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IWO N 0 N N N 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 H DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.Er 1x4 r 1 X 4 1x4 P.T. L ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" L FURRING 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16 #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCONS 11 O.C. & 4 2Xg TAPCON. INTO STAGGERED @ 16 (TYP j ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MA MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL D 90° HOOK (TYP.) STD. 90" ` �I @ TOP & BTTM CHORD, AND (8) P.T. & 1x8 P.T. 1x4STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, WEB 1x4 P.T. DOOR JAMB (REFER/�. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W! MIN TO PRODUCTOIL DOOR JAMB REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° ' AND BOTTOM OF L JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ❑ NOTC F� @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" wf (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 I ` INTO BAND JOIST & (4) 1/4' 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ' t5" FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16°10 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX n 2'-°" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID w/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1BE OW701 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '• 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4' TRIM PAINTED FURTHER INSTRUCTIONS. .• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL " F CHANNEL, SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C. OVERHAN •. ,. a CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER . N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFITINSTALL ; 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB W. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN DBLKG. CONT 2x4 CEV OTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH PER 4 MIN. OF BRACE BLOCKING w/2-12d NAILS ("O CHORD EVERY OTHER SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -'� 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (") FOR OVERHANGS BETWEEN 3/4" TO 1 17 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC ) O , �� IF USED W/ 3 #6 X 4/z WOOD --- - - - - --- 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS 16" O.C. MAX. OR IF MASONRY WALL / @ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � I LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4 EMBEDMENT AT 16 O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED - °� SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE ° +� ' • ! 4 EMBEDMENT INTO ) B-B ,/4"MAX PER NAILING SCHEDULE ALL - — -- _ __ _ �' '�•' •► , #5 BAR '. 2'_0" 8" STRUCTURAL SOFFIT �� ►' .• r,°•' P , p 1'0 • .: CENTERED W/ BLOCK HEADER T TOP BTWN. ARCH 5 12d NAILS SIMPSON S FO ++ IN TOP BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS " = .. "" SCALE: 3/4 - 1 -0 ( )FOR ALUMINUM SOFFITS WITH SPANS ° • .' . KNOCKOUT / 'cQv S REV. 09.23.2021 > 1 -4 , INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA • • CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ / 1 2 x 8 VERT. W (2) Od NAILS AT EA. END PROVIDE 2x "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." d MONO FOOTING -_ .. • PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF PROVIDE 2 O MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W / (3) 12d NAILS ' .• �.. SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • • p 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT ? z TO BE INSTALLED .00 '-0" M SEE PLAN 2X 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" �FR " � . � STANDARD 4 BUILT UP PLWD. BUCK- DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Hq • : 90r HOOK � SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGT (2)10d NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELL �' �' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY +� + + ..10 . . .. ` ., .: BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING '% `✓ �• r �• � r � `✓ � THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L + BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR `� �• CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") y, #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M Cr o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'41 SCALE: 3/4" = V-0" SS to SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP_ NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° y ; v A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° p > ' `�� SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR w v CL 1 REINFORCING AS FOLLOWS: SEALANT " — 1/2" NAILS TO STUDS & (1) - MORE INFO LL' °' g PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g° ° 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO " PRESS PANEL REINFORCING INTO PLACE. :' 6" MIN. LAP SPLICE W/ p p EPDXIED w/ SIMPSON "SET" 1 z EXISTING FOOTING (2) #5x6' IN CONC. " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & "' FILLED CELL SMOOTH. DO NO FURROW. . p ° ° 3 MIN EDGE DISTANCE N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6.1MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST owo SPLICE NOTE: i14 ° p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - \ o ; H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 4. 1 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. (1-STORY) ` \ 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 3 #5 REBAR. (2-STORY 16" MIN. (1-STORY) () ) A S ECT I O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. OF 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE APPLICATION MANUAL AND INSTRUCTIONS, SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ' D 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 MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" M car 0 ,I C3 tN s w C li V N x + C W Q O � H e010 N O d E w c 9 = d � � Ix 3 cc �odd� In o a e R o a P,0W •- S-( r� • N �/ FJ0 cV W \0. ,fit �'• F LC3�" ' 4u To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» W H E N ap C '50 tri M v w rl �LLLL u a Z0_ (0q°' a L£ 13 �m 04 O 7 W 82r-F)mw Z N M Z Z OU W ❑❑ z 2 f; a � d N N 0) Zrn .5 1rlW1 � OW 8 (n tV c N 's CD LU = d U c M � U_ p w o o° ) N ?o QIk ✓= lJ H w 0 �$ 0 a 00 Z O E �ro U <LwUID, 0 = m 0 °z v yP Za J �m o qZ Ez zz go W °O Ka` 0 Zli15 V ?r IO >� LOrn .-�L0 lit co O j L0 J r Cr T U) N T m0 m b }j 4— L 0I IL CO) CN rn o Ln Nco r E rp c, t 7 `'- V T 0 Z E O ai E m a. v _j a o JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. SS