfe-.ui-e Loading per FBC. TAS 203-04 6,11, Forced Entr, Te%--� j�eYFBC,TAS'2102-94 7. Test repon iAfottu Static Air Pre-,;iire Tt,-,t � pet FBC. TAS 202, - 1,14 ) Large NftssUe In4mc! Test per FBC, TAS 20 1 -C!4 9 to E F_Xtiu,itpii� lot Window�and L)-�,,i aloag wilb marked -up dra. wings and ui�%QitvAi diagram of I;W�l shdmg gliss door 3) CVChC Wind Pre; Loadme FBC. TA 18 z MISSILE IMPACTRATD;G: LaileandSulau-N[issil-t linpactRe-.istant prepared Aire M S 0:5 -94 Limitations: b-; Fenestration Testiniz Lab. Inc.- Tei Keport No. FTL8546. dated 1106 1��, igiiedmd Along %� rah worked -up drawingsmd iii,tall'ation diagram of -viuyl Aid uq glass door. prepa. -79*1�_:,. 2 7, I IFNI !E-84 uait size,_ desim pressures, reidorceuients t-;pe-,,. I . See table I 'sheet and table 2 (sheet D fbrapplicable %D Seilled b-,- ldalniis Ortega- P. E ;Test repor, tevLsed on 01,04-16 aid 02 11 20161' by Fene�,tratioii Testiniz Lab. Inc.. Test Report No. iTL 6638 (sxiiple�I A A tlmi A-22). & 1.) - 6 3 f. VOVA ,�lass types. sillnser(see tablesB-1 & B-2. sheets _-^0aad anchor layout sheets requirements ii: I I rLni 16 2. Rigid "*.'hue Pl%.*C'. Tan (.\:n-,x1uie', P,;gidPVCand Brown coated (Painted of lam=-ted) white 1Lg:idP%-C tobe Test report on 11 Air Infdtntio.l Test, per FBC, TAS 202-04 - i U.wform Static Air Pressure Te,i p(iFBC.TAS 202-94 11 10 10. signed and sealed by Jor-at A C auso. P. E. (-�nbndtted raiderNON .Vo. Il- 010', 04) 1171tier VC){ -i -ul 0 3) Water Resistance Te-e! pet FBC TAS 202-94 TAS 144)916.11 Kurua- 211--c-i z labeled per referenced NOA . 8 Test report on 1 r Au- hd%ation Test. per FBC 2U2-94 i E gres s operab ie i c, ors must coruply with al in c leir widtli :,i 4eight pet FBC fe quifement as applicable 41 L,,u^e \1 hi;pac; Test per FBC. TAS 1 14 T L)utfdrai Static Air Test. per FBC. TAS 4. Pocketwi',]- wider separate approval_ to be ro-vievved b-.- Building official i WuidPresstreLoidirit-pe, FBC - TAS203-94 3) Water Res:qtm� t Te,,! per FBC. TAS "o 1.11761 issue'd toK,,-.i-,iv Aniffi(.a tii,- ti LAFE LIN(--,: Each unit shall bear a pemi inent labo-el with the matifacturer's, nauk- or loiw� c., r. i.tte and �.-,ene!: and gstatetnerj� "M,3aL-Davie Couut�- FxoductContro!Apprct�,ed" 6)ForcedEntrvTev- pei-FB� TAS202-94 ziloug withmarked-up dtak� aw,,aiid ultstallation diagram of van-1 11i(tvi-7 zla,4�, door, prepared 4) Large Mi- tllt lnj�acc Test per FBC . TA<, C,. h,, `Xuid Pressure Loadisig pet F&C. TA'S 203-04 i if �j t- It -al and ('bo Pi B hiterLaverc 198 19 W RENEWAL of this140A sliallbe consideredaftet a rene-wMapplication has beenfiledand tbei-e ha.� been no byFenestration Tecltuw Lab. Inc.. Test Report No F 11- 84 4- �Jaied 1-1,04 15. signed and F,)iced Entry Test, M FB(, TAS F. f 0 L Mi \ i - change ui the applicable builditig code tievativelyaffectuig the performance of this product T F_ R_.NlL�ATION oftbus.\OA will oc cur after the expiration date or if these ha- beets rev -.--lien cos clux4e ul the Med ttv Id ihiu�, onega. P. E. (Tev rqior re%-i, F,,,, set � , - 1.,. 16) ( Test report on 1) -kit Infiltration Te ;t prn F bt--. -1 AS 202-94 along wtill in.uked-up drawings and installation do -gram of%rinyl sliduis! 'glass door-. prepar by Fenestration Testing Lab. Inc- Test Repon No- FTL 6337 (s_antplr,� A -I thru A-5). date I tz tf of confbnn:�J_ -51hEdirv,ii i2�. 1.4)ancl FBC -61b Fdino,ii I BC I ---,��ed 1bMMU1 vf�3,_t11', r-. 08,14 171 1IM t sealed by LvIl:1-:1,-i IPE ala(eirals, use- and or manufacture of the pwodw or procev. ftLi�NOA as anendorwmeatof any product 2) Uniform Static Air Pte • >ure lest. per FBC, TAS -102-94 12 06 it). signed and sealed by JoTew A C auso. P. E. (Submifted under Na4.V0. 11- :im ietler of no uiitirsT, dated 'J4 for sales. ad-,-erti! ing or am other vurpo-.e�- --;hallnv-tc untic ally terminate this NOA. Failure to coliv, ll.- wal, aln- 3 1 Rates ResLstxice Test. per FBC. TAS 202-94 010-09) :,enled by L N, nn N ',,I. t-: P -E section o f tlii;, NO A sb all be c 3u se for ternnuatronandreamosalofIiTOA 4'; Large NflsSlit Tinpact Test per FBC. T-AS 201 -04 Letter of lal: c or pan of tbeal,k reports. ADVERME-NEENT: The NOAnumberprecededby the,.votd,. Nbaul;-Dade Country. Florida.andfollowed bythe I C vric 'v�'tud Pressaire Loadini! per FBC T_A�, 10.`-�;4 - C, - ( kL( L-LATIONS 4. RE R_ Te4,! -0387. -simied bl• :u,�J -i P E. expiration date inw, . b,�displaNvdin.iJ,�-em,.tr.ghtetatiue. Ilan ypoitionoftheNOAlsdisplaved. rher- it 3hall be 6,) Forced Entry Test - per FB('. TA � _10-2 -94 1. Anchor verification calcul:ativas and structitral aiii], 'I sis, c owplying with FB C -210 14, done in its e Lt u e tl;. aloug with marked -up drawins!� afid u,,.-�tallaaou diagram of %inyl �lldine ghc,,; �Iepuex; prepared b� P,GT. dated 1-10915and Iazt revised on 021 5� 16. sigried and waled by k�, T HE R INSPEC 110.N: A cop -.;of tins entire NOA shall be pirov%ded t - rl,e 1..-2: by(be matrufactuteror its distnbuton and bv Fenew-.,tl(in Te--Irilly Lab, Inc.. Test ReportNo TTI_ 8448, dated i21)4,15, signed and AnthonyL. Millet P F, ('itbwitied under,N0.4 Yo. 14 1210.01 e�, for .1'eir L � .1 - shall be avidab;,.- for inspection ii the,c�, ire at 111:it t e( test of the Building Official. 11 wak-d by Idalmis Ortega, P F itVol� revised on 01,04:16 -uid 02 11 1,S) Z Glazin-i conpbt, ASTNEE-1300-09 A�eittforcW� L.M,1. 04 1-4 '1 T!u,1',i'0A revises & rentivi -NOA920-04219.05 and consi�V,� ofthtrpas?oat and t-,-,deme pages E- 1. E-2. E-3. E-4, E-5 & E-6 a,, well as approx-al docimrrit mentioned ibmt. Tice , itmifted doc imieti zi t icm wa s reviewed by Isba q L C In ndi. P JE 1-.haqj I. C`hxuda. P Ch.-Arld, Pio (h!(- t f ur..: t wt !wPrvize. Pioduci Control Unit Sup#rvi rvi;or-p NOA NO. V NOA No. 0 N-OA No, ' . I Jj: 0 z 0A -No. :1J,_"_1: MAMM Expiration Data April 14._,11:C Expiration Dare: 46p!t 14. 2(1!6 ExpirmiouDat#! April 14.2( -F-tpirntionDate: A-1o;114 :v:6 Approval Datv\1lrcb kl.'l N 1.11,7 Appiox.l I Datt. 11 \1. ;. !( March ipproralDate; N111A PGI hicluitries. Ink G1 Windows and Doors, Inc. P(__TT lndumte,.. Inc. NOTI( F OF XC( FPTAN( E: EVIDEN( E "A'B-NUT-11LD N011CL01 A(ALPIANCE: EN_fDFN(_F�1'B.\1IJT1D NOTI(-F(-)F .),((jP1AN(E:E1-MFNCL,-1. B-NLIIIED 2. Exidence Submitted under preNious submittal E. _\Lkl ERIAL (.- ERTIFI( ATION� i'011flulit") Nk.\% Ex idtace Sub minted Quanex Part Super Sgacer Standard coinplying IS MernLil C onductivity A. DRAIMG;., 0.881 BTU-in'hr.-fF-'0F, ASTM F 1249 XX"%'TR-?a:--. ASEM D3985 Oxygen -Pass. AST' NI E A. D&AAAT;GS 1. Drawing No MD-557 0.0 Rev B. titled "Vinyl Sliding Glass Doof NOA (LAY'. sheets 21190 1 G Durability -No Fo-.-Pav, iSn&)wrwd widerpreilow A-0.4.\& 15-640qO.5) L Di.-vvu,: MD-55,770.0 Rev B. titled Viml SLduiz Glass Door NOA sheets I I through -I I of 2 1. prepared hv, numirfitu favourer dated 10 (" 1 ', and last revised on A. Quanex Part Durase conipl�-mg with A' ,T-.\ I C "I S Phemial Conductivity 2.22 BTU -in, prepared by ininnfictilrer. dated 16,0-, '11fol. - - 15 and last revi�td on 02 0 1, 21 gh of 2 1. C4.21,20- signed and sealed by A- Lynn Miller- P.E. -;,-. signed and seiled L-P.F_ hf 4' A T-M F !__'4, AS TM D 1434 Amon Penneance-Pas-- 'Note Thi, cousistsreplacement ofsame exislu uutallation screw with flit head B. T_EcTS 2189 I.G. Durability -No Foe, ASTM E _54A De',,, Pouli be%cr:ovment in 48 his. L Test re-xrr� on Air Infi0tra. tion 'Lest. per FBC TAS 202-�)-1 I (.Siibndrted under.-VOAN- 6. 15-0400175). B, TESTS OCT 2 0 2) Undotm Static Air Pressure Test, Loading,per FBC. TAS 2021-94 - Vision Ex-Inistom. Ltd Parts conipl-� PVC -A-ANIN.303-13. Voluntmy Specification 1, N one. 3) Watej Resistance Test. per FBC . TAS 202-94 1 for Rigid PoIN-vmyl C lilonde (PVC) Exterior Profiles for Extrusions. Lid A-EX-1 by 4) Large Missile bqxwt Test M FBC, TAS 201-94 i) Cvchc %kdin Pressure Loagpet FBC. T-kS -103-94 AA]MA Fenestration Exterior Profile C'ertificaticni Program (.tn(,uaueol nfider.,%,a4 A'0. IJ;_ M9.0 , ;) C. CAL C I -LATIONS V -'uid ixiniz.,ioas. 1 None along withmarked-up drawings and installation diagram of ail PGT Industries, Inc . 8. �'Iiioll LtdParscomplying w0hPVC-.kA.NL-130;- I Virtual I representative units listed Lvl4w and tested to qitalif-- . Dowsil -01 alld Don -Sig 983 �;ilicones. (�robnritted rmder.Y0_4A"o. IS-0409.00 _kN( E QUALITY A $%StlRD Re for Plans Review viOwAssist. 117C compliancec"'Pleted prepared by Fenestration Test= T abmtorv. Inc- Test Reports No. 9 PVCMd�LAL 303-13. Voluntary Specification for Rigid C hlonde (PVC ) Exterior . and IFTL-77897, PGT PW5520 PVC Fixed Window (unit 6 in proposali. dated 09 03,14 es for 11'iswui Extnision- -k Fene.;tration Exterior Profile Prc s, Ltd bv A-.%-NL 1. \,Lum-Departnx-nt of Regulatorvand ECOL01111C Re��OlLrces �,RER)_ with th aPpro,, by Debra Anne #717 e a�20 FBC7thEd 'tFTL-20-2107.1. PGT SGD780 Ahiminum ShdLug Glass Door (init 71 m proposal) FTL-20- (ert Ifical loll Proizrxll� e Kr PX2300 Edition -49 2107.2. PGT CA740 Ali = Out5wing Casement Almdow (unit 8 in proposal) FTL-20- 10, Notice of Acceptance No 18-121 .14 issued to Enerei Fene;iiitioa Inc, for I _NL-VTERL-kL CERTITI(ATION-, (3) 2107.3. PGTPW7620A Aluminum Fined Windowiumt 9 in proposal) and FTL-20-210".4. their Tan Y140 & light shade (non -white) Whire Rigid PN'(-- Exterior Extrusions for' 1, Notice of Acceptance No 10-005.02 issued to Ktu-aray Ameiica. lies, for their Il 20, all sid PGT P110620A AlutumunI Fixed W-indow(unit 10 ul propoial',i dated 07 signed l Wwdoii s and Doors expiring on 02"04 "Trosifolt Uln-acleai. and (olor P%-B Glass Inteflpa avers exilig oil OTOF cz altd waled by Idalims Ortega. P F 11. Notice of Acceptance No. 18-0122.1-12 io Energi Fenestration Solution. USA. Inc. for -White Rigid PN'(.' Ext,�i LVIUSiOUS for Windows Doors". 2. Notice No 1. -0808.02 issued toKuraray Amer ica. laic. fortheir "Senn-N-Ua��_ leai N11ifte) Glass luterhyei-s' ("? 04'23. > their series tot and exp",ig on aud expisuig on CALCUIATIOM c C *?tb I Anchor FBC 18 1� •t( I 'Nou,ce oi Acceptance No. 18-1106.10 issued to VM",iclll E-xzrik�llons Linuted for their "Bi, (13 O verification calculations and ,rmctural analv ymiz with ` sis. compl, 12 Notice of A,'CtjT.-Ul, It- No. !0-0203.03 issued to Enere, Fene-itriitoa Sobition. 1_'1_).A Inc fl-,i omed (Painted or Laminated) IN"Itite Rigid P (Exit joi Erm-usions for' Windoiv > Edition (2020). dated 04,22,20. prepared by u-intificturer. si.s.med wid sealed by their "Bronze & light shade cap coated Whitt. Rigid PN-(- Exi(-iioi Exriwiotjs for and Doors". expiring on 093024 42M.. 0 Anthony L-,-nn tiIiller. P E 2 Glazing ASTME1300-04.1-09. Windows and Doors-- expiring on 04-16 2:` 4. Notice ofAcceptance No 18-1106.11 .>sued to Vision ExtnLsions Lilimed for their aerie complies wah -12 and -16, 17E 1000 Tan Io' and lighter shades ("Nou-NAXiTe) Rigid ( elltil.al PN-C Exterior 0- t) Ql-.ALM- ASSURANCE F. SIATEMENTS Exn ttsiozis f o t \A judows a ud Dow s". expiring on 12 20-211 < Department of Regnilatory and Econoillic Resources (RER,,, Statement letter of couformance to FB(- Elliticall f,!020). dated 042-1210. issued byNfiami-Dade wantifictureT. sismed alki seileel Lvill-, %liller. P.E. F. ST.-kTENLEN 1S E. _NL-kTERI_kL C ER11FIC ATION,�, `txellleill letter of no -Z_:;1--tn�:ot- virtTe;a and of independent. issued by inanufactuter- eiie-,�-4 I 1�,tarenrnt lener of confortwuice T�- FBC "I Edition (2020). dated 02 01 '2 1 i�sne, :3 - I .1 ,,.otice of Acceptance No- 19-0305.02 issued touraray America. Inc. for their 04 siguecl and waled byAnthony Lynn Miller P E manufactures :,1;inedand neile:J h.l.-Alithony Lynn Miller- P E. _0 Trosifolt, Ultraclear. Clear. and C olor PX-B Glass Interlavers exp=g on 3. Private Labeling Agxeemmt document bet,-veen P(*_71 :",!•-IJ U-, 1' 2 Private LiMmo Azfteilienr dared 03,1)8,21 between PGT IaJtL�tries Inc and 0 07 082-14 involved Prties. a aid Doofi Inc.. signed Dean M. Ruark P E . V P 'PCd b"Ilgmeering. on beha IL 2 Notice oi AcceptaiiceNo 1'-0809.02 rssttcd to KujaiaN America. Inc. fey: ilielt "Sentil-GW I lem- Whirp) ('Aass Intel Liyei 07 04 W (( and s . expit-mg in -')' G. OTHERS it Notice of Acceptance No. 18-1106.10 issued to Vision Exanniams Limited for their "Bi ( Laminated) Miire Rigid PV( Extei itA Exn I Tai--.. N(- A rei ise� NOA= 1'.042U.1-10 i P%'Tx CGI)arld updates to FBC 2020 ('"bEdiriou). OTHERS U) M (m n oared (Pahm-d of ii4lis expiring 04;1 L'2 1. 1 TIlis \0A i evises S. relieW s N OA# 2 0 -04 29.05 (PLA -kx- CGI i expirill e 04 14 -26. for %A indows and Doors - exptring on N,30 24 Vision Limited for RIER Test proposals :k19-1155 dated 01 10 20 iy�pfo-"!d 1: 1 11;:lo I P The iment w-sociated PI_-k CGI file (1205.0 1 -,,-1 1426. I N otice of Acceptance No- 18-1106. 11 issued to Extrusions Their 4 14 2 1 series *17E 1000 Tan 202 and h0tier Aiad(�s (Non-'"Itire i Rigid ( ellulai PNY W Exterior Exwusiojn,- foi M utdowsand Doors'. expiring on 12 20 11 < hhaq L (hands. P.E.P h vq I ( ba udl. PI T -, ha q 1, (b A u, I i, P.E.Product Coutod Unit 5njt#rli-,m Product ( outt A t uit super tlsor Product C ourrol twit Suptrvi-or NOA No. 21-0205.0.4 NOA No '1-020 4.03 ,-OA No II _0:0; 0� Expiration Dart[: ApH114,in'.6 Erpirank-uD.itt. ApriII4.2026 Expjtati*nDat*: Apiill4..(P:6 APPIV1.1i D:11# \illch I larch MM .1 Approval Dat*: At CL .-%pprov3lD3t*: March.2f,220.21 E _5 E E 4 SHEET NO. I May 27, 2022 PA 1. (D _ �77, MIAMI•DADE MI,Arn-unlit, c lit:.I (D Q O � PRODUCT CONTROL SECTION Cast -Crete ("avt-('t'e1t' l ti:t�1.1,( --- , (-t tt(+' 1„,.\. 1.1 4 =- Q) Q O i A- DEPARTMENT OF RFG1 LATORY .AND BC'ONOMIC RESOURCES (RER) 11805 SW 26 Strect. Room 208 — --- - � m � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 -.--. Qi (1) T (786) 315-2590 r (786) 315-2599 NOTICE OF ACCEPTANCE: FVII)FINCI:`,I ieMITI1'I) N'l)"11('I?OI .AC'C1?P'1':1N('i:: _FAIDE:NCESUBMIT"1'E'D `:4�; \N(1'.: VViDENC•I SUMMIT[ I -A) C/) — NOTICE OF AC('EP,rANCE (NOA) www.miamidedL&ov/econom Cll U Cast -Crete USA, LLC -- — 1. EVIDENCE SUBMITTED UNDER PREVIOUS .APPRON'.11, #03-0005.04 3. E:V 1D1;�i( 1. Sl'II�111'"fE:l) t'NUh:R I'1Zl:N"1Ol'S V'PROVA1. # 12-0209.12 t:'+ 11)I:`("i �i li\! I I t ! it t. Ni►ER P12EN'lOUS APPROVAL. # l O O Cll 6324 County Road 579 A. DRAWINGS A. DRAWINGS : , ,, 1 , , ; ! O Q O Seffner, Florida 33584 1. Drat i,r•IzNo F0401 2. titled 'Trc-, ov arod Prestressed 1_intel Details", sheet 1 of 1, 1. Drawing No. F'D4612, titled "Precast and Prestressed Lintel Details", sheet 1 of rr,r, r.Fl) 9h 1:' �etcril+'. % O LL — prepared by Craig Parrino, i I•. dated March 24 2003 and Drawing No. L74612, titled 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawing No. P P Y $ $ .\'o - :°! 1. clwrrl tl_t,.� ; i� 3 , , L ; 1(,, : f "'( cr,t Crete 1 " 6" O � O > SCOPE: "Cast -Crete 4", 6" & 12'" Lintel Sitfe Load 1tthi, ". \h,,"tt 1 ihr, t h 3 of 3, prepared hi- "Ca LT4612, tilled "Cast -Crete 4 "', 6" & 12 " Lintel .Safe Load Tables ", sheets 1 „tt cet., ,through c?I 3. last revisor» ,latr,l ; . � — O i fins NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P. dated March 24, 2003, last revisvrm lt1 date, l n rl _.� _ oo.,' horlr I througlt 3 o0. prepared by Craig Parrino, 1. E., dated March 24, 2003. last .f :,r::' vtecrlt d by l 'rut PUTYPn(1, 1',1., nn lhti'. / ' O i I-- O Q The documentation submitted has been reviewed and accepted b y Miarni-Dade County RER- Product Control p y ch•cnvings signed and sealed by Craig Parrino, P.E. rteviskur dutc•r1 L/arch 11, 20(l8, ct11 ai}�nc•d prod .,�euledhv Craig Parrino, .E"., ino, Iopt X ti— Q Q Section to be used in Miami Dade County and other areas where allowed by the Authority I laving Jurisdiction 13. TESTS March .22, 2012, i i:..� l"> � _6-� � (AHJ'). 1. Test report onflexural testing ort 4". 6"ter 12'' Prc4,of ('ow l lc 1 i+nt•l+ hrll,•,l and I. Hone This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of'(13) concrete B. TESTS C't1 ('1�1 r lit)v'� Section (in Miami Dade County) and/or the AHJ (in areas other than Miarni Dade County) reserve the right to have hyAppliedResearch Laboratories, Report No. 30404A. dated 041,11),03 mgh ic•,ian,l 1. None. this product or material tested fi,r quality assurance purposes. If this product or material fails to perform in the cealedbyChristopher A. Ramon. P.E. ,,r t ,ere Lintels, datrcl0 !19-21i1 t -,a es Id �`0! n�� -,,,.h r., pay accepted manner, the manufacturer v%ill incur the expense of sut•h tearing and the AHJ may immediately revoke. C. CALCULATIONS „,,;;,. 1'Esigned and seeded by ('rc,ig Parrnm .., - modify. or suspend the use of such product or material within their jurisdiction. RI:R reserves the right to reve)ts• C. C.\t.('t. LATIONS this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. c if, ulwion.c 1br Cu.w-Croc liwe!s- <hu, t/ rli. 'rh03. 2(l pages, prepared by Craig D. QUALITY ASSURANCE - t:.:,:,;_i >,,,,: (,;, :rr.r i?epurnneent al'h'e,i;rrlatary any! Economic• Xe.cow•ces !kf:k: fails to meet the requirements of the applicable building code. Perrino P h . sig;need uml.ccaled ht ('oar, I'arrv+,,,. I' 1: I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated ox-N U 1. 140 pcwc: , prtla rc(I In Crm - ! :l \I„ t'Ir.RT[Fi(,ATtONS "1-his product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P. E., signed and sealed by Craig Parrino, P.E. F. %*IATF.RIA1. C'E:R'I'I FICATI0Nti Zone of tile Florida Building Code. 1. None' DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. N1A'i"ERIAL ('F.RTIFICA"HON: I i , , APPROVAL DOCUMENT: Drawing No. FD lGl.,, titled 1'rccast ..and Prestressed Lintel Details", sheet 1 of 1, 1. Quality system .ti/lamwl)or c_',,.,t-c_'rew .11,,, l,r,,,• t r,,,1, r, ,, ,,;r l in,, t, r,. � A"d „n 1 r,,ti t , F. OTHER rutc USA, l,rc., dated 08i1 9i2(ll 1, signed a„<I prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1. 1.1012 , titled "Caa-Crete 4". 6" & 12" 2002. 1 Loi!rr front Cast-Cr•ele Corporation, dated FChruary 03, 2012, signed and sealed F.;,, P'. F. rc rtiia'lrCti conrp+,;,•:, c- the FlOricicr Id,riOb?'' t intrl Safc Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, i'.L., dated March ' ). 2003, lank 2. Cast -Crete Quality.System Manual for Prestressed Products dated 2002. by C'rar,te I'a+rino P 1 . e cv n%t in•� cornl,lrrrnc c rrith the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. all hearing: the Edition i A1 f)I.N( 1: tit B11I F I I'll) ? ""i )l 1Z1. ` 1( ! Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SLIINI ITl NDE;R PRE'V101 .S APPROVAL # 08-0320.09 Tty t i1{ date by the Miami -Dade County Product Control Section. A. DRA1•VINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile impact Resistant 1, Drawing, No. 1.1)4612, taied 'Trccust ami Pr, ttr•, %, d I.nrtt•1 /tctu,lN" N/l."'t I of 1, \. DRAWINGS LABELING: Farh lintel shall bear a permanent label with tilt manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino P i' dated kfarch 21201t3 ,md Ur,rning \o 1 1461 2. ndcd ' 1. None. County logo. y g 'Cast -Crete 4 ", 6" & I." Lintel Safe Load 7crhd � 41cct� I thror ti!h -i of <. orcl,art ,l ht RENEWAL, l Tait' Parrino, P.E.., dated March 24, 2003, last revision dated Mur•clr 11. 2t/rl,s B. TESTS LU \ ,hall N�c c;ons' of this N()� idcr`cd after a rcnc�N al application has been riled and there has been no change in the applicable hmldugg code negatively affecting the performance ofthis product. B. TESTti r /. Nrrne, 7'ERMINATION of this NOA will occur after the expiration date or if there has been it revision or change in the 1 ti'u)rc' C. CAl CI1 L R' I0N'S materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an'. 1. None. . \1 ii� A1_4 l tZ\'t 1. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS Rf, ,,.-!J:u1,• l -, try l.i,•l,art,rrnt r„ R :°r,la!r„, am f l _,>+,,,,,r;r R, any section of this NOA shall he cause For termination and removal of NOA. 1. None. 1). QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by U. QUALITY ASSURANCE 1. Bl A-harni-Dade Counts Department cJ'Regulatory and F_conontic Resources (RER). �7 t 11''1Z1 ^.I• ('h R 1TF1(.'ATIOtiS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. 13v Miami -Dade County Building Code Compliance O)fbc-, be done in its cntircty I .. MATE:RIA1_. C'ERTIFiCATiONS INSPECTION: A copy of this cntire NOA shall be provided I,r the user by the manufacturer or its distributors and L. NMTERI AL C FRTIFiCATiONS 1. None. shall be available for inspection at the job site at the request of the Building; ( )tlic[a1. L None. ThisNOA re sees N� A # 19,01r30 14 an of this page 1, evidence submitted pages F- 1. 1-,-2, F-3, F-4 and as welled abets -- The submitted documentation \tas reviewed by Helmy A. Makar, P.E., M.S. elm y A. Mak ar, P.E., M.S. Product Control Section Supervisor _dticlmy A. Makar. 1'.F... 11.5. t rocfuct Control Section Super isor liciw\ �. `+c,.tu„n C�HMDECQ!Lltm !7 . %✓ NOA No. 20-0630.15 NOA No. 20-0610.1 NOA No. 20-0630.15 Product Contrtrl `+upen koi NOA No. 20d0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/I I/2023 Expiration Date: 09/11/2023 I el,ir:rtion I).ctt: ttcr 11,20? j pO `Z0t,26 Approval Date: 08/20t2020 O/ Approval Date: 08✓20/2020 Approval Date: 08/20/2020 %liptosal Date: uri.'2Ur2u2(t Page i E- 1 E - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE ;;f B.NII'I 1 1•1D NOTICE OF ACCEPTANCE: EV11)1%NC'1•, SL 1011 F FFI> 7. EVIDENCE SUBMITTED UNDER PREV101, S APPROVAL # 18-0424.04 9. NEVI' EVIDE;N(. I•: S1.:101ITTED A. DRAN1NG:S A. DRAWINGS 1. None 1. None, B. TESTS B. TES I'S 1. None, 1. ;None. C. CALCULATIONS C. CALC'FI ATIONS 1. :None. 1. None D. Qt1AI.1TY ASSURANCE 1). QUALITY .ASSURANCE 1. 13y :1h,uai-1)rrole Cornrty Department of Regulatory and Lr,vuu,o, Resources (RER). 1 8Y ;%lr,,,ni-Dude Comity Deportment e, Regulatory and EcononriciiI P, L. �i1TCRIALCERTIFICAIIONS F. MAIER.IAtCLRl1E1CAIlUti 1. \ , u+t, l .'None. F. OTHER 'u.,t- F. OTHER OCT 2 8 2022 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued hg- c 1. Compliance Letter .c ith thc Horida Bruldinl; Code, 2017 Edition, issued by Cast- z Crete USA, Inc.. dated 081O8117. signted cf sealed by Craig Parrino. P. F Crete I/SA, Inc., elate d os ox si Inc c�• .veale d by Craig Parrino, P.E. t 8. EVIDENCE SUBMITTED UNDER PREVIOUS IOUS APPROVAL # 1)-(113(1.14 Cp 2. Compliance Letter with the lilor•ida Buildmlf,, ('otle, 2020 Edition, issued by Cast - Crete Crete USA, Inc., dated 06111120, signed cX sealed hI C "raid Parrino, P.E. (3)A. C_. DRAWINGS Virtual 1. Drawing No. 1•D4012, titled "Precast and Prestressed Lintel 1)eetarls ", sheet I of Review Assist, Inc Plans Review completed and (f� 1, prepared by Craig Parrino. P.F..., elated March 24, 2003 and Drawing No. approved for compliance with the 2020 FBC LT4612, titled "Cast -(,'rote 4' , 6" c% 12" Lintel Safe Load Tahles", sheets 1 71h Edition by Debra Anne Klahr O CCS through 3 of 3, prepared by Craig Parrino, P-E., dated March 2.1, 2003. lust PX2300 i� > 0 revision daled June 12, 2014, all signed and scaled by Craig Parrino, P.E., on January 22.::'U19. Q B. TESTS �_ i None. C. CALCI'LATiONS U 1. No m 1). QUALITY ASSURANCE 0 I 1st ll ,nr,i-node Count), Department vj'Regulutru•t and Fconomic Resources fREX: U E. MATERIAL CERTIFICATIONS U) 1. None. F. OTHER co 1. .4rticle of Conversion for a name change. l / �h •J r l i w _ #lem (. y A. Mak er, P.E., M.S. L,�helm} :1. 11:r1.ar. I' I•:., Wti. z Product Control Section Supervisor Product Control Scctmn'sulwr� isor NOA No. 20-0630.15 NOA No. 20-063oA z Expiration Date: 09/1 iCO23 Expiration Date: (Ili 1 1.2023 Q Approval Date: 08/20/2020 Approval Date: 04'20"020 F.-4 E-5 NO. SHEET May 27, 2022 PA 1. 4 1I L I ECO TILLIT TESTING A $NGINSISIIUO COMPAW WAI A Fo 11 % 1—— %6 IM 110 PRODUCT EVALUATIONA9MIRT REPORT NO., 20-07124.01 DATE' juv 24 PRODUCT CATEGORY: 3#,vtto" PRODUCT SU&CATEGORY, wlowo; PIwAl PRODUCINAML. 21) CAGE GALVAII 3711 STORM PANLL MANUFACTJRER*. (Acital Protection Products Llwr S 'A' 1511 Streit, Flordi I I, PUW01E0F EVALUATION i ID # 1906) lu tho Global Piolectloili Products, LLC Rule Chapter No 6 1 G20-3, Method I D of the Floor idA Depart meni of Business and Profaillovonal Regulptiort, I ht,04 PfrALC1 III be" hisued an Evaluatson Nittitill 0 41l heraiiii and has boom verfli for rrtinpliamice In accordance vill the 2020 Savvilitith Edition of ft* Flrirliit, Btjvll,i rtrtr, tea vooIrVV wan its tot the pLiftiotill ntandod I'll ki.!M t'Cit"vamnil to that MQIWW by the C*JQ Tht'; it"MIKIEVAILARlit"In R*W shah W "al to leview XW rvvisiolit 141 car" of a stj k1woo t"(4oct Irl that may affect its fin-4 istow" and cotioi,vow, 2. EVIOENCESVWITTED. 2, 1, PRODUCT EVALUATION DOCUMENT Drawing No 20-176, Otled 120 GAGE GALVANW10 STEEL STORM PANEL". sheoti i 11126 oil 26 prepared by'rilliel Ill signed and iscallod by Walter A. Ti hit Jr , P E., cj,;Iols 1 1 1,; u T 10a. drawing 10 an integral pairt gA,IAlp's 44 art lit , ^1 A4 I I ,; I , %t r. & VN 22, TIEST REPORTS: Loo�)F, imptItcl a,id fatigue load tests woll t,oeillr)ilrnpa uiftofir Prolowl-Ij TAt� 201, 2103 ri5 Xt 5eictoon 1626 of the Flol Buti-3in0 C Unifovirt fil Ina(iii as II I Al`; 21)2 Prolorefl TPm reaotis prepared try Hurri"no E Fiqinoe;rng K Till I , Rtsrw:7Irts N fo�-569 dated OWCIII OF)i dMiIjilo Qi if,,. 199t. 09j'2011996, vI three signed and scaled !)y Hoctur I Mal, P E Test ng i..alit,al irw iltr,,jvj 1, NI32 dated D4,116it'1908 and v 21 w6 Jitl 10,40411998 -mmoill r,F t, rrnr I) „oy P,E arld Report 040 0219.01-,09, datCld Malt.h 4. 2(ill si(;nNI ii Iiieti it, Edirrivado Largo'cl P F .,rid HerrIil Hamm P F: twill. ltt{,w,fl tIll iFILM-19,' y 'X.. MvI.A.rrqIr "I lrrf! . dated hilairch 13 211 Knoo artoc "Aloa by F rar,k Gf fitte, P f- 2.3. STRUCTURAt ENGINEERINQ CALCULATIONS: Un w-'L GagoL, (Faivaritzed Stool htcorrn Ptu,n for max:town Patriot Wsg9tvii, drtf,rpt wind lead, as well' as rnexamirr zincror spacing v5 Orja;qnwlind ktoad jind parier length based on tati'onal anorf comparative aralysis rim; ;r octtivdnnce poith ttoclkwn 1616 of INI Firitri'do Buitilinti Cook, Cal,:�l IT111 :"*lW1r*d by rilitti-O, Inic d3111441 I 1r0.kf8 All Tilfilit JIP RE 4-MI"LLJbIPAC7" Large missilo impact undef 3eiclion 'Iti of 1111" Flntjjrl fiulf- I , :,Iiw 4k TAS 201 Pfol 4. WIND LOADS RESISTANCE. 20 Gage Ga vanizood Sli Sicirm Pjinal i)ifs boilir, . C-rittinc to ��l tirl loovil't'j ;1!UllT1wfil ?I`Id.1kJ?ttUF!I P'llrietil IeCjjIJ1 II X� -17tik-1,ul ontil'W5 8 ILI, 14, I� ?45. 19. 25 and 26 (11 Zol cf P(l Evatuittli QoCument (P F D.) drablivirlil No 20A76. Max1rinurnArrochvir Span nq shall be as indk~ I :l _ sII i, I 14, 15 17, 18, t9. 20 .15 and 26 176, of PrInFlud Fvalualion DoLurmit (P E D.), drawing No 26 176 5. INSTALLADON: 1,,sutrtalion shall be parlotmed iltncVy in accordorico with dell XVI t;- shttoei 3 throur 7, 10 ttvu 20. 23. 24 and 20 or 26, of Product EvNlu#I Docurneff., 'P L GI , diriwingNo 20.176 Ttldvattlej '),n, tru'lli 1r , t III, � ot 26 t)f prodic! [vz4Kw61jl) nucl;rnow (P E D i, drowIN MCI 20-176 I: ow "14 — 11.1,��., •._wo , x, o, I I C011.11) to 10 AX 64twoolifix, VUL tuft Owl 0411 Fool bwoot ;I ; aItool INto"All. rit, oq,lw.• tow, .-W; 1.<,-, +Nwl I bool Iw t I� :1 _9l ol-A-1 w Air wip %illmodm A 11 we a #I v III vl ;11 Vill I W� 06014 �Ioi N' 0411001 1 �10 o low"j, I I ol I I - it IILAF a Wool 1.0i X, " 0, "1 D 0, 111[ AMILUk 11 k I it I I 1 .1 FA 1 4 1 1 1 • evot I Loolill 11twoo, �" A.1 I�wo III in tti ittli I ow r I'll lowotl'.4-1 Ai Awtoc.1tv Cow S"tirill I FIA'.� A 14 ,o 0 1, itoli I � "woo itilwill low L)AI Ilk 4.4 11 14 bloolft r.FA I FIL o I" I .."I I %-,w towi ttFol Ill OFF "I'do, on 1' it "i IF Ic '1:4 oral bjl bro,jofli Cft It 1 it 4 211 N'PWM-.V : oi 14M 1FAIPI At 01NETWoll 14.4 .1. won- I , : ,I --ow `1.-I ::.IFl w", boi"tl owwwwl to ol Loolowit- Villitooft A", � wltr) Al w 1, *4t #,ol, ojbxro�iool .�qt •Ft ;4y wobtot .1 -41, fir 1 14' ow ol 1w 1::0- hill III 1 V owl t "i• fal IJ A 1 0 ":0 1 "d .1 1 w., -*KX<Aw 't"I A6 5A FWb- 11t4oIlloOk At ti,YIA A i: "I Q I; 1.ov too I ;l; I b4i, -6.1111 1. iroot'r. ,jFwj5% Wtv. to A.% w 11 Kdor At. K 'IF A.,r'I 1, to. wo'llt-1 OF", F. FLI, W ailAF$thl Aiti ti�",V- 1. Wl- !w1l • It Wt too I.IKI, of 14 01WA0041l t:1 r.,; trwiitwi III,,, N *,il will I I I, F r4wi J* 1-141IL4 Iij ohl WWFI oww).,Wk row- toolowne Ill tKI. IF A 4 o0f It", „".tdml s.:". IF. it, so vv 'a' ,wwol 1�'v , All 1*;"` 'to*' - 'A' 0 0 'i"Flol 'J I I A, IA., A OFFLIWIMI 17 Max, Twokil, I it 4 4 IAi -.4 . 1,;Mt_ ftw�ooioi o"I.RoU Flow— ."t, I r—oort'i Ix"; .%ii L. vo-tw,n, im"XA hl*wow': u 4410,14oll"I I" [is Ill 'owl: iloo, it'it,orivi IF I o I 1 4 Aw11 w, FI ii Ar, Xitioll? III III I lto:t A' N, ti 'ttwo u 111. IN' 1 4 1.t 4.1. wo. `w` , ww o' ni Aolw{wwwl i %whil a r� ooj�, Y4 tj I ii� wooll Ii a ragI-vq Al 1 4,4 tA 1-4 114 It" oF I t*%t Ij 64 1" P f t oll coi W, F 'ItTIAlloo iklw *ww I'll: ,I I 1 1, AW An ,.Fw wil, AT III n At% I;Wwl:oos IntmAn"m CAL-vo to AOM)I-Wh VIA, 4406 L# it 1, 4 U I I, L 1w "NotY ft. too 'Cli.Ni toovol to 'K 0111WITU a ". jo %*VMS I tM, 1 11111, Lltwlw vibribol '0111. 1 Awrioll,ow AtAiii ol 64 Voll 04 MI W wi littIol two ^11� rotiolt �!AYl L,,1, .1 1 A It 0 IV4 11,- �w J.Wt.-, 44 1"".0 :A 'wo will JoWiti ol wroal It. 'w r"ll Jr ii Ilwo I � 'r, fol TO Kjk -I %hokoit vr..* 1., 11114,1& 1, IF 01 towtill ft�w wol ill _: "i k -r� w4lowitir. two W.FFICI 1"" twit"Flot � , t�LUSIUWA-� L A.W All F. w v I, 'i %w�* I � TUAt I III � on I W OF 'N All M Pol • ItIM4 I�11,A'.14 41 rIJAM WIAtow :tHKC*0% .�. Volitot,= ot- I �l 4 Al"I" I W it' U `q� I 1,M t .7 1V PILWCA oK`kVFiK; CAIX �,wx L *04 1 F, loto 1. . ?,'V' �Fwlo - ft WWII 9 to", 0 r 4 IF A �W ',r.T AWHI Ad CATI'Vital 0' 111: A$ 10 Folo I At �jooj 1� x, A♦ It F 1L Hv, Ill "wil Z,O(,*; IFI rI l I.:� wi 4 157 Ij I.La ,klijoi 1;,06AJRICTE)M,oI."WIIob>T$tIC."FAI 10ECO,oWaIg 'I') Oil F INSTALLATION OETfi FOR ,RE ULAR PANEI1.5-1—k—JUA PQVR[0 CONCRIFTE OR C.00ETE-21to CK ST IV L5 .11 wIll-i wwl� L"Liff" w Iwort wow : 7 tInTliot owl I 1ASW "IttJor D 1� " IV` I IPFI Wiplooll 4 or toravilibir wit &I ow rA 4� -44) 40 71"" 1% a � twool �I wit I IF wimit 'Wow, I'll rtlww (T) 6 ItIts uw ht Flow CAW I., �lwb S S fill WM rout" IV su 0. 4A �yyl'Nwwwo 0 towtFolb. 1; WT'U 0 '401 It. XA6CEILffl4.ifle 1 .1010i TE r"Itir ft, U_,Y, wo till, % PLQFRIQA 111,01ILDIFIC COOL is' V- I IAWI "::I I All, A CAM CAtYAWnD Slitti, At CL DBAL PROTECTION PROOUC; I L 'All QLIILWQ_j)��, !lt, _X912i[M w.,- bill C MATERIAL CHARACTERISTICS ANO SPLCIFICATIONS. Shall Cu strcdy in acourdall whit General Nctet6 mria Components indiczted on FhIcoi! i2 xnd 22 of 26. of Pr4?oi4w' Lln;mtoott P III- I) y drawing No-20-176. An. f,( ol srt,rIl Flo ws I " -,, , - 1 " . r 1 w� t[ : PI wrr,;vj F-: .4 10, : , r, t 2 ", 11moov i rig -Jj 2: 7. LIMITATIONS AND CONDITIONS OF USF,: 7.1. Shtlu itv tirtril voitri NotrA No, 1, 8 fIl 14, imlicaled Din sheet 1 OF 26. aswell as (";q)IIIIIIII Not't'rmt 4 1 1hrlil 4 arta I I thfa 116 IrifitrWilid ttri short 21 of 26 of Product Evioilt tllNiiioiit Cluclionx.rit (P E 0), drawing No. 20.174 (,Ir0p0f*0d b!Y Till8cl In,,. and 5eak:C11 by Walter A T"I Jc, I 7 2� Pit "oIjil-t .,-vt it, ilGH to,FLOCiry HURRICANE ZONII as jowfirwd On tiol on ItJZJ.2 of the I`ktroda Buildipli Col 7 '3 PlflodlLkwt shall only be In.51aNi ili Poured concrete, corlirriste Nock, Avlt,d vil000l frame stjwurtfs. PMu,t;t tIonivaI R-5pon pfeparfx: Coy WI.I A 'Fillil wit P F il`=kjrtda UI;till NI 44 111 Pfe,vdonl of 7 ilioi_-ti in,, t FilorXIII CA-00nill. ........... wi 44111157 to, rl 0 V' 4010 Al 10 a1re AT , j r I I GIN YON,ii III` LLL V:)M' PANEL, 0111III hiEolijno I I, 11.1,4T TtSr:tl G ENGINEERING COPAPA)i RE -PORT NO 20-0727.02 DATIL , 7 PRODUCT CATEGORY SWIlers PRODUCT SUB-CATFGORY: Stoom Partil PRODUCI KAfi 2,;3AGEGA(`bi1ANIAoH)SII-I( ,,1012till PANEL MANI-Iii I URE.R. Products. LLC 1. PURPL15L Ut LVA,L UA i 1UN This is a Produd Evaluation Rv,x,ri iisultwtl by Walter A, TOO, Jr, VE fsYste"I 'it) 41 19011 to the Global Protection Products, LLC, Rule Chapter No. GIG20.3, Mailhod ID of the Florida Department of Business and Fir ;t� _t�0 "Xi "1; 1 R� II il.;'Iflas been verliflied for ocimpli,ance in aFcowwoo,o with, Okki Solvarith Edition or the Fidi,ildis Builiding Code, and loverify that rho product is for itie pwricivio intandod LI, it:1vil otilitivralent to that required by the Cede, F! 1' ...-,11eevIwrIIieDo i, IOTIItAltl ind curv)two"6 2, EYIDENCEMVMITTLD� 2 1 PRODUCT EVALUATION DOCUMENT IFP E.0,1, 0irawing No 20-175. ii!;+-A '74 t'.;AGE GALVANIZED STEEL STORM PANEI 4i ind .4 vakid by Walter Fill,, „ j, „ P E!. 10S5 Nt WL 16ilt $W, �Mmtl 1,*x;,.,;,.tb,0l QP.HP.QNL.N11S r.. Rk'QVLAR &..LiFL wo, 1 1 to, I'llithowl, A r bot 'i willool .1 ^ it w:q F3 Noai It"IIII o4twoo", Fill, N10.1" -I., - 11t4c)EP 4 ANv_L 4A ANGLI ooiIirli Alti ANGLE WT MAI I, IF, t "Ah aril to Falf 4 5 A*. ,_E 6A. 3/1". *F' TRACK Z) 6.10 PLI ;JiPj. 44%67 IL EC 0 to c 6LURINVIM ANAU LATjQN DETAILS FOR REGULAR PANELS.!,' EM QDSM-OLTAL3 F OR CONCPFrF POI `4� 41'�",Il,*, I�.IFL �A;TTY A,�111[�E7Z KW,_510.W PAKLT� fiY aift 74 A' IJ L 11,2 ..... . .... I 11, 11 w, I L A CASf 11LIELM) �T. IV wo., . A. III wwo� -0�w 6 1 41 F 41 wo wwwwwo 0 wpp 16111, 1 wwo%` it. I I oij, toolow. 44 wit.. 0 11 CASE- C_ (PLIttil F" "I'sI to o4 . .. .. ...... . ....... ... .... . . . wo_ .4 t".1i I "I" I'll, I litoo 1:111 1, h 1� V 441 I 0till siJIltEIIIIII COQ� K t vvic�liv 11tv'riviltroo 19,1541, 'a. At Gf1I tin ' tJ Ir JIL IE C 0,xi QVNL_1"_AVAWW,XL�,ii A, J U_Q:IQ_M Pli TO 'MCC SI; IV w. I.. aftnw A '!IV 0 f_._. I, , o 2.2. TEST 10--PORI Laril totitsilit, impa, ye,-1 %1�rllwl I Sa w-oq 201 It t, it Lob of Sol Florid. Latpaefiloodn. P.E l(WInqS pi)f Proto Fitillifilirvj Cnde 'rest Re Pon No 1123.01 Ttov!llAa tefi fewl N ',Ajl: • I I SlujH I'IFII "l ItIF :,I"Al I ctl It, is:grodanti soliliod L -ti-TIQn, ir' -F L) dtawtirl Nei. 20-171 per QC klicilaqutom .,*4rxl s"ter'l by Joffy 2.3. STRUCTURAL r,)r IJSL. ()v 24 CW CI;iIvif woo load. Lis Well 'I 1, Path 1-1, �Tlol�cefttqd longlitt basad on t,,i 11, P A 01r of Pfod,:g" �P E 0.), drawing No. 20,175 saittlon 1604 of itst Lj[y'(g4ial Jtj�- ari�c IiIid Jr PF Ii . dated 12,11 &1 A Tilki. J- P 112 I'llu'icl 401d! I,,, I ri lot 31.M15,3ILE IMPA I Larger rifissile, Impac SSTD 12-99 Slorxia TIRAI,w1r., P,E. (Florl Locloreloin 4. WIND LOADS NO, 441l Prasidom i)'Tiftill iitl,, lRorill 12 and 17 of 18 of F Maximum Anchor Si and I$ ot III, of Pvc A. i '14 C aW 0 (J) 0 _0 CU 0 Ill C) CT5 > 0 CL co F< r. 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FOR--BERTS r. if s if of - A.I �v ..";1 MI'LLII ZU _-E-1_1 _111� 11 of r�kVkli !rj� 1%joito Pori 4r ' -_ I U94Nr 7 �Z— i4w —,,LqADLR &"Wo' I L E C 01 too, 7 MAIMUM1I HL(l �l$,TQKY PAW-L.SI-2A2LATI0N I F`QVREb COACRETt'LC.Qt&.REIL-1. _Yfm (I 'i rjr FAWfli ?!I r A I, 51INNIaLl fW,;.: _'_ =I WINAM Al LAL11 II 111 3 c " h III a 1,31 91 3, A Print I'MII WA—x 7mkTw IIWANU LEWPTH If 'L— W"A t v W AVOID Lo L. -7 worru PAN11 0 oi Now 0 �r�qiri III 4 Ji it I T 10. 4, 41 INA _'To To fi Ir"ro ri.1fir.'jr C. 1 11 dr, Im 11 I . .... . . ... .. . ....... . i4MNVa tteW,1 Pf:;�Z' 71 Ilk .1 �W oiyirf Lj%." LY okor'I'Ll YYr•K1M AY MIMI14LIM PANEL LIENG"h —7—Z 7 T I." 'ri "T" kG 110 WI *Nproll V*J*t;,1V HI Z"'oli Tor67 !Atti, STORW Iii 1%1.•: WAr - 11ILLE C 0 otti C4-09At PR01I "i III �r? soi _1r-GW14r";W 7.Z JN,;T,AL,LAT1Qt4 DETA1Iti$,rQ_R REOLARJPAN U I ],NJQ WOQC) STRIjCTtJPES ro" PIN, 2 17 I iN .. . ... ... . A41 ir"rii Will �kwojo 1117' 114, r,VA-%jT,firr 7-1- It fir III,, QMT_MQvS* Iiiii SPACER AIYE 2W' 11 if e 61-11 .,T:p 1,1 .1 I. I I III, 1.1440 orr. A 1,41r, I I r r q r4 lo�g or I'm 1rill , Iwo 4 "1" 01, it WI rosoorl Afti IT L-1. WALL M.QUI A(% DNiEw 'To "Vio, K" i Viso, oi mid"" 3 we Y o —or 'm jW,, fft i'X, ��4 000moegity 11ILf'kelit Z, "LI :41 of,"xea am III n'ol It �GLOUL PROTECDON 1�; 1I ' 1LIECO , ; III �'Tjjq -11 jr, 11 " .j "I > —4— C7) Q ID U —0 0 -C LL_ C) -4— Cu '1 > -zD b cr" _E co OCT 2 8 Virtual rt - ual Review Assisi. Inc. --Idr COMPliance with P feted and app oved 7. Ed thil 1020 FBC , by Debra Anne ' (Lahr PX23001 Ilion uj It YON" :'ALL I DF_T AIL $ FOR INSTALLATION IN POURED CONCRETE. l,ONCRETIF. E i�"K QR WOOD STR.UCJVRE5-,.VA..4J1 FOR RE`,.;ULAR_ LIFE L 1_41411M,5 o *4 oc.4 it mill , GUr 94" com 0% )IM4 I 01.7 "1 timl toom _o 1141 1 ?��J _A TLA10 C AS E. 8_(PjIPW CAM....0 ;PLAN) L A Voll I III 3 41 11) IP191 U7 oA 0 PU%NA WOO At fo*%i 0 we ... A .1. ON -To �.q 10. 10 till 3�KIW- PX ol W 00K go 31.41 Iwo qmw MAW . . . . . . . . . . Nol, .4 oft . . 411, . J ............ ol to 40 44167 $1jillil CASE F �LPLAN) 6 YTAT( of M04i BUKDFNC C001_(Moo, "!I Voll—l" 14 "U CALVANNO STM STORM PANX ol ► to V� Z f", I L EC 0,,, GLOSAL PROTECUON PAi LLC. llloto� rMY MA —M J_ I kP Y #.S,D, DESION CQAKVQ.MD.M._MAMMVY ANCHOR SPACING 5_r.hQUjImLjQJL8jS;_VLAP STORM FAMEL, (VAIJO 0"i FORY PANto.,ll l ,l too, c4, ;jirrn 6 # 7) ol�lllk% till I�oo V XS t..OWN CA eo�<M 0 It P. tlpl."W. Mff (-I) - AS SWNN allo 1AM 9 ►A to 1� Iwo --- — ------- k Moll LMell AA . wo, NA ft ` , L4 tow 10 "1 , to 7 mot rottp�, UNA IIWFR ,y 13: :At Ilo to 13' 10 INIMMI 'J" if Foo to tv To i,,. on. 4 VV') tm I., in I To ft To 0 rz* I" CONNIVAll rrXwll4lf a i1t* it Al A 440 "l witfN SPACM $R_9 ,,, Wt. K 'i th 2W ON 1XV 6 W� IMLY M klr�lt IV, 940 ll AIM A4 40 PV I PSF I r,w s,,I r,%Il I A, ejoil ol Poll M&I-C 1111i t WA 74 rAM rlotoloill S?FFL ST100110 1`091 to IF rt -, 111-117CO.., "0841. PRO;ECTXM PRODUCTS. WS Aft W LLC M anNl 1 P oll I ..QE Jol -E. SAFETY PANtlood) -QKCVK'-R-E JM5 1/4*4 VwMill, u �- j 2 Ttoo 7 11A 4' Pool "ill VyLt ttrimitil CA I'l 12, A IN I A. —7-1 1 to 0 SAFLTY MILL 1 ol I. to kI. 00 .:IM I ..... . A Fly V 40 otoll�mot room fi.olll BVIL01,110C COr� 4.1:lF .1. Q� !1 1 04• 24 aw. "'ll 5TM Olt" PA�, to. F, IL iZ0,10,11! GIOM PROTECT" PRODOCTS. 77"' �7`. _*MM out F. rtMwlm *14, lioll Poor 1AAX1V1.l4 A.$,D, M,*N FRE55.0K, f—QR—MVJml1M - FMJoL INIQll,C�OMML ?( Ir PAM I VA I pfullof ell ol, I �141 t TT: t II -J. o o 19 Ill Ir it- lo To jI it o I d ij� "i VM11110ju OAHU toll "1" 1. I"ot, tl f1moo al. M rv�i m, to, oo: or,! It l: Will Aro Mw 04 its's mr1+ Pn«.mw: 1 lool 'lo I mikjol w loll I"'Wi qtlpj. A WAlK POAL LIY'17HS ARE CNI o AL I D tollit,14,LA W. oll, SO 11101 6ol oloom lo, rw Wool ...... .. ...... oo" Lv" 44167 J14 Wit GALVARM STEU STCWU ItAboil tar �QIIWICN PROLCj, fjT'�, C L EC0,P,- P "II of 100l, .4,*,o *�%t, �jr" o ltowop i Illim'droll ll:o,�_. IP I? Vl oL .,I ol Moll lifolottit, So %Ks ll'o 0 tq vm mo _12d "All 0"I"Ar we rallift Ow,*,, MIN III ..0 CM ol,,Ar, A EXTERIOR I ow-,lao"llizil , 0 C 01 A-1AW/15. A-1AWl R-U*I�6 IFF SAFFTY M.R.M., PAhELJ_LLLYA1LQN M AL vgliatll, zo.$V ,A tl,j Ia4o4sllII1t 1040L 110ft PAWL T1 L7ECO,., GLO501 PROTECTWX PRODUCTS. Ll W —7 5EC'I ION A �lt i V MIT ol IM. To It lo, I NIS T A IoAlIQN. -.0M.A.1 0. U f E_ 5..Alftfl fAill I . . . ..... PI wr J 47� .0 look 10 'Aft 0, joijify 1:1,1 pp oll . . ...... ...... WI 5, itt to o to 9 REOVW IiW 0__UFE,. SM FAM" WA_ wovM71ti WALL 140Y.W.IRGS All ^P o r k o 04 10,. WEPA %rCoPM lol f"A All�l ^fsrt, rX1 r P J, I AA� � of 'T. r MBA!, PROTMM PRODUCTS. LLC,11mw 4 ll i,KT(mo Coo lo-1,�, Q 7ME C C. 'c "ll!.1l rPtW �&Iottd`o A.,4. 4'. 01,1 1 o", ki il t I MWIT 'T_.V It III a ilk it W*" 'WIT I 7 'lips AN."CLIAS it 0, lv,1,1IvmI 'e�. PANIC T. 0 l. SSIAl FQR LiFT, 5AFFTY FANF S 791' 0 C I LI ki OR C�I)NCRf'TF OLOCK o'll I + ocr Virtual Review Assist inc. for Plans Review c OmPleted and app .' ed compliance W, . th heeled F8C 7t), jEdition L'v Oebra Anne Klahr PX2300 ViIARAI buil.0146, ONA ti 4! , 1, ..... .... Tc I, LTEi6'1m,' 0 T T 0 0 E > U) -4 (T) L I II E 7 W'/ 1111' Ty -=A %x E N 0 1 N E E R I N 0 E, X I I Nf 9 PFwoouwr CVALUATIQN RE' ONCINT sot*~ 15 2020 Attwxw1-�ftj P2 EX pftArw':: r pj""'t.'4 M.31W 0,40100040to "'T! " , Y' '""' AA*o" 1S4L''-- - P-"t OA-4 Imip- I re-'M-t Scope Of F%'�dll'lrioip I C04, IT Ok C kO OWWWA10 SCIO"MACAP P& ht*V1,A I P*R01Ag9 *mo0T� 44 Ikr TIT, rl�A'Inll r,,,?M ---1 .1 111 Thn wpwoomaom b1h 04441"W-1, LA, wfMo I, F',A^ rwAINPw got A $Toot to 201 Wxi TAf 'NII #-I U-5w,h pm 1**1 r000ni0 MI t? 40tl k1W tlW: cokitalwo t4vto bom ow4ppol"I ,rT" cmvwa" VdAce tam" wwhtlft %I "W^ "AN A"M' S(-1. N." FC, 17; -i' —" T317 I L I E C 0 armUOSAL MOTECTION PROWTS, Lj.,� 4 Impact Resistance: Won d t 0,7 cr Posisonce Plioll"I col-q-111 0 .1 Xl tr+ 11*10 rV.A,I `0 1 F111 MAI F#CA$w3% I&LIockut PlockX1 EvehawfI 11, D4CWAATflt J1 I 1,1 1 Limitations S Conditions of Uso U.. aI IN, lIt,xrf 'N'.3 t,,- II ON I a. C CI, d An, ib 1.90. Me com,pooKo Ftiod-f E-ithwtcoh Uee,Jr ,V 001111, Ni iNvigriflij to rosiv ol!s mpw^"o-ml 6.,ttli #'W mhVl LA; W tljVV4'AVIC AeO"I, to0s'POWAW I'TvO bhMoo oorftXwm "tooh am mt *CQQiV"" KN IV$ Wodk'-t A "',PVIUo oftbo$ 641AII0111' "NW01111 L*004101N11`1'rq rryg 00 a L40 toetak to" W1 a rvw2-', All -VIN-j aT,.o t. W'A'i W c0*1 S,kKh dAqv" W aii tie,f'R. 71% tOWLICt hft 10111411i4 6"4M 60 U" 0"NO IWO VdAVi0 040 "*$A V4'kx Ot 't-v t-eAq) KI 'ptrId"ilt 160 S W I J iP! %,t I it"o 7 T 106. V t N . I r 1. D "g.: r' I , '.: ;,. 114 4 Z' 10%4!i lt4l D660 I H8661i Ili& 9990 it, Co. 41 RAN✓77 f j J 1 r -7 z. ICA . I WAI it..ft •� K r 4% IT, r';7 IT I oo r 7- 91 -71 7rr - ZQQ C—Z HANG TOR PA E IMM MUREM-CONCRETE, CONCRUF KOCl'-I, r1 ' 4�,) VVOC-l!", STRUCWRES PA J xg to f 00 LT I Ip j ,7 it 7: r:10 MIA, I 11LIE C 0—, A t - ---- - ---- . . ......... SHUTTERS AND GLASS MAX1161UIol A[ I 010dA& E OFISIGM FIRM SURFS. F F-1 STCJR M PANEI S (14VHZ N NON HVIHZ t I N.H c, .4 IAPAIf fft:� AWVA�W tl6 A&DitW 00!t *11- 1,1: GENNOTES!� IN MERAL VI -10� t 'W,X".K' A ffomor Nm.%Iw M4 Air- IMM'I AM,eW 0".,I! mom ic-c'- V. r'&;42�N& 4. 4'".4 T L E A L M II Ior�j:Iiori�jb Tts!w IT m Nt 04 �v "'M'4p L I ' I M at, "CA 4. �j �, C'41 i.Z� 10 "A Tt M "I"t.MkS C1111 dIL, L 2. MAffTV'".VIIiS A CA kc 4To CONwWr., oo Rmm. mwA14 -41NCIMV0 IV.PAM"I IT Ap I V*" MAC!; 15�� VE R T I CA L III Co 0 N'T L-LEVA f (014 /-2-,\ (140-1ol 14041MUM At OlIVAMI, F SPAN'SCHEDUkE I IT rt III ALLOWABLE PANEL 5PAN i$ (JLA'z>$ SEPARA111".)P4 '-;CHEDULE. 'W� I IV ;w w �T '11 T E. ot� It SPAN SCHEOULE NOTE-S, 4! k ��IOVII t I!, A �411`4541 'M 4w'i- IT 1 1 t,K4,' I, � N,:' 1:1 "L Pl'U 11 rl ig W.-0k t-0 Gt A',q ;r'PARATION NOTM A w Ail 1 0 d 0 IT "C 07 A; 1,4 '4 W" 000 1 '-�j o - t A I I 20- 31543 A� Ik" tw'C� It r Anw �7 A7 Tu ,I vet Nt V1'1q�' rjpk; 5v �Itil 41" ANCHOR PA)TES� 4T hr IM jq� 6, W: 0 1 1�' lhr� IT k� 0 VS 41 ",,1!' t IT 1.7 J!, '7. r V. I, t mm— V 4 Al :V'- 1 :01% H: I I T C: I A N�C 7- tiI, It A!' ;"j,r,:I� i�, I T A IT llrn Ip! j "k tf 1" 44 (4 11 01:44, t*4 1 %tji t;X, t &j. J x 1; �I 1, 1, ��I¢�� 'IE-1 a 0 (7 �72 t U-� (D C— UL CU OCT 28 ! 2622, Virtual Rev V I review Co W Assist Inc 0 ce With t leted and ' M2d aPproved e 020 FaC 7t Oebra Ann Klahr E4 P�2317,diti0 h ofwr 4 a EL F011. D UP WEATHER (D TEMPMARILY SFCIJIRF- RAII R QUIREMENTS RESISTIVE BARRIER & NLA I MLIt 14L515 I IVL VVINUOVV UMT SHING' SLOPE 01, 3 In : 12.0 In R 0:3 1 Gene r .;I i�i vith a %,vezither resIstant crtwo ic,p, tic r-,xterior efivoicipe Shall > L) ')OD F4, tF CONS TR �] -: Ctr'l � 30.5 (,'rTI) include fashl 0ExtEWUk i,i'l APPING fX)WN SLILF-ADHEIRLD FLASHING ()Vf"R RIM.10l'i T I IR f', w I i0il D 01 IXX Jkl ANO 0 -iali bp otion :)f'o.atcfr WALL BY b IN tit, 0l:_iJI?NUV JAII Otk LIUU R703 1 '1 Walt� I c r o, r a I'I e n ve Ope s designed and constructed in a mannef that prevents the accumul, CL PXTERIOR• NAIL bHANLI UHLU0ALVftAfHL:I, Ian( haf5ier behind the exteri(m cladd' !j S#�,(;tjoij R7:-Q j,,�J -:t r1leall-b, of Within the wall as tt.-qullt' PROOF CAUI KING F--"--CEMT FIN U C/) Z56 draining to thF. INLA I II I .f. � -11 1 1 7-3 11' MIT kF 1) BUILDIN6 PAPER M, 7) R17SISITIVE T' 0_ 0 DARRIER 0 ',f Al TOPS Of .1015 > 0 ca- 0 WIRE LAI H R703.2 Water free fiu��rl 0.,01ply1ttIq v*,ItI) A- Tf-� LQ�115 for Type I fiI other 1 4 - .3. 7;.' approved wat, No, 15 asphaa fe t wtia0 be applied ll�orizontally, (srr DrTAII WFI 0 C7 VAIH012 jOii'ItS OGGLIr, felt "hall be lapped not less than 6 inches. Other .-ADHERED FLASHING 01 with the uppie 7 approved mat 11live balf,eir Inanufac-II �w!�iaflation iristfuuiI 711t No 15 f IFAD II IING TIE -IN INSTIRLIXTIONS- . --r.- 0 U LI I T" felt or other Le cont�nuoul� tQ the top Qt tt%ak!� a�)-J teTrT!!r!ae1JJ J1, �:Q!Ivt' t�, n �3 t 1 Cut, fold uo & ternporarly secure weather refwislive barrier aboyc header to allow for appenclagesil CL Tl� IESE DETAILS ARE GENERIC AND I ad -I- I "— n_ MEANT TO St IOW GENERAL FLArEA-UNG noshing installation _n - 'I- U) < 2. 5c1r-@dII trashing plus neap Ilo5ning urnuct R 7 03.7.3 Wal, lIe 0 P 00 1 )ta led (equlred m Section R7032 arid, whereapp d vrw C-)aS AND WATERPROOFING METHODS TO 11�hoathinn sh: it �,i � t(i two of "'i •.j, 'i? D ^v4',w Ttift. SE USED. naRhinq and spal vnth L Nm SELF -ADHERED FLASHING Scale: NTS SFI.F-ADHFRFD FI-A"'zHING I LANGED WINDOW : FLAGHIN<' INSTALLATW)IN AFTER WEATHER RESISTiVE BARRIER wpoF XTFRIOR DOOR WITH DECK - SF (' 710N A l E VC-l" F+A0 It* CONSI'R ADD IL 10 UL APPLILL PLASTER 31trCEMENT T1 11101. D Or DOOR AF 12 Mr_ DRYLOV, Cl0ii) - AMFADNRY 8; OCK OR rOt IN Wf A 11 IT'R P4 k I X G IiL-14At: I It P IN I it W� ;A I 01I C' OMRA t IP a T ". "fle SIELF'.ADI ICII B)srAi ANT AT 4) hfAl AN KPINI WIN DOWSUI OUI SIDE EDGE OF MASONRY WIII 81, 2) SEALANT JOINT '17 At ANT rROM INSior rnnr car wiNnirm FII ACRM VVINLXM BUCK• `t[ C I K)N-A (SL U. DE IAIL VO-_� AND EXTEND 10 1V4N(X)W FRAME MASONRY Al fACI ful" I ocii-Frow Al AN I REULItFILMEIN11116 nrm) nRIWIIII ( I AnAND WINDI'M ',ownj F'RAMF 3ro SEALAN If VVI,NLK)W FRAME SFI, F-ADHFRFD FLAS1111*1 WNDOW BUCK ALL I HE WAY I 00 NOT CLASH OVE- R (2) SEAL [OP,,Ut- JO'ISTS 8011 NMLINC. Ikk-KIW� F I AN(it- ISrF DE TAI[ IAIF'07r SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SLl_F -AUHLRLU FLASHING A'F: F -ADHERED FLASHING FENESTRATION INSTALLATION AND INTERFACE HALF ROUND VVINCOW FWP04] FX7FPlOR DOOR WITH DECK WI`-ATKFR 111 rvt ndividual IaYF rIf'1.?K C��Ite �u;;Q�� t�JerIucy iqaiin -ctp .1en the layers. ir-r,:ordance w dbetwe SELF -ADHERED FLASHING Except 1J%.Jt is applied ovi*,r o;ctod-based shcatr.Ino water resistance �v P ENIT. FINISH SILL.tPOTSHELF/ CHIMNEY SI-iOULDER WP03 pqUal 'h'l' (3rade D paper and is �eparatiI from the by an substai r Cstgneddiainage space MECHANICALLY FASTEN IF R'l C. P � ZIE D i A. ' q NEEDED IN CORNERS ASPHALT ADHESIVE ADII _IGH SELF-ADHEREL) R703.4 Flashii- L'.: t�eltf,adhered rnprTibrane5 and w,�:II flecuie flat-Iti;nq t;-haE be appliIe'd AUMN(x t;L_ NG ISSE Lr,.AD HERE D FLASHING— shingle-fashio I :�Ii %1'4h the ni"11 �0411 fic'.'roillj soaI� t)e corrosion resistant. Ftuid-applied membranes AJrGED WINDOW II DUAlk. INP01; ; be applied in a inaiI to fir e,,ent the used as flashil insteuctions.All flashing shLill SC( entry of water clf,.,vatei to the building structural framing comp:nerits RELEASE PAPLR ancs u,cu as ,%�,%IA (1 All e.<t,:,nor fcnc,,tration PrOCILCIS Sh,-; 11 Ca-' �klf-adhcred 1 7 scai.-.d al the ("'135S '�b 6ia�le N" CIL gfeater ror prcncr cxo,3nslon and -L ADHI- HF. R A101II1 !he building w a !;ealant C A �,C. PA Pf 11 X AANIA hl:!!, or Minor appropriate for tho type Of sealant. Fluid -applied membranes -I aCHO A MINIMUM C ALI) 1CF0VE AS StIC110NII contraction, A - -RIWAI I Y I$ F401.1 )TTOM OF flashing in ext, ;hall coiwiply with AANIA 7 14 T1;P fii:scl-iing shall ey.Tend to thp :;Iwface of the exterior waii finish Approved fla;hiog' iRII 0 shall be ir%tal r the and dooropemings, F!a'_1h�J1Q -_'z QX, erl�)r ind 'jr�or shall extend to thc� �;,,irfjw c�f the exteriOr e A- finish 9,-, ar cornpl yi ng wi th �ie cticin 7 U3.2 for s LID seqU P. Tit I ra or age. N1 echani cal ly attached flexible fleshings "/ �7' - shall J Le, i,,,�r viindow and door open ngs shak be i%,*.a n acc�o� dance �� ith one r)r more Of the 2) IIIvures' s wj oit for applications not Pdores,;ecl in the fenestration C ,1:,c.nr,t,)rcc',,,ith the flashing nlAnUfaCtUrer"S, InStI`LlCtlons Whcrr.� f'lashing instructions or datatis are r 4) f n �'Jeu, 14" 1 " -,s i i , �% t;nror opening,, I pan So�;'w � �' 1 1 .,:: At .;, f -,rj n -j 1, r 1 1?1 tall I,e, 7�f�p C_, i .I r �1111 .'.I "tag QQ 1I Ak'e�"t qf If ll'�" �. t C I I., - . , 1 '4 ! i finish nr fr% tha QlAridir rQq';'Zf;-Q Iinjrr;.Qr for cziiKcat "Qnt !Iitq,,� �iL_.wq pan flashiing shal fn proteOton at the head and sides. 1 2 1 2 Ina in�� Ndcs�qn or method n': a ri,_4,stered design profc-ssicinal 1 1 1 :1 In .3 SELF -ADHERED FLASHING r r-" e�r rz 00 1 4 In a( 2. 1 !.�k WP05, INSIDE W P A'A'iA' 200, FMAA`VDMA2�f1;0, FNIAIA`r,,�L ;00 oi F%IA AAl`v1A,'VvnN,1A 400. 2 2.At I ;iiiso-vy construction with frame Or stuccov_:I:lt', -.t*h projecting lips on both sides under stucc Ground 3,3.Unt at the endr, ;if cincl f0ki 4 4.Coti .:slyabove ff! Ocr 5 5q - of s*aws atta<,ti to a-,;I;Prnbly of 4%ood-'fraime construction, 6.6.At I Water Resfulant ballour 1./.At t V M"I JAIAA Sir I ANC) HEAD r I IFTAII Lath APPROVIF17)SHEATHING -_� —1 .4athho PATCH Sho APPROYTV HOUSEWRAP — STnUCTAI1 ATH TWIN TRACK 2 5 StLIC00 ,i 4:EMEN � PLAIS I t k 12 Mit (min) rAVI OK rxrRrmr' . . . . . . . . . APPROVED FLASHING TAPE DOU ULL �d JOIST -V'SEALAN T SOCKET WITH T0(AJDAP1T'I10VrDSFA1ANT II SINGLE i' F'WOOD BEAM • FourwiI wall''* BELOW `,�_Lt -AL)HILRLD F LASHINU SELF' FLASHING '4 NIIN 2 SELF -ADHERED SELF -ADHERED 4) FLASHING FLASHING SCS 06 02 1'VINDOW FIN INTERFACE WITH SELF -ADHERED FU\SHING SELF -ADHERED FLASHING =0UNDATION WEEP SCREED EXTRUDED ",_�IHOULDF P DECK JOIST WP07 OUTSIDE ("OHl'q1 WP08 WPO9 -F 7� 2x FRAMEWALL SELF -ADHERED FLASHING LEGEND I .,. �il, 1-1 AISHU; iISAII PRODUCTS DETAILS TILE FINISH_._._'-__�_._�� DRAINA61- PLANL I F1 ANF (Dfl� IATFA Tl ITR RFSISTANT hARII f,*VF?,h1 LIJ WATER RESISTIVE BARRIERS ARE REQUIRED BU IIND STUCCO U) I �, 1ND BREAK =8 ACND RlI Wf All II'- ANT BARRdt R 112"DUROCK > Sri I'' I rn PI ASUR AGCF8S0RY PER THE FBC RESII)t NTIAt 7TH EDITION (2020) SF IATI I ilfl:A J` HINQ.'OSW. PLYVO". DENSOLASS 1'4" PER PLAN Detail Instructions WRAP DP WRSON101 V-0" PER PLAN l't IF VrII IRMor to the nornher markedas in each detail that cormsponds to the Q; Ai,'r Ti, 7 CP OF numbered itenis in the list of insts'Lictions below: k. I • SLOPE V j- I INCH F LANU 'I Install self -adhered flashing In uidei as shown by numbers 8 110 U 2. III flashing and weather resistive barrier to form ,h M.drng w;itrr 4"ORS"CMU I aps A - (PER SEAT DEPTHS z J. Self-ddhelI flashing (;jvi be Substituted III building paper z FRANING < < 4 Split the releatw I using the ripcord (Split release on dellialld, t�l, 0 4AL 14ht. i1q, r mbodded in the adil layer) - for (lase of installation and to Ir Ir t$ GAP IS A RESUI, I Of STLI'l STOP W Lli PLA, I FILL WITH GROUT A S I I 110 Ul- bAF _%M n NA I URAL SHI UNII V) — W NOT SrAL, 5. nemove all release paper per Standard installation instructions and '�Z' D"INACT PI AW 61 IWI� Q) 8AC;KFR W adhere to !$Ubt;tioti., using asqualle piece of flat-tonq material (15" x 6" 777M W I,' "I rlW f 0 DP I F 1�o� �'� I r:) PIAST IC LU Lil t I. FI i Imr) RRF AK 16URR Minlinurn) SLOPED MUD BED 6 Fold as shown by arrows CC la w W 7 Angle of cornermay vary, adjuSt li)kling of the flashing accordingly 14.-1, 3; [it to corner VINYL SHOWER PAN A 0 fit Iiq A __-,-- -..__ ,._.....__� • � _._ � � -.�.. 11,a 4 U) 8- Mechanically fasten ;i,.; y 7 ZI < st ALAN 1 f.;•k!i N TI Tif)US', FINISH SHOWIPP, SEAT WP1 1 ;DL)I+T I I iL;ANTILEVLR Nato., ril., C IInV for Glans ReVIeWV18W Ass 'OfitianC0 Wit pleted ant, 17 c by Debra Ahe 2020 rdaPpro 0 S ii wec.J ">1 + (D 1c e or SIMI ar tarnpe Cauk bottom �dint only C_ InstalleiJ A,." ref RA I I Cerrilent ll� inaccordi J.-,:(,j ative FLIS irtish with '>STI de and OVO .14 Wool J, i7ni-ripi, will floor k., butt joints need to bocaulkcd ttsinq Note: -tie building paper, andl metal lath roust be installed over the top of the Weep sc.rep WFFP SCRFFD E)FTA'i1__ SCAl F: NOT TO S(','AI+