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a co M M N Q N 'u J t2 LO v c� C 3 C 0 E �p S i tz 0 UI F CL tp J t� 0 S a N r 3 cR 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT 'i; PROPER INSTALLATION MAX.MAx' 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. i.%, '% - ' 1 X 4 APPROVAL FOR CONN. i , ; '; ii; �' P.T. � APPROVAL FOR CONIC72X8 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED r ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4 lx4 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� FURRING �' TAPCONS �� (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD 4" TAPCON. INTO TAPCON @ 16 O.C. & STAGGERED @ 16" ` ' 1x8 P.T. FROM EACH END w/MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL . D. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL (TYP.) STD. 90" ` FILL SOLID - @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) - FACE NAILS 10d @ TRUSS VERT. WEB x 3 x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAP TAPCON 16" �� @ DOOR JAMB REFER TO PRODUCT; O.C. & 4 FROM ( APPROVAL FOR CONN. 1x4 1/2 DRYWALL ;;; �= %-' NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %' ;�� / '�j 2x8 P.T. w/ (2) ROWS 3/16" 3-1/2" TAPCON 16" LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL x @ CONN. ' ' ' ' 1' .. APPROVAL FOR , (2) ROWS 3/16" x 3-1/2" �. ';; . �; O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ NOTC @FIRST COURSE ' ±2" SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. O �� 2x8 2 ROWS 10dx3 = INTO BAND JOIST & 4 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATONPLAN tl'H FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.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 _ 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX r SOLID W/GROUT ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4x 31/4TRUSSGN " TAPCONS P" DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SEE NOTEE ° 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 RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN ( I 1-3/4 TRIM PAINTED FURTHER INSTRUCTIONS. ° I . ° SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS F CHANNEL SS NAIL w/ 5/16" HEAD OVERRAN •;� ..:' •:. � .. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END I RETROFIT TRUSS DETAIL FASTENED PER DIA. @ 24" O.C. :..,A :• CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT •: ;: : ' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN TOP CONT 2X4 NAILED T 2x BLOCKING NAILED OTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE BLOCKING w/ 2-12d NAILS (*� 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 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 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/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN.�-rrr-n12 P MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL Q 5 Q SCALE: N.T.S. JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - 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 ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° ' b,tD WITH 1/4" x 31/4" TAPCON (1 1/4' MIN. B-B PER NAILING SCHEDULE ALL > r ° > - STRUCTURAL SOFFIT �1/4" MAX EMBEDMENT INTO ) 2-0" 8 �F ° #5 BAR .• " ° .. 1.0 ° D • RED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON � 5 12d NAILS SF01 D' • : ' � ; y ° N TOP 'E911 BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > , • X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► sa .'' KNOCKOUT / iv i THE SOFFIT FL PA INSTALLATION CRITERIA - - -- — - e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d - l d ' NAILS AT EA. END PROVIDE 2x PRO E REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. - - MONO FOOTING e PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ 3 O '� SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7ARCH JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 • CLEAN FILL • • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT b z TO BE INSTALLED 4'-0"MAX E PLAN ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x O�FR P. ° STANDARD BUILT UP PLWD. BUCK - Nq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. °: 4 90' HOOK N " SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FIVG7 (2)10d NAILS @ 8" O.C. H 0. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4W WOOD + TO TRUSS TOP CHORD FILLED CELL - - - �. �,, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . s . _ �� j 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 .; �. , �. , �. , .• • .� • ' Sk- THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-13 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" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 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 LOWER7 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 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 HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") >. 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 #5x6' EMBEDDED INTO EXISTING BOND BEAM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" =1'-0" SS 0 Cn (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° Xp 0 U A a. SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ° o SIMPSON HTT4 w/ (18)10d x 1 w U co REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1 ()' MORE INFO I¢i a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p ° — 5/8" DIA. ALL THREAD ROD g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P o EPDXIED w/ SIMPSON SET " " v z _ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. : ::'"" ° �:° 3" MIN. EDGE DISTANCE DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST }'' " " SPLICE NOTE: it ° Q c' REMAIN FREE OF MORTAR. ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • e L4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL %\ ' (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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) \ A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORK WITH MIN. 3" COVER EA. WAY . EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a 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" = 1'-0" N " Cam- a ^. *' C..9 N m sf mtL.L. C> cc N N G d d u tz d ca N � A 0lW4% ,1 ;�. rr N ' C \ N . V�AS .fit '• O F L .� r��AROF/ESStON*� �� %• k��ti 11 l l t i��*`�,�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 91 H Q O E O M 8 O U N ll .� C r d!l jj),rZ c` �mv JLLLL I w a 0 0 Z a 4 j W �g0 ��pj t CL m w ° 0 t 4 z = OU W DD � V M z N z z a v J Rom z M o C2 N [a U w 0 a _ O U w •U E al U Of ¢ N w • � 0 see ti (op W Z M LA_ a o zo > E oI go Q E H ld 1110 o xU oa UO �U Z — O N oa gi o ao Oz z 1 ¢� d _ N= _ 0. yo m0 zz ZF Z C%� J zo NW pw 8W dz Q SSS wLL �W o w M OIL 83 °0124 _ LO rn Q ^�, t� � � r CID N Y Cr �C T m m Q O N 0) e.0 I N 0) L0 M Q � r ci r H z z r_ E M N a v � Q to � JOB NO: 22-08313 SCALE : AS NOTED SHEET NO. SS