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1/4"MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- ER 1x4 1/2" D DOOR JAMB (REFER 1x4 1/2' DRYWALL DOOR JAMB (REF ;tf RYWALL TO PRODUCT P.T. F TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 wl P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"03 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/2" DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT F- F 1 APPROVAL FOR CONN. X 4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.' T DOOR JAMB (REFER TAPCON @ 16- TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL N. 1x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT DIST. APPROVAL FOR CONN. �j k'12"DI 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" i 1x4 O.C. & 4" FROM EACH i 02"EDGE TAPCON @ 16" O.C. & L FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY w/ 2 9 rT x P.T. A AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gy n TAII 9 1/4,, n TAII STAGGERED @ 12" O-c. 3-1/4" DETAIL BUILDOUT @--1 OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. k Ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4"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 __ k (4) 10d NAILS INTO BRACE(S) 7/16"OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR t SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od 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 SCALE: N.T.S. SECTION 2'-0" 78. A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END —PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B /4"MAX EMBEDMENT INT��. 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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWNN, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) )0 ATION 1��UL* 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 13-13 ARCH DETAIL rK SCALE: N.T.S. �s 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 REB4 (TYPj STD. 90' HOOK (I +5A NOTCH WEB AT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4"x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 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 4Y." 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 LL (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 JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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 / I/ #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W * W * M * AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. T' COVER 6'-0" F.F. 11 IH III III Y GRADE % A' N 7 M C-4 t "_�(2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I 1K1AnnCE3-rADI C 1KI0rAI I -1-InKI FILLED CELL INSTALLATION _( H SCALE: N.T.S. � SS SEE ARCH F'LAN AND PRF_ ENG I SS Dt-�*I:4 SEE NOTE1 BEL(_Ww� Zx SUB F AS Z IA _T --- ----- ALUM DRIP EDGE CIA BR1"$'V�ALL -r,�PE ALUM F 1-34' TRIM PAINTED ':,S NAIL W/ 506" HEAD F CHANNF1 0 C `4 FASTENED PUR )IA vj! 2 NOTE 2 BFL( - 4 , I ... I t- CONT VEN7C[; ��R SOFFIT CCN7 _'x�4 I ' All ED TO L N BLOCKING NAILEC? T3 TOP BLOCKING w12%,,z(I NAIi CHORD EVERY 01 HF:� I 111�_ SS wl 3-12d NAILS, TYP. 1: , bijILDER TO VERIFYIPROVIDE SON` NIATERIAL SPAN CAPACITIES BASED �_)N 'it DEtAGN PRESSURES SPECIFIED f�OR (XrelPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN FOR'SC)FFIT ATTACHIVIEN-1 A I Vd%� I Al PHA ALUM. IW FIL# 116,144,W, F1 PR�,IDIJCT APPROVAL) F C1 iANNCL TENLID TO� .. IJIN. EMBEDMENT 71.1J wl T NAIL .097- DIA- 4 24' O.�'_, �� _� ViC IX) -A ', 1) 16 CA 3!4"xl14* CROWN STAPLES..-5) 24" MAX O.C. IN DtAMOND PATTERN SILIB FASCIA w! 16 GA i;4 x 1,.: (:R(WN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 ,,C_:ALE- 14'- V-0" FOR ALUMINU?A SOFFITS WITH SPANS V-4", INSTALL IV1ID.-,PAN Ht IX.'KING) PER THE SOFFIT FL PA INS I A[ L ATION CRITERIA �REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + + 7/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED _qo� TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL ---j S% SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO '(MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-101" SIMPSON HTT4 w/ (18) 1 Od 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 Ml%r-- MSTAM STRAP qrAI I=- -'A/A CZI=F: -qWP:I=T 119 AkIrl z 0 0 U_ 0 W ZD 0 C0 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 W1 8d @ 4- O.C., 2 ROWS STAGGERED ,2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO -SIMPSON HGAM1 OKTA @ 12- O.C. w/(4)1/4xl 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112"j 1.1 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 RECI'D. 11-011 51-011 INISH A I� #5 B AR t> [7:CENTERED W1 H 015: IN TOP --------- KNOCKOUT/ CHAIR BLOCK A . . h . .. . . I S I 5EI % MONO FOOTING A SIZE AND REINF. PER PLAN AND SECTION DETAILS .17-1 CLEAN FILL J DIRT A ffTANDARD 9 #5 BAR IN go. HOOK ZN FILLED CEL Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC, ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING 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 I j . EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONIC. FILLED CELL n SAW CUT �A SECTION SCALE: N.T.S. SCALE: N.T.S. OCT 18 2022 \/V\ Virtual Review Assist, Inc Plans Review completed and ap for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 CNI C14 C) 4vL0 0 co LO < A 5 E, UJ UJI z (D 4) LO E > 0 0 a) >1 %0 CY) (n C) 4- V U go C: E :D 0 LL 00 00 < U ,0 < 6. u LLJ 0-- 0i ' C c,() E W O,i W 0 LLJ F_ W LU 2 �_ 0 LL18< �2;� �Yzl z ( W < �=�_jW03:WOLL000-0 LL Cy x 0: OzM00I` C3 0 F— 0 U) (Z 0z LL 0 EE g0m;zz LLJ V5 Z W U) (L > Z W W �_ U) it < 0 0 z LL 0 0 z �e z 0 W _j < W z < F- P — M 1116 0 a. < LL W 0 Y z 0 < ,c � LL < 0 F- LL C:) C:) z (N W 0 > p z (.0 0 F-: Ce) C:) CY) P__ < W Lo _j U) III- LL U) r--. z W U� Q_ cy) 00 < Z 0 z W W _j (0 C) C14 04 C) Q C� C) C3 C) C) 0 CN (n ir U, C, c; CD U') U) > . . 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