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C14 :51, L0 cio L0 L0 In 2 0 0 E A 51- -9 -9 Lz 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER F1x4 F 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOORJAMB (REFER-\ F1x4 TO PRODUCT P.T. F TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION DO NOT DO THIS 0100 11111h* 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. APPROVAL FOR CONN. x4 X 4 APPROVAL FOR CONN 1x4 P.T. E E *%* #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS T TAPCON @ 16- O.C. & 4' 2X8 APCON. INTO 16" Ll STAGGERED @ (TYP) Im Iva x8 P.T. FROM EACH END w/ MIN.. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE V DETAIL 4 1 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRYTHROUGH 1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 STD. 90A 4% @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. — STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) %, t t I FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. DOOR JAMB (REFER TO PRODUCT / v J 0/ L L -71 -METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 112" DI NOTE: APPROVAL FOR CONN. F- 1X4 N. 1x4 EACH END W1 MIN. TO PRODUCT - LAP SHEATHING TO DOOR JAMB (REFER �j 6" TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL x 3-1/2" TAPCON @ 16 APPROVAL FOR CONN. i" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH i) FURRIN TAPCON @ 16" O.0 & END w/ MIN. 2" EDGE DIST. IST. t NO FIRST COURSE TCIN j \-SIMPSON HGAM10KTA@ 12"O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2'1 w/ (4) 1/411/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 A%* INTO BAND JOIST & (4) 1/4'x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL O.c. 3-1/4-1 DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES \_ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc—,"'� FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION ( �H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. ' SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S7 SCALE: N.T.S. IN, �s 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID W/GROUT Ir 2'-0- 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS PRE-ENG TRUSS DESIGN 7 BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4) 1/4"xl 1/2"SDS X. SEE NOTE 1 BELOW 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" 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 #) 3' 2x SUB FASCIA 2 x 8 45 A DIAGONAL (4) 10d NAILS INTO —LEAVE A CUT OUT IN O.S.B. ON THE INTO ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7BLKG 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BIRG 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 DrAGONAL BRACE AT EA. i S AREA PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 1 Od NA NTO 2 X8 FACE OF ARCH W/ (3) 1 Od NAILS ILS I (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. OVERHANG-L A L! CONNECT W1 8d NAILS BRACE/ BLKG. C FASTENED PER \_2 N.T.S. _j K NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT J x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN.�OSB L) �W� INSTALL WDW. SCREW ANCHOR� PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 CONT 2X4 NAILED TO 9x RI OCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NITS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS 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 1 . G.Cd BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 314' - NO REPAIR REQ'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/ 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 FIL 11-011 51-011 SCALE: N.T.S. Ss 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: L 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (11/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA W/ 16 GA. 3/4"xi/4" CROWN STAPLE @ EACH GROOVE EMBEDMENT INT;;I�. B-B /4" MAX PER NAILING SCHEDULE LL j% #5 BAR T-101" 8" SIMPSON STRU CTURAL SOFFIT V L 1�0"_,%. L CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS 1 SF01 , ow IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 HZ5A W/ (10) SCALE:3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS --------- KNOCKOUT/ EN 8d NAILS REV. 09.23.2021 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3 SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. O�� TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T .S B ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL 2x8VERT.BRACE(S) INSIDE TO ALLOW FOR INSULATION ��ULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT zi TO BE INSTALLED 41-0" MAX SEE PLAN .2)(0 TRUSS AS SHOWN FOR O.H. UP TO Z-16" BUILT UP PLWD. BUCK - DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. ffTANDARD gor HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + 4 + + ?1H (2) 1 Od NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD + TO TRUSS TOP CHORD FILLED CEL k. L 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 + + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" t + PLYWOOD SHEATHING L PSI, 11,0; Pkve 0 THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �k ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ ENTRY BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. 1\ INSTALLATION OF SHINGLE SCALE: 3/4" V-101" + TRUSS + REQUIRED TO + MONO TO STEMWALL FOOTING SECTION DETAILS �s 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. 7:! 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 EENTER SOftIT DRILL 3/4"ff' 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 'IN". 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 E 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 i W ' M ' AT PERIMETER 1/4-1 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/411 EXPANSION BOLT (2 WHERE THIS CONDITION ff � (MAX. 4'-0") #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 EXTENSI ON rM cr_ 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 I -Off SCALE: 3/4" = V-0" 0 (EVERY OTHER �s FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 rA SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL PI`7 SIMPSON HTT4 W/ (18) 10d x 1 FLOOR PLAN FOR LU _j CL REINFORCING AS FOLLOWS: SEALANT 1/2" NAILS TO STUDS & (1) - A MORE INFO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIEDW/ SIMPSON "SET 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 � .... 1. :;,.. - SMOOTH. DO NO FURROW. . ......... 3" MIN. EDGE DISTANCE 04 DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE T SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. IAP 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N CY) REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. < 04 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS L4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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) SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 4 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 100 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION 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" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONSFOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4"= V-0" CV2 C%j C= c� C2 J= � C� CIS IL--1 C-4 5. F cc E F CDs Ir-P —.Tq 01� FL To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontained 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. W (D 04 0 oo 1,0 u` v C'j 0 Cq U. u-CL uj Z z M Ve 2 0 0 AMT W 1; 0 , z r L z 2 M C11 < 0 3 0 z 0) 00 0 < U) LU 0 LU (JI ::D S V) cof 610 1— LU A < z z U_ E 0 E 08 cc '0 so CL E R. 0!1 . , O� < z z 0 Z z 0-. 20 0 �z z r .0 D .0 LID LO a) F- LZ co U) 0 LO Q U) LD L0 CD 0 U) c) 61 CV) Lo CV) E LO 0 z M z E P r_ M E 0 M JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. SS