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38078-38096 Fallstone Way
AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Cirde CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wali Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Minor ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rod. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION REV. 06.23.22 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M ■o■ iMEN Rim UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A 8 — UNIT TOWNHOMES UNITS"A-B-C-C-C-C-B-A" Im Em= INI F*4 P1 rl.. 8-UNIT TH (1532- 1516111111111111111111 1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET FOUNDATION PLAN - 2 3 UNIT -A 1532 FLOOR PLAN �t 3.1 SALES OFFICE PLAN (OPTIONAL) UNIT-B 1516 FLOOR PLAN 4 5 UNIT-C 1624 FLOOR PLAN t 1st FLOOR BUILDING PLAN 6 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION RIGHT AND LEFT ELEVATION 9 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -13-1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS STRUCTURALNOTES SN SN1 DETAILS S3M MONO DETAILS DETAILS S4 S5 DETAILS S6 2-STORY DETAILS - ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PRODUCT APPROVAL PA 1.0 PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL SH1.0 SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1 3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer 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 our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 co r c � W —� r- o r-o WGJ CV — m k LA- ryY ao w c � a .Cf Z, aU _ c o 22 �9 391) Fv CEO � ����t,urntr►��,, p. 1 '• cr. • w FL 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 6 N o o 00 C N LQ tri ANoA i 4 44 � MLLU- LL wa ul I a- Z i $14�; i 0 oW 'm�" ° s W 0 Lu m z LN C',z 11= YN O U y W El V z z o v d � N U) v 1 o o �4—J N U g O_ ur Ln c m �V) .3 U Q 0 04 spa - _ ova a n O Cc R .3 Z M o� O s� � �. -- L ra Wp0 %. ww �J m Z Cl)c <00 �Yz� Cn J a �Z Z go Jg _ o 4 rn CV S o �. CV W.) r- C m LL CD_ O _ T 0 O 00 Lo rn M N O to VJ � T d' a ` 00 m N ' CM T' — T o Z E O M c m a U S ¢ p JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 1 I NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 � tz � OR FIBERMESH REINF. SLAB THICKNESS r SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN o tz c~n 0 Lll N LU CONTROL JOINT DETAIL in SCALE: 1112"=1'•O" �r •-" #5 CONT REINF. ZD SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE A FOR EA. HORIZ. - REBAR, TYP. U.N.O. TYP. CORNER BAR io PLAN DETAIL SCALE: 1112 4-0" M CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. A" fAA da A - a Al 4 b G a A _1 e e r 4° A• AO - (4) #5 G A e99 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 15xW/8" A36 STEEL BASE PLATS �: 1-- J SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \,,-- CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" " Y 13'-4" ®A= 11 PROVIDE 1 '? RECESS FOR — — r I r _- - _/�_ P OVIDE 1 Yz" RECESS FOR SLIDING GLASS DOOR. REFER �' 7 F — -i + — S DING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH ICE L B I I MA 1 ;0I I I - CIOVIDE E MAKE FOR T MASON'S SCOPE FOR WID' D1 L ® I M D1 � I I 1 Di I S3 r m rr �-I 1 j �II I 11(� � J- l l 3Y2' MIN. 3000 RS1 CONC. FOR HERNANDO CO NTY ONLY. 3�Y2" M N. 2500 PSI CONC SLAB OVER 6 MIL. 1 VISQUEEN APOR BARRIER J I DBL. SINK wl 0D I I DBL. SINK w/ C.J. �I$POSAL _ CO _ DISPOSAL _ _ _ , C.J. — TYP @ I IIII r� I I r� III hl II r� It I I 1 It t II III I 2 STORY U.N.O. I J J I I I �— I I L__=JIL__ _JI II= =JIL_� J 12'-3" T-0" x T-0" x V-0" wl (4) #5 E.W. SYMETRICAL 13'4" 3'-8" VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD L PAD L PAD PAD L "x�•0" 1 y 53 4 E RIRR 7.0" x 7.0" x V-0" 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V-0" ) 7.0" x?-0" x V-0" OSE w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. �--CONDENSATE --� CONDENSATE — —� CONDENSATE LINE I LINE LINE I -4" ELEV. FIN. -4 ELEV. FIN. 1 -4' ELEV. FIN. I I $ CONC. SLAB 1 o CONC. SLAB CONC. SLAB 2 1 N I CA 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" 3'-10" 6'-8' 8 6'-8" -0 -0" 6'-8" 3'-10" 3'-10" 2'-8" ai -a" _ _ I I _ � -4" A -a" -a" ■ LID ® D ® ■ _ F- 7 PROVIDE 1 RECESS FOR _ PROVIDE 1 Y" RECESS FOR I —I —I—I— — — —- — — I r I SLIDING GLASS DOOR. REFER — r PROVIDE IU1 S DTOR REFER T H I I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LI E FO - E MA ER I I ICE MAKER I I a� M M i� I I I M I D1 I I I io S3 1 S3 I I S3 rr�--� T ju!r`J (I o' I I I r DBL. SINK I I 1 I I I L. SINK w/ _ DISP_OSA _ _ _ _ POSAL - N41 + t I II C) INI =—�— - - - -I - - f--- I�-I rJ III - -I III -jIIII 1L--j I 1 5'-9" 12'-3" I I 12'-3" 5'-9" I ® I I PW01 I I d D1 I II I I I 14'-6' 3'-14 1 3'-10" I LO I I I I I I I I 0'-0" ELEV. I I I I I I o'- ® I FIN CON . SLAB I I I I FI c,J. I I op t _ - I GG I I I I I I GG S3 S3 ® I I @ FOUNDATION I I I I 1 11 @ FOUNDATION I 11 1. 2 0„ 2, 0" 1 I 16'-0 97 ® I I IL JI I� I l I I I i l l l l l l l I I I I I I I I^ I I I I I ELEV. APPROX.1.112" LdBELOW F.F.--ELEV. CAN BE NO MORE - THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I FIELD VERIFY K N w HI /I I W H /;-K PROVIDE 12' RECESS S3 - � S3 LFRONT DOOR. REFER TO I c4 I I �4 MASON'STOPEFOR�DTH `� 1_ 2'-10 " 2}10 " I_y i FM24 ■ ® ® ® 1 0„ 4'_0� ;::0" 0�� I U) -4" ELEV. FIN. I CONC. SLAB U - — — ■ 1 _ C.J. _ ■ �— o 1'-4' 5'-8" I `"� N L Q I I S3 S3 "' 1 55 D1 � ■ I — I T A S3 zo + I I J Lo "SEE S-3 FOR S3 L KCE�OPT," HOSE (2) #5 VERTICALS BIB WIIN FILLED CELL 8'-0. ..1 A" F I L-- I I 1'-8" L 1' -4" ELEV. FIN.I CONC. SLAB r; o C.J. N I 1 55 D1 I I I PS3 I 1 & OIL 77 CID CID CD D co ca j k. oqv En LO " 1111 Ln -00 T . now I 1 2 I, , f77 61 Ir .1 A.— I N _NJ 4-z -A W01 I I W01 I I W01 I D1 1 I p1 I I Di I I I I I I I `° 13'-10" 14'-2" I I 14'-2" 3'-10" I 1 ELEV. I I I I 0'-0" ELEV. I 1 0'-0" ELEV. I 1 1 �ONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. - - - -I —}— - - c.J. I I I I G I I G I I I I I I 1 I @IFOUNDATION I I I @ FOUNDATION I I I I I 2'AO" I 1 16'-0" 16'-0" 2' 0" I IL -, -J I I I I 11 L,I I I I (( 1► I I I I 11 I In I I I I I r l l I\ ;;I I J Lam. L PROVIDE 1/2" RECESS FOR PROVIDE 12"RECESS FOR PROVIDE 1/2" RECESS FOR L FRONT DOOR. REFER TO 2 I 'v LFRONT DOOR. REFER TO FRONT DOOR. REFER TO ® MASON'S SCOPE FOR WIDTH I FM24 ® MA®ON'S SCOPE FOR WIDTH ®ASON'S SCOPE FOR W®TH I FM24 0" '-0" _84 I ELEV. APPROX. I I I I I I I 1 11 112"BELOW F.F. I q 1 I I 4 I I I 1 q 1 ELEV. CAN BE NO I ELEV. APPROX. MORE THAN 1-112" �" ELEV. FIN 1-112" BELOW F.F. I 1 -a" ELEV. FIN. I `� 1 BELOW TOP OF CONC. SLAB ® LEV. CAN BE NO I W01 ® CONC. SLAB W01 EGRESS DOOR ORE THAN 1-112" ITHRESHOLD. FIELD �; I BELOW TOP OF I I D1 D, ■ " IVERIFY C.J. " _ I EGRESS DOOR I I ELEV, APPROX. C J ■ I r I 4 THRESHOLD. FIELD 1 112" BELOW F.F. `? N VERIFY I I I ELEV. CAN BE NO�— MORE THAN 1112 F 4 I I I I I BELOW TOP OF 1 I I I 4 LO EGRESS DOOR ® I I I 55 I I I I OLD, FIELD VERIFY I D D1 ■ I I I I I I I I — 4 1 1 I �I I I I 1 M T I I S3 I ■ I ■ I R S3 RECESS OPTI * I a + S3 iv S3 I S3 CC Za .40 1, 11111f;'fl,1110 1 Wtv rLu e E zn C4 2 < j 0 17—Co Lt- 1 P. N :? '1cc - (2) #5 VERTICALS HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS WIIN FILLED CELL BIB WIIN FILLED CELL BIBB BIBB WIIN FILLED CELL 8'-0" 2'-0" 8'-0" 1'-8" 1'-8" 11' INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT, ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Ye"=1'-0" e•7 N O z+ r o b m x Y 01 £ y C .� o � a y iv o 0 tto�trrrd VERIFY AC PAD LOCATION OF NC PAD g� H E 7-0" x 2'•0" x 1'•0" wl (3) #5 E.W. I � F(--CONDENSATE LINE -4" ELEV. FIN. 1 I o CONC. SLAB 2 11-0" I' " 3'-10" � 3'-10" ICf. tI I I t!I I MIRROR ■ I lC ® I= El� ILL [I OWNER'S BATHROOM SCALE: 3/8" =V-0" 31 ■ 4 ■ °° 4 4 o ro MIRROR iff II � _ _ I, jj I I I I E+ ;iI- , { t r t ® BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 S.H. 16 20 X 72 18 4 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 254 S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 Z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" DRYWALL TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING FLOOR ONLY) (2) 2X8 w/ 1/2" \ FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 1- - - F. FL. - - - - - - - - - - _ - - - - \ A.. 18 2 / 17_ �� 1 1/4" TO 2" DIA 16 HANDRAIL NO 15 LESS THAN 34" 14 NOR MORE 13 Lu 0 THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. \ - 10 HAND RAIL METAL 9 U = HANDRAIL 8 off, BRACKET co 7 = OP BLOCKING AS 6- 5 REQUIRED 2x STRINGERS \ ` 4 3 °9 ..__ 2 F.FL. v _ _ , _F.FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/21' TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required g0drds shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1 11 VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- A OUTDOOR LIVING S3 rM 9'-4" CLG. A.F.F. CONCRETE N " 8" 6-0" 10'-8" 6-8" X-10" 3'-10" 2-8" OI H °' 6068 SGD all 0 °Oz 5-SH s F- 2468 REF ® 7'-11" 3'-2" 6-7" 0 0 r iv ©c=n 3 I M DINING N KITCHEN 0 I10 9'-4" FLAT CLG. 9'-4" FLAT CLG. ® TILE TILE SINKw/ I D/W DISPOSAL 10� ' FLRG. LINE - - 2x8 WALL 8'-0" 61-0" 31-8" 16" CNTR. AT 42" 4 in o A.F.F. 1/2 WALL N r CAPPED 1 = II UP T I 1 CV O M 55 GREAT ROOM 4 D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 7 13'-8" 10 M GG 9 '4 S3 1 1 o O U) 12 T U-) 2x6 WALL 6' y 21_8" A'-4" *NO UPLIFT* Q - - -- S4 - - -- 00 iv _FLRG. LINE____- H1 2 W Q I iv tY TILE Ca LL FOYER 9'-4" FLAT CLG. 2868 TILE c w EDGE OF SLAB 2" -1 T.O.M BEYOND WALL W.H. in 91-4■ O 71-0" 2'-6" © 3068 BUILDER TO PROVIDE APPLIANCE Z-0' 4'-0" -0. PROTECTION I#1 fliWHEN 00 2A4 " 4 8"REQUIRED PER FBC EYLO to 1-CAR GARAGE CONCRETE - - - - - --- 9'-4" FIJTCLG. [a rn CONCRETE ■ INq N STONE o N VENEER T ~ 16"SQUARE o CMU COLUMN in r-_________ _____- I I ao 1 I 00 - I I 1 LINE OF 2nd STRY. ABV. I- - - t - eo 1 "NOTE" I co O 1 BLK. WALLS ARE 8'-8" 01 TALL FOR "A" NIT 5'-8" HB I FROM FRO T OF 0 K GARA E TYP. @ I I S4 GARAG `~ 8'x7' GARAGE OR 1 D1 STONE V-8" VENEER 11 r .v.rvr. Irl r AJ.1V1. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: &=1'-0" 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-01. 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 1 16" O.C. FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) • 12'-0" 1 •• - •- • O •D 25 SH•� • .EGRESS EGRESS ►:N ►Nt ►J• ►i': ►:': ® BEDROOM CARPET ►.►• ►i'i ►••: Vice:': ►t ■, CARPET ►•�• Mt+ ,•,• '.'. lli ►ig ►�►� . 1 LOFT 8'-0" FLAT S ►�' CARPET':►: -� ►J 4, -� 00 '� '� Q __ ■him_■, CV O 1/2 WALL I CAPPED CV 1'-10" 0 T A-* BATH COO' 8'-0" FLAT CLG CARPI M.C. T r� I WIC 8'-0" FLAT CLG. CARPET 2668 = ca li l rn L---- --- R&S air 2668 BEDROOM 2 8'-0" FLAT CLG. CARPET - G.T. G.T. MOD 25 SH _ ( 39" x 59") D1 b U) Y a 3'-8" L S-10" T-10" 40 4'-0" 7'-4" Ol= 4 00 7-0" 1 V-4" r" 18'-4" I� 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 DO +28.3 / -37.0 DE �+26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET HC� SEE SN SHEET 1t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL W/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. en N 0 = V 17 F O Z �mx u- a r CO O r y O CO ✓ z v'3 io L m y ar a a s E 0 � U _ S 1 ON,`\AN fF E S /llllllul To the best of the Engineers knowledge, information and belief, the structural plena and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structurai engineering potions of the drawing pages bearing Engineers signature and seal. rn H � N 0 n � ib LL di C7 0 a LL LL LL a Z L Ce o W roN� W�pjO' m Z N Cn Q Z Cn v `� Z W 00 Z Cm> MpQ� Q a V) Z W O o ) LAJ L/) = " c U) Q 0 - 0 r- M 11 E �° _• Q 0 CU V 2. O Z E °zg a,t in 0 �� �o gLL Z= d 8 ZZ 5Z d W i r i ` G a (p V` z rid r Ov 3 > d' rn cNo T LQ � T �-- c O M_ a+ U) �' CN '- C m U- O 00 ,- � CV r O N O M N U") co Q O i:� L17 o=O CV 00 O T 0 l0 Z :3 E O m e m a. v -J o JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 3 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR \\ TOWEL BAR O 4 60 Cn ' i . F ff� - i 1�_r_ �F- 1 I I i BATHROOM 2 SCALE: 3/8" = 1'-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) (2) 2x8 w/ 1/2" FLITCH HEADER i SLOPE CEILING TO / i i MATCH STAIR RISE i i i i F. FL. ----------- Y � r i i i w i z �� 13 CONT. 12 u�l HAND RAIL- _J 10 , g off= _ s-:7 i % 2x STRINGERS 4 I F. FL. LJ1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 14'-2' , TAPCONS @ 16"o.c. AND FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 } S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 } X 501 26 x 50 S.H. iH5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" i i r 3/4" PLYWOOD DECKING to 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. IT DRYWALL 1 1/2" MIN. CLEARANCE / 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Rls•r helght: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/a inch. Tread depth: The tread depth shall be not less than 10 Inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkllne. Winder treads shall have a tread depth of not less then 8 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 Inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrans: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 Inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 Inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 Inches and not greater than 2 inches or provide equivalent grasp -ability In compliance with Section R311.7.8.3. Guards: Guards shad be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side, Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 38 Inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 Inches In diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. D1 00 TYP. f0 0 I rn ee •o. All 41 Ar• I VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 9'4" CLG. A.F.F. CONCRETE 1C 2'-8" T- 10" 5-SH I I I REF 2468 BF [1-71„ T-2„ I o � 8 uJ It 0 Z KITCHEN 9'-4" FLAT CLG. TILE ( SINK w/ IS POSAL D/W F---7 I J 1/2 WALL. CAPPED UP X__ W.H. BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR 9'-4 C 6" CNTR. AT 42" A.F.F. F GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" GG S3 4,4„ *NO UPLIFT* Q ;�H1 CI (14 2868 EDGE OF SLAB 2" BEYOND WALL ARAGE T CLG. r---------------1 I I I I I LINE OF 2nd STRY. ABV. I ■ - I * NOTE** BLK. W LLS ARE 8'-8" TALL FOR "A" UNIT T-8" FRON I FRONT OF GARAGE K I I O A A E S4 I HB 8'xT _ ARAGE DOOR DINING 9'-4" FLAT CLG. TILE FLRG. LINE D� TYP. LI FOYER 9'-4" FLAT CLG. TILE d 3068 REV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN T STUDS WILL BE DOUBLE STUDS @ 1i @ 12" O.C." THIS IS ONLY USED WITH PLASTER FINISH WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE F °Q &D Cl) "- ►.►• - ►ii • 0►i Z ►l•t '-8"lSTONE VENEER 1ST FLOOR PLAN -UNIT-B 1516 SCALE: Y"=1'-0" C L L r a • • � 1 1 ►ii ;�O :►: O•: i %i. ►4►! ►��� i�i! •ii ►i i i�i� is •:►: O,! ►❖ PM ♦• : ' A ►fR 6! 62 ►!R ►i f NN ► 4 •:►: •:►: 0•: 0;! O►' ►:•: ►O� r► r• rr r• • r•. •N! • ►�•. di' • • #6 N% ►• ii :•: ••• - ► E ►ri I �i•: •ii i•�� ►i ?SIP �.•• ►!Z ►�►� 1 2nd FLOOR PLAN -UNIT-B 1516 SCALE: y4'=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 GD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SIN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ IT'I-i1i�TT'T-I BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" iiiiiiiiiiiiiiiiiiiiiiiii • � • � %////////OMM0i • - MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. er, _ ct� d 9 W ar o Z C W CJ N - •ho m ac vi'dC A O. 17 'N c E C a � i OW j �0•J Ok r 2 • A�� CK \Q .�s F L OQ- E sstOar\�� ei"1111t I I kilANN't ` 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. F S (0 g60)�� 0 C to0�t- 'a' LL J LL Lu CJaLLLL- [L Z s WN0 � C �rnrn c Z (�j M Z J `- Z OU 8 W ❑❑ cD R M Z N 07 z � - N till z 0 �4--J LL � f6 w U � Iav) O LL, c = e YZ �tM nipz i 8 =� C.i 9 ►i o Q o M E_ E o° z• U m 3g oa �o Z CD ws ¢� N i �.. �4 a M p W ZNCx J ab �y 8 dz WU _ m o ZIP c o r• 12 0 C.fl t- E (O !� I T cc LL O 00O _ ~ :3 000 O ,..a M N Lf) O C c6 N C�fi =? rn z N LO 00 4) m 00 N M ,- O ,- o Z N Eq O CL Ci J ¢ 0 JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. 4 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR ; j I N \\ TOWEL BAR I ih 11t ` 71' I 4-I 9 o � .ILO 1 j Li rn BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'13/4" 42" KNEE WALL TOTAL RUN=14'-2" WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 3/4" PLYWOOD DECKING F. FL. ------------------- 18 17 � \ 16 15 14 - 13 12 10 8 F. FL. is 5 2x STRINGERS FILLED CELL LEGEND N CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18}X37J S.H. 14 20X501 184X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X71} S.H. 1112 271/4X26 26X254 S.H. i H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 J X 50'i 26 x 50 S.H. 1H5 27 JX 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. ,,,-CONT. HAND RAIL TYPE STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 <e> LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. VERIFY AC PAD LOCATION OF A/C PAD HB 14nr EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. Mill. ... OUTDOOR LIVING ■11 .". ... ... ■n A.loll ■i11 ■w ::: • ■iI. • • will :,II ■■� :■i II ..@ ZINN Bill slow ►i►i r-IN ll' !i!i we ��•; 44 Q!j is ►41 O•i •�!� 6i!4 DINING KITCHEN 4•i Lu 0121 0►i •:: •,►� D/W DISPOSAL 04 !••• •i i ►,►, % FLRG. LINE Jill Nil !i!i •i►i !�•, �.►� e ; •.►. ►;► !.•. '.►. ►�►� 0111 . ►:.: ! 9S N04 -�'�• 04 ►�'� ii , • • RA ROOM -©6! ► 1 !.•. ►W i :• ►•.� ••'� :': •1i'• :0 !;'; a 4ti 01 *NO UPLIFT* �' sf a, •i0 •.►. ® • ► !�.� FOYERA .. :4 \ �- ►.�� •i�i !�!� :•J� •�!� •'�� •;•; :.:.... N ;.;. • • •Oi .- �. i ••�! .. ♦. • I BUILDER TO lit Nowl MEN PROVIDE 011: APPLIANCE !4!404 ...PROTECTION WHEN REQUIRED PER & ;s►, ::1 to ;05 •�•; ••�. ::: 110� 1 -CAR GARAGE ::: ►�►i ►► OWN ENTRY .. •i•; ..1 • ::� .. ZZ SON ►.►. 1 ME I •i' .. :E •:0 NN ■■1 go ►.. N • •► 5MEN •••% : _ :;i •i►; ' S4 III �..; IIII STONE VENEER 5 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y"=V-0" c * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET (H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •-MASONRY 1......... : • .... MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Q � c 0 Z Q o W .11=o c Iowa,, '-o°Ose � boa 4 r N Y c w 3 /v 2 ' 'sue•-� w a. Cc E Cc d IJ 0 �� U u. v OFESSJON I'7II/111111111't����``` 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. 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Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g � oC�r u4i FtQ _N amp m chi ono yLo A (A S NO7i zsz5z Q7 co v Q J C .J �=' 5 u W u In J _V tf� a 52 t M f 103 OL r-- 0 W 0) T m W M L Z OU W ❑❑ z z z 13 N z ru LU .O LU V w U Q 0 Q 4Is N W 2 Cl)- J W Z, b� �pp �aR Q � a� zo E Fm r0 R ° Z O (CD N tg a � * . W z �L�u in Y� mg z J <° az y 9 y 3 F 7 �� o2 oa L T cC> T , tt['� r— CU Q n N =. m C m L o O 00 T- E N t=— O 00 c CD cfl N O T 00 00 N M T 0 E Z c O E 0 v a U Q p JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 6 / 2 d FLOOR BUILDING DU0uUG PLAN za cc UA 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 - Residents[ 7th Mon. 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T.O.M.�I�as�•Mis ll� srs1�11�rM�sil�sM•w1�� i4 ��1Mslsy ill�rM��rwM����l�ssMylr w���r1+� �MsI- - - -�11�� N11���Ilyr���Irls�r�rt �r1� — r • r r r 1 6068 SGD UNIT 6068 SGD 6068 SGD UNIT B I UNIT C 6068 SGD UNIT C UNIT C 6068 SGD 6068 SGD UNIT C 6068 SGD UNIT B 6068 SGD UNIT REAR ELEVATION SCALE: 3/16" = T-0" M N co N c �A O ca W O ' Mc- W- Ck- M o CP y E _ y u GG # m io a3i a sl y�1:o cc -0 N G- C Iw o v C3 0 S E ., :.GIN o('a C? - O F L , ESS r � To the beat 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. 61 E H o � $ N 0 cli CID di 12 = 14 F W 0 <n�4iO) m W Z °O N d J = N O U °v W CD z z J Ln —nn �{NpC�p V LL ■� ,,,,,,���---...��� Cn yyy W O W U � j U _■ OD Q N o w z S p a N Z Q O lJ c0 0- 8 �o W a y�ff Z ga g CN .,NC L dag WZ a� m z� z � J �W r zU a WQ wNW y LL 2 O ui� Ya C c T T cl N C� G0 r— 1 >% c9 n r coCL 1 O 4- MRr c m U 6o E r`op cNCV o e—i do C c Nmc,_ M � 0 r 0O 00 N 00N r z M E OO o z N E a 0 ¢ o JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 8 SHINGLES 12 — 14.0 I ----------- ----------- 1;1 --- - - -------- -- - --------- ------- - - _ - - _---- 6" LAP -- - - - -- -- -- - - - - - - — SIDING -- -._. -- --- 13 SH_ _.. - --13 SH _ _-. - ---- - - --- ------------------------------------------------------------- --- - 16" BAND TEXTURED FINISH �- 4" TRIM BOARD T.O.M. ----------------- - - - - -^ ---------------------------- - --- - - - - - - - - q TEXTURED Y o FINISH 4 00 c d 35 SH 25 SH 25 SH o r 4" STONE CAP TONE VENEER T.O.M. HDR. ---- Oc 00 O 2ndF.FL . ----- CLG. HGT. T.O.M. _-- AT GAR. 8" FRIEZE — BAND 00 er c F.FL. ITT J`ziSl T l A TT 1-1.. _ 6" LAPS SIDING TEXTURED - FINISH 4" TRIM ---- _ _ _ -- BOARD 4" STONE STONE VEN T.O.M. ---- HDR. 4 o60 2nd F.FL. - - _ CLG. HGT. T.O.M. AT GAR. 8" FRIEZE BAND CO .� 00 T c 0 T F.FL. sk LEFT ELEVATION. SCALE: 3/16" = 1'-0" <a TEXTURED in c FINISH 60 E-1] o = 25 SH 25 SH 35 SH RIGHT ELEVATION SCALE: 3/16" = 1'-0" T.O.M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Coverina R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the 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 C1063. 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 C1063 & ASTM C 1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e+7 N 0 'N � o Z > W O s cm w cti o C /0 CJ N --�mx �Li-a � eu e4 N Y a 3 m d ycr•`= s, c E � o i it NoWl fit I to �s� �• P' , "i r• NS N. ' .► i Z•• cQv _` U ro�O�Q.� ° L. G • 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. 0 p � O N �Nb r •/ C7 Cr a7 J Cq �' LL LL LL a z LL n. W WpjOi N O o m Z � Cl)Z d N a = OU W ❑❑ z J [l N z GQ Xf6 u, �O 8 c C) 8. U c 48— N r— o w LL_ B. E Zo - z Z oCL Z CN rEo N t$ � r9 � 9.g yo EO >� Z�� .s 3 8 -Z 4 � S k 8� c o T I� N CQ T E � I_ Ln co CV 1147) �. o C m Co U_ O o� . — E N T o0 N LO c � � M � CO 0 co d Z Z E O � Iv c m a U _J < p °j JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 9 April 09, 2012 soaring wall Ratlnii - 2 HR. Nanbearing Wag Rating - 2 HR This design was evaluated using.a kind design etothod other, "AIM LIssR States Design Method (egg. Werking Stress Design Mathad). ParjurisdlWansornploying the LInR atataDDeessl1ppn Mathad,such anCanada,a lead restriction �t ,shall be used - sae Guldeygjgor • Indicates such products shall boartM UL or a0L Cartrkatlon Mark for furls lletlamalo oWrig the OL oraUL Codification (such art Canada), mossocilvay. r t J '•o i ` t 4 7 1 T ti0ri2°nt0{ SECti°tt 1. ancreta Slods- - Various designs. classification, D-2 (2 hr), Bee Cannata Madre category for list of eligible monufactwers, 2. Norter - Blocks laid In full bed of mortar, nom. 3/B In. Mick, of not Ins than 2.1/4 and not more than 3.1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not mars than SD percent hydrated Ilme (by cement volume). Vertical Joints staggered. 3. Portland Cement etecco or Gypsum Plaster - Add 1/2 hr to classification If used. Whom combustible members are framed In wall, plaster or stucco must be appaed on the face opposite framing is achieve a max. classification of 1.1/2 hr. Attached to concrete blocks (Item 1). 4. Loop Masonry Fill - ball core spaces are filled with loose dry expanded slop, expanded clay or shale (Rotary Win Process), viater repellent vermiculhe masonry All insulation, or silicone treated petite loose fill insulation add 2 hr to classification. 5. Foamed PYatk• - (Optional -Not Shown) - 1.1/2 in. thkk max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShieid Pro Wall Insulation', •EnergyShield Pro 2 Wall Insulation', EnergyShield CGF Pro and Energy5hleld Ply Pro CARLISLE COATINGS e, WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation' and "Enverge ' CI Glass Exterior Wall Insulation' HUNTER PANELS -Types Xcl-Class /4 xcl 286 PINAR OPERATING L L C-'TSX-8500% "X-9510-, 'Thennasheath-W, "ECOMAXcl", 'TharmasheaM-3", 'Durasheath.3" THE DOW CNENICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Maul Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-Rm ci Insulation 54 Solldiog units -As an alternate ID Items 5, min. 1-In thick polyisocyanurets composite foamed plastic insulation boards, nom. 48 by 48 or 96 In. RNAX OPERATING L LC -'ihermasheath-SI', "ECOBASEd", 'rherma8tse-0" • Indicates such prodocts shall bear tide UL or allLeertHicatba Mark forlorladletions employing the UL or cUL CertUloation (such as Canada), respecthrely. Last Updated on 2018-04.09 CN 4:12 PITCH GA FILE NO. ASW 0810 PROPRIETARY' 2 HOUR 65 to 88 STC FIREL I BOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners With steel H stud between adjacent pairs of gypsum panels. 5f (NLS) A 314' minimum air apace must be maintained between steel co - - - - - - _ - _}. - Y i ^ .-A- adjacent adjacent framing (as Indicated by dashed lines In ske(ch). As anal mate to an air space, the steel componari s are covered with G" wide battens of 117 type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard screw attached to the at" components, Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both aides. Height limitation 88 feet. - - PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/4" (Fire) Georgia-Pacific Gypsum LLC...................................... 1" DensGiesa4t Shaftllrler 11. 41- (Sound) Approx, Weight: 9.5 psi Fire Test WHI4WI290,11-15.94; ITS Design GPNVA 120.04: WHI49&1295, 3.15-95; WHI 485-0743 d 0744, 1-28 8 30.88: ITS 31M814CO001 , 8.3048; UL R2717, 04NKD3115, 8-18-04, UL Design U373 Sound Test: RAL TL10.291, 8.31-10 NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR 14'P-0'10,--�INFORMATION ON FIRE BLOCKING @ EAVE 2 N = st H 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 ventilating area may be reduced to 11300 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 (measured 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'" (Valuesverified With Manufacturer Specifications) ns to be G caUo OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA t '_ _HI NON -VENTED SOFFIT PIL NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR 4'-0" INFORMATION ON FIRE BLOCKING @ EAVE ' 10 2 04 = PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. M SUB -FASCIA 2 Hour Fire Resistant Soffit - l �/ SCALE:3/4"=V-0" NON -VENTED SOFFIT 1 NON -VENTED SOFFIT SEED TAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 01 2 N = et H FL 1 2 Iopm FIRE CAULK EDGES AT EACH SIDE--/----, DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall ATTIC VENTILATION CALCULATIONS PROVIDE 2x BLOCKING W/ (2) 12d- NAILS EA. END BETWEEN ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED TRUSSES - -- -- ------ - - 4'-0" FROM SEPARATION WALL. 1/150 Rule 11300 Rule RidgeVentAmt SOLID BLOCKING BETWEEN (No Upper Ventilators (Must Provide Upper Ventilators) (Ft,) Off -Ridge Amt. TRUSSES TO BOTTOM SIDE OF Req.) PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) Total Ventilation TO PROVIDE AS MUCH CONTACT ATTIC Provided by AS POSSIBLE TO UNDER SIDE SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper OF ROOF DECK. ALL JOINTS SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of (See Elev) AROUND BLOCKING MUST BE ventilation vented be provided required SO�t ventilation soffit by upper Ventilation Ventilation CAULKED WITH APPROVED FIRE needed required CAULKING. needed ventilators SEE PLAN Main 0.0 2.0 TOP OF PLATE Floor 901 865 124 432 31 216 __. _ _._.__. 276.0 �.` (Zone 1) 0.0 276.0 Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 -- -.-- 276.0 0.0 276.0 - TYPE "S" MORTAR Upper Floor 0.0 2.0 (TYP.) (Zone 3) 1012 972 139 486 35 243 _ _ 276.0 - _ 0.0 276.0 UpperFbor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 - 276,0 - 8" CONC. BLOCK 0.0 276.0 CLASSIFICATION D-2 ..__ ..-- ____.. _-- --_.. _- PER UL U905 (TYP.), PER "NOTE" UL U905, MASONRY WALL GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS PROVIDES 2-HOUR REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. PROTECTION SCALE:3/4"=1'-0" "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR ' INFORMATION ON FIRE 4'- 1, 4' 0" INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE 40040, 2 N = N = a a NON -VENTED SOFFIT 1 NON -VENTED SOFFIT 1 SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT 4'- 6 4' 0" INFORMATION ON FIRE 4'-0" 4'-0" BLOCKING @ EAVE 2 �� CN 4:12 �- n- PITCI j W2 ra FOR 11F',jA rlAdA 0 Our OF A cm M C'V eC=�E flCi r o Z .M ' W .a c -=•�maN,c ra CV at as �' Is • W O � +IG :0 as W JP r•s �� +V a� 1i 40 dP •' NSE•• •. �G F. 6 • J �• \ O O� X. OFESSION � /f/�f�lflltttltt�\��li 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 - Resldential 7M Edition. Engineer's signature and seal is only for the str udural engineering portions of the drawing pages bearing Engineer's signature and seal. a $ 8 0 yl yn�S r � C LL 4 ,� Z 13V a. ��LL W �- 0 S L ca Cl . � � � � �SSSOe LL go CN mZ 0 d Z .. OU y W 0 13 El C9 �' C z z a (/) Z Co C� •0 N z: 7 1-- N ' w - r-- � 2 I y Z� J LL o a� 'R a 18 6 zg CL E d -,: g m z J22 it W 7- C-) $ MilliW,¢WqL�C C o r > d' � uT Ure N CO � C1� � f0 � T e Mn ei N I _ M ILL CD CD6o r N r CD O N 00 O Les O N O cc:" T 00 (V N "' r 0 t0 Z C O E f/1 ` JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 10 t� MAS Uh L_r=U%av_� LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. 126 10d x1-1/2 K HD3B' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 *" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 *" 1335/2820 "' 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY)CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" I EMBED w/ USP CIA-7000C EPDXY JEPDXY V 1(2)LGT2 4060-M 3770-F 3500-M 3240-F `N I LUGT2 3100-M 4520-F 3100-M 3800-F w/ ( 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 12 -10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3l8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-" CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %e' EXP. 1 (2%) or 1%j' EXP. 1 (/6) TILE: 1V32" EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12.12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e*� N O c to oa =a > W O L O 1 " •� � ac can. N � O Q CV Y 3 == N a E = c a �•-a 3 co m of W a� W a a uy c E C0 o 2 u C3 0 oIV '• �� F- �6N ,� _ �� _ < U ��' o �O 01 , . rryl//ftII(tit r�tL,l 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. rA H E M g v Q� Loa CS cm M Q =0 r_0 lZ v N 0 LL y J C J LL W Iw Z q LL L' G ` (L CCU W 0 pj m LL z 0 U, NIL OU W [3 ❑ z z N d N N z i 'U LU o OLLr 8 N 'U_ J E V� _ N r• • Q C Q Y o M CW Z E C zo 10 s0 Z� a� Q o U IFF< Zo �a F_ 4 R U `o OV CV ro v i ao <a ¢ J m� in yg gE fn J < � Z W 0. �. JCD111! =1< ��1; 0 .� r L2 I— (.9� N r E T c t� co C N IM T_ C m o 00 E U_ CV t`CS C4 Q O 04 l!') o=O p E o Z (L U Q t] -m+ JOB NO: 22-125712553 SCALE : AS NOTED SHEEP NO. 1 11 11 MLIT" F_ —— --- ---- — — — —— --- — — — — — ROOF FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dxl 1/2 NAILS ;SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H IFGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B " 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT -F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 -10d x 3" JUS26 1000/1080*" --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "* 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R I MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F'N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 5901 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6*) 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2CONT LEDGER �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENALLOWABLE CLADD IN W NDFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS GN FOR MEAN ROOFOHEIGHT 5T2 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%6) or 1%2" EXP. 1 (9�16) TILE: 1%' EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/:" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 4" cy N �O o r � W O L Co N c LA_ti 2 ca O C= C c 2 N — z o -!I o Y ar Wt m d u Q CC 3 cc •� u w c E o a � L `\�RIO1W,� •� U OF`" F L 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 - Resldentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W f' / v E o 8 = t� G O cm, o ' 0o a t» f� a rn ro nrZ J fh sf U. J LL W 0 MLL� n Lu Z 0. 2 2 m o W W c' N T Q1 m Z LL N N Z Q J = 00 W ❑ ❑ z " z FZ- ? QU) d � /�� a) ♦♦— N o 10 T 'u N - O W 8 V) Wy N C) Q Q° S C,LLCIO t+ �o Z w z �� =a Q CID L)0 Z E �r �� wg Oz �Z �� �p z& S� 0 U az W r.J S s ° x j 0 vai �` (C 13 _5 8: T E m LC'>_ CID O ' M Ln O N � C m o O _ _� t9p = r O N 00 N Ln Q O 1.[ o=O N M `— r- o Z m E O y a o 0 _j ¢ n JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 12 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and 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 Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smokeicarbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be Included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN two EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) HO PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER tl ELECTRIC PANEL DISCONNECT SWITCH C\ I? ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL AIL I I I I I I I I I OPT. jLAV LAV j I HANSON I BOX I 3 ---- I I W/C LAV T-, _.. W/C SHOWER SHOWER —3" '�2nd FL -LR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHERAD WATT 0 OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31768 LOAD WATTS — 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE )ptional Overhead Service 200A lame As Underground Indoor Panel 50 Or 200 Amp Service Center NEMA 1 2i]0 AMP J0TER MA N-200 A P IT,, Cable 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8- Galvanized Driven Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATION-S SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. - OUTDOOR LIVING INSTALL LIGHT �\�.01� ROUGH -IN ��� FOR OPT. FAN/LIGHT! \ GFI (g)GFI ---- ----t - 1 I I DINING KITCHEN) I I@ / � I / / I -- / FI -�-- _ ------ - — — — GFI— — — — SWITCH FOR DISPOSAL IN CAB UNDER SINK G Ir I I - GREAT ROOM /,,>ROUGH -IN\ FOR OPT. CH - FAN/LIGHT 1 f / I UPSTAIRS 1 / FOYER <.- I I I I DB EN RY 0— LIG TAS 70),.,,GFI& W PER SPECS DB&GFI TO BE ALIGNED VERTICALLY F- LU 20M .J m I 9&\ I %\1 17\16 - I �_, V_ I GFI @ AW N A.F.F. 1 \ p / 1 / 1 / GARAGE I GARAGE LIGHT AS PER SPECS GARAGE *DOOR GFI r- — — — — — — — — — — — — — — — --- I I I - I J UJ I � Ip Z I IQ J I ID Q I IJ V I I> - I IIX W I I� W I COACH LIGHTS OR PREWIRE AS PER SPECS 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. DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: ye"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE OWNER'S RANGE HOODSPECS BEDROOM f,,>ROUGH-IN FOR OPT. FAN/LIGHT S.D • +�I •r_i _ ire I�`1ri l BATH 2 111;�.""7 WIC I I 1 �/,>ROUGH-IN FOR OPT. \ J� FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL - UNIT -A 1532 SCALE: A"=1'-0" c+� N 0 N r � W � s o Q c <o w C-4 = ry c .- y, Cd as ab =� V a3i d n c :'IS r roc•-� N G C � a a N 0 N N 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 Engineer's signature and seal. CC"QI- s g N d �50 � 0 w LL 9LLLL W W a g rn 0. W C', & c' °f IL m N MZ d i Ov Z W I z z � z o � v d �^^ Z (D 0 (1) �U 1 0 w N �Nro c s u 8 I c OQr M ii E w� ° Zo Rz oa 'T QE oY Z � a; m <o �� 0 Z 05 431 7, $W OZ U W a 3 0 �w � w 0 121) T� > d. a� cNO ��— E rA co r C U_ O O 0o ,— E N f O N 00 N LO rn 9 M oc� QIt oO) CV U-) r 6 is 4, CN O pp T- w; o z E O c m a U V °3 Q M c (D JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 13 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and 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 Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSUUL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired Into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range Is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FIZW SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PEN PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER .CL ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J� I I I I I I I L �` I LAV PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 MALL APPLIANCE CIRCUITS AT 1560 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P \_ NEMA 1 200 AMP TER MA N 1 I50-200 AMP I IT /—Serial Cable 3R Power Co. Feed _--, IJ _--r— #4 Solid COPPER Ground intersystem Bonding 7 Termination Per NEC 08, 250.94 518" Galvanized Driven Ground Rods at least V apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I II I I I G ------------------------- OUTDOOR LIVING cis fib INSTALL LIGHT ROUGH -IN FOR OPT. GFI FAN/LIGHT ern r----- ` r DINING KITCHEN 1 o i G� A UPSTAIRS 'VVM.' GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK PIN GREAT ROOM ROUGH-IN<A\��� FOR OPT. I FAN/LIGHT�� I r 1 � I \ / I FOYER F QD GFI / @ 44" O / ' A.F.F. -� r I \ I GARAG E 1 r DB WP ENTF I / GFI 0 LIGHT E PER SPEC GARAGE LIGHT AS I PER SPECS GARAGE � DOOR I GFI r- — — — — — — — — — — — — — — — -- Z ZIW \ I O IQ F- \ I Id I 010 W I 1EE r I r Iw _ �- o 1 W I� I 'IW COACH LIGHTS / OR PREWIRE AS PER SPECS DB&GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL - UNIT-B 1516 SCALE: Y,"=1'-0" 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. 2ND ELECTRICAL - UNIT-B 1516 SCALE: A"=V-0" cy !� co cca Z Q .� •= Uj W f-i a P C M G.> N .p m YC +% C LL O- N f0 O a •N � N � d Q N Y CL AZ N O d w r 4 OC 3 cc ao a % w20 w as a •A a EL Cn = E O O d w b N N N 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. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E cy v Lo Ri d $ ° co 0 . - ? a �C'4 C) N (JL J �LLLL LL a (� uw _1AG I W 00 Z LL M °' m MZ d J ZN OU v W ❑ ❑ z Z C CD J — 13 10 QXJp r.� LL W u 0,1.,E U � c O W Z co E a 5" <R O cp zo 80 Z ca - O�z c� H � *� �S U Wi �� C Y g gg $a �k3k o f >n N f�" 0 cCDO <Q T Lt7 T co C O M_ n s+ U r ° co CD E I_ CD0o CV T CDM 00 coLii M .-r .�..� o(6 N a Q o=O N 00 4 M r 0 N Z E E 0y y c`o = a- E U -1 w3 Q c JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 14 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and 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 Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to full the requirement of an outlet every 24". The width of the sink or range Is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY t� DUPLEX CONVENIENCE OUTLET 1 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET VIM DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX f o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O� EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PEg PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JQ ELECTRIC PANEL _ t DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I i I t I I I I I LAV 1`1 _I I L TUB/ W/C SHOWER MVA 3" VTR AIL I I I I I OPT LAV ILAV I I u W/C SHOWER STUDOR VENTq II Y11 DBL SINK L W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 LOAD WATTS 0 .QTHER OTHER LOAD WATTS OTHERLOAD W TTS SUBTOTAL: 23060 TOTAL: 33935 1st 10KWat1 0% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 2fx1 AMP \ TGO \IA 1.1 1 kO-200 Aly(P I I T /—Serial Cable 3R Power Co. Feed --- 1-1 I. #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY OUTDOOR LIVING INSTALL LIGHT � n �`y��> ROUGH -IN FOR OPT. FAN/LIGHT GFI ' ern /----- U--- I DINING KITCHEN 1 / FI o i GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /^ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I 1 / TRY I, 'HT AS 0 R SPECS I I u I I I I rGF-L — 1UPSTAIRS IG •4" ``\` LW.H, .F. 1 \ 0 I I I GARAGE I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r-----------------i I I I I J I I 10 Z I IQ a I I0 Q I Z� F- I I Icr W LU I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: Xa"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y,"=1'-0" r� ,. A CV `� c Z 7 W �Lo a IZ F o — �co>< N A O • � 'Q O l0 d y os<c a A 7 f, Co N t< aCo o ej w N N N 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 Engineer's signature and seal. f E cgi 8 Li LQo � �c �� O * to IA 11 f� r 0 J M v *6 LL Q1 J m LL LL w a Y = CM �0� 0 Wrn°�pjO' m Z d F- Nz G ZOv N W W Z t3 c%1 z m 13 N z CD 0 � 10 f6 � W U OW V)C) r~ w z A c a ts, 14 o CD N w Z M J o� Q E E ° 30 UU O( Z d E N p a* K 5 wS � o N 5: ai ott a� Z Y V, J ai i ai 22 �� ZZ ao W a v 38 ww FG J � of J=5�5 �� ° oa 0 CCd T ECD A 'S �-- T— c O M_ nCID mUco _ O O _ _ : 000 O LO c 9 cci CN pOj qt tT e- Ln oo CV 000 N M r- r o E Z 0 E 0 m Z c a. E U _j Q 0 JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ELECTRICAL SERVICE PLAN SCALE: 3/16"=V-0" c cat C3 o Q •= � W O O r1 C� Cm Gr M C 1 N 'C 0 .wr C LA...Q y N O r N .0 N r C y N i0 co ]G 6/ N o r 4 l0 r l0 y N i7 •y w aU � E ca d. V, 0 N CV N 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. gCS s o 0q'�� c `A 0) N� r- rZ M Q M -1 LL LL LL d 0 MLL { O: C Q O - W Z IL m & L0 d 3N OU U CD Z W ❑❑ C9 V Z N Z n a $ a '7 M V W W s SIDO L/11 c U„ J e Q �r Q M E a z® Q Zo� E g� It �o ro d) x LL Z W a y y� 3 '0 g r7 � t0 st �w °zl� U 3 r 0-17 > d' � (7 N T- �CL7 T T_ co CV �. CN T Co ll CD00 O � co N 1--- r' p N CD I,f7 c :3 M CV O Q Cq c$ ccN T N M r o O Z ` O L. w JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. 16 0 jo •' O 0 O�'- I j'' O _ 8F8-1B/1T 8F8-0B/1T ' O® e•• . e•. e . 0 0 0 0 0 0 0� o 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © O © O 0 0 8RF6-0B/1 T MoO 0 O 0 8F20-lB/1T 8F20-06/1T 8F20-1B-2T O O O 0 O ® 8F24-1 B/1 T 8F24-0B/1 T lt`J O O 13 6 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY SF16- B/1T a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT y ffc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6tebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REO'D MIN. (1) REQ' 1-1/2" CLEAR -1/2" d e LEAR O z C7 e e aC.M.U. w w z a� e � 000V) `• C.M.U. �c7X z wpm z a , GROUT Lu a aJ yo e REBAR AT BOTTOM OF LINTEL CAVITY Q U o w hW ~ C- 45 REBAR AT BOTTOM o'-*—BOTTOM ¢ a Z — MIN. (1) REQ'D REINFORCING PROVIDED IN LINTEL (VARIES) � O � N LL ~ X. . _ I— I �] _ 7-5/8-ACTUAL �--16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1 • Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection• except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical loa Safe horizontal load — SYMETRICAL n n n n n n (D) n l 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMETRICAL M C Y� c,n o r •—� O Q o N N A O ti N fl N -C N O /0 N 4 N Y 3 = °' 40 d �• a � 3 � � u m �C O ea �oc•Qf� �o ,y u b 'lilt,i �� P,.• SE• ' _ C.) 4r�" ON \\ ",'!fPifl!!I)1'����\ 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 Engineer's signature and seal. W W F $ Lo 04 6 co Fip S - I» M Q w J (: 13 JLLLL w Z grn a g S2 W` Nc_c O ci O. m W = IL L0 NZ dJ Z N O U W cY� ❑0 0 2� z z 4 � J c/) z `° LL •U Ow Ln c ' U � w � c� U U _ 0 z LL sp S o R z0 O O z Z ` �& I �t gu ZNC �, g3 acpi W) U wLL WW r c o T V I— ui 0 N C6 co CV a- be 0 � �. � C m CV O 60 E U- 1117) 00 M N rn co a pOj Q CS iiiM (CN J N r�-- Z 7 O E C) i6 Z c a. J 4i Q O JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. L 1 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, ACQ-C, ACQ-D, CBA-A, OR CA-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 II 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 REGARDLESS 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) 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 RAD) 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 ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6r rMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM 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 BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 TRI1-14. 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 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 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. GARAGE LOADS : 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. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O 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 PLF 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 SIMULTANEOUSLY, 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 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 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #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-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 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. 3" 2- 1 V 34„ 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 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 II 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 1 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 1-2014, 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO SPACING A INITIAL SET OF THE CONCRETE, SP C NG AND RE 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) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 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 4.8. SOIL: ELEMENTS ARE IN PLACE. 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 rmanent sign which identifies the termite treatment provider and need for re -indiction 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/sprinklersystems induding all risers and spray heads shall nbt be installed wRhin 1'-0" of the building side wall. 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 or decorative cementitious finish less than 5/8" thick adhered directly 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 be 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 rain 11 occurs before vapor retarder placement, retreatment Is requlreeaa 9. FBC-R R318.1.5 - CQncrete oyerpo and mortar along the foundation perimeter must be removed before exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalk. 11. FBC-R R318,1.6 - An exterior verti I chemical barrier be install, afte construction Is complete, mduding�[aandscapmg and irrigation. Any sot distur�ed 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 cem liance must be issued to the buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The 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 completed, 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 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 PROFESSIONALS' 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" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" 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 /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, 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, , R BEAMS ETC ARE TO BE SYP #2 OR BETTER R AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. e+a 411 0 4D n W Q ;z o C r,-.L m ac Q r N Y da, a, CL E c 0 d �tQ m 39 to eo.d r �.- u d ? c o �o L'. G 3O W/V Ft Cr - _�i Fa•� (� . O Ot oNr'' `� Uf'�11A\ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 91 W a g 8 0 LL u:j � Z @�°� o- I130gro W 0 r-- A 2 Oi Oi m Z IL IL Go N Z d N OU Z W CD 2! z $ z ti U) No z 0 LL �U W y O W $ N ' U 0 c ¢ s O W U E S9 o �F Q E U W 9 � z - E a W° &O a 0 m z CO a� m g a= `� =1 o c o r 0 y, co T LA.�_ co C O o L rn N r C ca li CD 6o T Ec4CV � r en a CN CN LO M _ C 9 N (b N pOj uiCN 00 co r c cc c a 0 a o 1 3 JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" 0CoSTUB-OUT FOR 0 1'-0" o o ;1 GAS METER � U O o CV x • 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. 10'-8" (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'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/l 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 ,Hood 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 112" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 —T— 2 x _ lumber Double 2 x —lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking- 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" f 10d1 nails at 6" o.c. Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM rn- w cc CONT. #5 > STD. 90° HOOK BAR W"M I BOND BEAM STEP SCALE: N.T.S. CONT, #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN -� .._ PLYWOOD FLOOR SEE PLAN FOR REQ'DSHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR 1 ' INTERIOR BRG. WALL TJI PER PLAN r = • OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from 2nd FLOOR above to bearing below. STUU DS S SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap „ 2" max. 4 max. - � Web Stiffener Fastener Schedule Joist Bearing Location - a --- _— BCS5000s®i 9 8" i 2nd Intermediate � I 14" 1 2-8d� Clinch nails 9-1/2"2-8d 2-8I d I when BC160005 11-7%8" 2-8d 3-8d possible BC 6500 ® 14' 2-� 16" 2-Sd 6-8d 11-7/8" 2-8d 3-8d _ - - BCI 60s 14 2-8d 5-8d Tight fit ---16" 2-8d 6-8d- 1 -7/ " 3-16d 3-16d _.. --- 2x4/Plywood/OSB web stiffener 2" min. LBCI0s® 14" 4" max. 5-16d 5-16d required when indicated or 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — dC k.,U I HIV T VVrICRC IIV CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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. 7.1y" 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 1Y2" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ',,, Install tight to, top flange. Joist hanger \ y' Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. t 1/4"-2" gap ?2 i I ' Backer Block 1 "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%2" 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 hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p � depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR •• • . • FOUNDATION INFO It a • 4' STEM FOUNDATION GRADE ` A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • *' (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION I ° ° a • — d. d; d Q ° 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE d n SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE 7 Q b .d d° d All G Ir �� L� a a �L11 Jill T 0 SEE FND. PLN. SIZE & REINF. e.a f� ca C� o -o 2 a aC. � o m r C L,L d C {n .D N L N N �O 'Q 3= dY oa tz � c E s c C ra % �o a� 0 l • NS ' '/t "• F L p ��%•�*ArOFESS10N a �\\ To the best of the Engineees knowledge, Information and belief, the structural plans and spedficadons contained within these drawings comply wide the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H $� Cb r_9_� C dl Q r'n04Q1? gLLLL u Z a 4m e 52 tag oc tpl-,R 2 dot 2 Qj 0) m w Z ILWrn = �, N Z d k N OU W 0 ❑ ❑ a a /� IY Cn LL 0 �(Z w C 42, a C3 M 19 U` t03 ! Q E C v0 aLL a zo a �_ �0 e° Z E off L Z C _ So N� �F ° aLL >wz (fib �� W v 3 � am N Y �IH7 �o IIIIi 2I r �r N T C6 ca 3 r` r � T UM_ O O ao T CV t--- T— O W O LO O iC ,,,., M N p N 1 Q d- c OCI,N a �' 00 6 E c O 00 T f. T Z c• E O c m a. J _J ili v Q O c _J JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. IT TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .,g HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > > a SHINGLE ROOF, SHINGLES TO a . ° BE IN ACCORDANCE w/ ASTM - `► - °' t> T D7158-CLASS G or H, or ASTM ; D3161-CLASS F, IN ° 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDINGS - �P) VARIES CODE 7TH EDITION (2020) _ '- RESIDENTIAL 8" r ROOF SHEATHING - SEE INSULAnON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ,8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ ur 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4MA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C'i • 6 MIL VAPOR BARRIER _ D (V COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) N CHAIRS TYP. STD. 90 HOOK (SEE 4" 1'-8" (2 STORY) U.N.O.DETAIL U ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' —[�O.H.D. RECESS PAVERSz II �� •, JI SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 �V i iV i i V I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 4-L -- - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 7*0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2'12" TITEN HD @ 24" -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS 2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL �� r A.F.F, 2„ x 6 W1.4 x W1.4 ATTACHMENTS i2" �� 6 x 6 W1.4 x W1.4 @ 24 O.C.) WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. -0'-31/2" Z 31/2" MIN. 31/2" MIN.tz t A.F.F. $ ° ° . 2x4 CONT. w I N P31/2"(min.)-4" -- 1/2"(min.)-4„ oo ;0 _ GARAGE DEPTH VARIES 31/2"(min. 4" _ ° �' 31/2"(m n) - GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD • I #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHTORt BOLT INFO. 5/8'1 "J" BOLTS BOLT I I (IF NO UP LIFT @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED Ael ' GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY II NOTE: *FOR BEARING WALL W/ UPLIFT ONLY kt - I I�, 1 Ili_ I� III III 1i �I III is III FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 SCALE: 3/4"=1'-0" WWF OR FIBERMESH �GRADE �d11�1�11�11,11�11�11�,4 �1 MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E SEE A/S3 OR J/S6 ` _I I I;9_IF4P FOR REINF. INFO. Y MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD (2) #5 CONT. 4" 1'-4" 8'r (2) #5 CONT. 4 TTP g^ U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP C@ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SON,. 1 PCS 1*9 G��E SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1�M�NN�o 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302,11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE " " MIN. LAP [24MIN. LAP] 20#5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi .p `� FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] Cl) p. 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER t> - ° R 1 7/8' —� z #5 REINFORCING BAR ° - - #5 1 AP SPLICF COMP. SOIL. (COMPACTED TO - ° 95% MODIFIED PROCTOR ASTM D1557) A EMHW� 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING S3 I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAh • Q - INTERIOR °. -31 a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a C E N ' I M 6 MIL VAPOR - BARRIER - 4" 1411 INTERIOR WALL SLAB STEP NON -BRIG. SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE a1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 WWF OR FIBERMESH r, e I 1 K S3 REINFORCING•1 HOOK #6 LAP SPLICE .A. DETAILS (O'F� FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM IV (2) HTS20 z w � J LU o w w U) SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS w z 0 � J � w 0 W W " FIN. FLR. 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 o U (L =� p uj uj U)i _ ° • (2) #5 CONT. =11� ON 3" CHAIRS 8" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" 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 WWF OR FIBERMESH r, E �IT�11mom �11--�11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 WWF OR FI ERMESH SEE ROOF PLAN S.G.D. (U.N.O.) B FOR TRUSS ° CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN a � c -° `, ° ° o • a M c FOR STRUCTURAL BEAM SIZE & rua CONNECTION INFO i - . ° d' -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE /S6 g^ ATTACHED PER NAILING R REINF. FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E `v SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS00 --GRADELU "-- FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) co z = ? • �aww 1 W -= z _ BRICK PAVERS or SLAB PER O w z 0 0 = • �� • • - - z -' COMMUNITY SPECS " =!11- w I � I -.ill ICI .II ti •.... PAD REINFORCEMENT-/! EINFORCEMENT 3" MIN. CLEARANCE ..M •' • •'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' *' '• ' CONC• PAD INFO. + •' SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314' = 1'-0" SCALE: N.T.S. S3 eM•, N O to .rr o C td f 7 N m x N N O 'H y O IJU rs P 3 eo d a s a 2 . N S E •'•• O . �o � 0 F E S 1014 S ��IryPllI1! It'd\�'�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontsined 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. ''�� FA 0) 40 M C ab LL LL. L W OW: _ 12 rn a Ne { p� Ne � feNcO O Ci chus Q N = OU W pp U' z J Vl z v !n LL (� w W g O— w CD LU U d _ r` z co 0.1 X V o� OV Og:2 z ado �o co MZ 0 z I b O WT� Uk g wLL �w °�I; rn N cC> r- Cn >, E co � n T � c O ' � O N � N C mCal U o 00ooCV T r 00 CD M�i N rncn IC cra N p� o=O Q 00 N 00 r E C,)T 110 E E O a3 is c 0. U ¢ a JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. S3 (MONO) �`TYP) SEE ELEV. SIMPSON SP2 w/ 02)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAILS 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 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" 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.) V—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G- SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT K" D S4 SCALE: N.T.S. S4 7 518,, 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT N, � � ' .- • � • IL ■��III' ICI■1■ ■�.�III III�1■ �Iill IIIII ■1�1�� III■i■ Ilil!� NOTES; Q 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL e— O 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 DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. , SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK ZZ 4 . n POURED CONCAtTE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. f�ECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DdOR AND WATER GARAGE FLOOR. SHED FORWARD THII3 DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2"- sFF ��w N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR 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 VVVI\ 111/1VI\ 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 JACKS STUDS JACKS STUDS SIZE 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 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 1-(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS Is OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. op���NG U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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 OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING .) "� U O/C FIELD 7 2x TOP PLATE V 2X4 PT STUDS @ 16" O.C. 2-16d 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)10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 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 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 E SPLICE NAILS TOTAL) EA. SIDE OF 48a SPLICE STAGGERED SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" C' BOLT O.C @ 24" . MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS O�S'Te114 A. ATTACH ALL - EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. 14 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/0) J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED RECESS SP4 SP4 LINTEL / 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 2X8 P.T. BOTTOM P TE G' MASONRY WALL 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 /� 10d NAILS @ 4" / STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S SIMPSON SP4 LINTEL / TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o S4 le • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW �° MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 CW3 ewe c� LW LW �_=o 10 Cj N o m x .s c ►+- a !r' M o NN f0 4 Y L C d d � c o yam. 3. E 0 a 0 x��111111 t I I I I111/i/1/ •,L6!:4 G1 . p F L {t'0� \\\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2= Florida Bullding Code - Residential 7th Edition. Englneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W to04 — co ENO Ju l L LL W n Z 11 = o, a 4 m W �4 G o 9°'F,&9 �< d J N OU Z W �p c� R z N M z � z N vCD� z C1 ra —� OLn w g U � Q o � o� E sg o- g zo O Z� E *zg°z a Ez � L Q O $ m E zfr ZN� �aZ 8 z Z W V 3 gib 3G mi &� pa YI4 0 •� r > d' c, 0 N cis T CQ >, �M ? T �i r � 00 M r••n � N _ ILL O 0o .— V CLn �_ r .��,, C) O 04 N rn c6 N Q �r o aLO CP m N 00 M � o Z E E O 2 a E U a o c JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS•--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S5 MAX 9° BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD Ina INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NSUPPORTED, BACKNAIL w/ (2)16d NAILS LIFF>9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN • �� TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i ���< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE � ,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. ,NAILS \ AND 12" O.C. FIELD END TYP. TOP & \\� BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL ljl� INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2"SDS SCREWS TO @ 48" O.C. I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SS EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 REFER TO DETAIL J tv AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR L_ M M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTwN AT Zvi AT 24" O.C. ON TOP OF EACH JOINT ( ) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/2-16d 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 @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS .... 4_4 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. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� IINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT ?"YA" MIN SFF MAS CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d () "L2 2"x8" " BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 4 3 SECTION SCISSOR GABLE "T" BRACE SCALE: N.T.S. SS SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 t-WOOD TRUSSES "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. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO >- JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR Z TITEN TO CMU L�,_CONNECTION 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING W/(3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH 2x4'7 ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ NON - LOAD SECTION BEARING LOCATION UNEVEN CLG.) 9 ,T � rE SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. MINIMUM 2X4 TRUSS BRACING TDI ICQ QDAr"IAIn'-' n%/CDI AD nC:TAII SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 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 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. c� CORNERJACK a U S � Cr w z cr O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX V' BRACE SEE DET. J/S5 -n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll g� g� NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" 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 40 ,9 to W Q C N y N —�mX C90 _ N -z 9 tA 4 N N ]C °� O. ,=u 6! C ry � v m CP c o �A y s cv G C U nr � `�J r••ta S •• •••� ��✓ 26 77 _j OFF . F L. O RgEESS1ONr\ "/rlIIIIIII1 \\\\ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 5 { 0 N @ a N fN•1 0 M LL Z LL U_0. _� 8 W W 89-Y, 2 W Z co 0 Z Q ZOri N W 0 O ❑ z a _ N a z � � U � Ow V) � � U c a �0 � W Q g. E O Z0 ° w 8 E z N It W� JIV C y J Z$g § Y yI o� a z J W() s 10 O LL °I< 3 c •� T ui CD N Cta �— co C o ' M O c 1 N C m o 00 T E _CD r' N 0000 0 L.f� 1 rn 04 Qi gt 00 E CN O 000 M r o z z j 0 y t0 c 0- U � JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PEf�- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. If FLOOR SYSTEM ER\ 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' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: V. 1 r. = i 1II1� �IL?II 11=111r 1=11�.11, Il.—Il�ll • • ��~U 11�11�1� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �—PRE HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. ZDW —INSULATION PER �V CHART ON FLOOR PLAN B R ", S6 S6 LA METAL SEAT OR FELT ] PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK, W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT w a. EACH FILL CELL TYPICAL °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE INISH GRADE I0 —STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" T O Z SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 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----- BAND JOIST *SIMPSON LTP4 w/ / (12) 8d x1 1/2" NAILS --/ @ 24" O.C. 1St FLOOR WALL__"_4 SIMPSON LSTA24 STRAP w/ (8)1 Od 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 FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATI (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE q FLOOR CONNECTION S6 @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 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)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-0" S6 RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=l'-0" "6") 15(32" OSB �I EXPOSURE 1x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D W o SECTION X-X IF II II _ W NOT FULL o HEIGHT SHEET C II II 2 U) II II G FLOOR SYST M (2)- 2x TOP PLATE i BEYOND I II 15132" OSB i F W SHEATHING I II II II = SOLID 2x III III II II II I BLOCKING tM ALL C SHEATHING EDGES (SEE III OPENING SECTION X- uU III C III x II II FrW II II F x _ 2x STUDS w III III II II II BEYOND. y SEE PLAN III I I II I II I II II I I 0 it Ul IL i Jl _II WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL W LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. G �o00 LL a 20 ~ @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W p MEMBER IF GABLE END c Cn " NOTE: * 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21Q" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/11" SPACING ** 3/4• S 1/2"1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING veanr�i w rcxiur" SECTION X-X 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.) �FNrR��R C 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 1 (2) 2x HEADER SEE PLAN S4 . 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)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2) 1) 2 (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2ND FLOOR FRAMING -SEE ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 2X STUDS @ 16" 0/C SECTION J/S6 1/2"GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W/ 2"DIA, 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. SHEAR 3500#. TYPICAL 7/8" OVER METAL LATH, FIRST 2 LAYERS @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2 00#IN. 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16' O.C. @ TYPICAL TENSION 2600#. ) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1,4 2X P.T. PLATE FLOOR TRUSS SEE FRAMING 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH = c WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. WEEP SCREED • PLAN '' INSTALLED PER MANUF. °. E — — .j- =.= ° •' . �'•'a ' d • ' . r a .00 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" .. •. d • . t• •' = dr r M _III —III —III —I I \ • . FINISH GRADE 0/C FOR THE 1ST 2'-0" OF i I NAILS @ 24" O.C. INTO TRUSS I I • . • .. ' ; .. d. ,° _ a -III—III=III I I , ° 00 I ( _ — END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT _ ; ° .� • . I III I I I END INTO 2"x4" BLOCKING IN KO BLOCKEll(I II ;. . I — (3) #5 CONT. ON 3" —1 1 I I III d _� SEE DETAIL 2/D2 FOR 8 1-8 I CHAIR W/ 3' MIN. 8" I III I I —II MORE INFORMATION CLEARANCE •. 1 -_$ (3) # 5 REBAR ON 3"CHAIR 4" W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ry ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION, M N C 1 N trD V_ �.� G W C) T N p m >C .,.: a_ m o p t ex N as d = NCL = c> > ' i✓ c O iv y ar a Q� w E o iy u I \oxjjj1illlrj Not ��0, / rl E 41 '�• F L 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. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 V � . C9 CO 0 co (w O p LL aN a;Mv W, M u- u- LL O I� J LL _ V pI a Z S 99 Lp9. LLW Z�M ai Z OU y W O0 � R z N z � Z n �Ul z (D C1 QJ U 0 ,,, N c •, W ' s U c _I 0 � W E O s a R zo lV I— E O ♦f Ugh o 03 z g t *°_ �8 _ NC�� 8 g� z- Cn Jb 115, g2 o W T 81 W az NF 1`_ U 0 .� r ui 120 0 N T c�� � I� �- T CV I..L N "Nd- Iln m C:) Li E o c-.4 04 LO c00 CD e) NCo Cn 04 T Cq 0000 N N Cn T- o 00 W 2 Z 0. U _j Q JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. S6 (MONO) DOOR JAMB (REFER 1x4 1/' DRYWALL DOOR JAMB (REFER 1x4 —1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. r 1 x4 APPROVAL FOR CONN. _1 X 4 1x4 P.T. • " 3/16 X 3 LONG FURRING 3-1/4 LONG X 3/16 " .."" FURRI NG TAPCONS 4 FURRING (2) ROWS 3/16" x 3-1/2' TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LLiX8 2X8 BLOCK@ SPACING „ 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. 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 DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 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" O.C. & 4" FROM EACH 1x4 El @ 16" O.C. & END w/ MIN. 2" EDGE DIST. END FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 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. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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. 11-1 SS INSTALL WDW. SCREW ANCHOR( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" • SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. - /4" MAX EMBEDMENT INTO .) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK Nl 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 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) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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 DfAGONAL 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. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK (1 t5^ NOTCH WEB AT FIRST 2 COURSI 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 21/4" 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 4'/z' 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 XA PER NAILING SCHEDULE (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: _ SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/REINFORCING * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ,... 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. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 P J 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID • MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER - 6'-0" :, e p GRADE o p. e> N M p z_ C.2 •o A (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07,28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYR) ��• 1� 1� 1� 1� TD. 90' HOOK (TYP.) 1� B @ FIRST COURSE .OW 1� 1� #10 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 11 `-- 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA T-_ ALUM DRIP EDGE BRG WALL TYPE —�--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD FASTENED PER F CHANNEL, I DIA. @ 24" O.C. NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (*") CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. ("*) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING j LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF ZTRUSS AS SHOWN FOR O.H. UP TO 2'-6" _* DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. �F11/O,Ty (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT IT I , If J1l.J' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Old 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 MIS MSTAM STRAP SCALE: 3,•, - r cGG QW1=GT m Amn Cr Z O 2 W O w a U FILL I St 4 .'• V SOLID SOLID WIGROUT a FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. I., -' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. 1'-01' 5'-011 .... I* Y • • ' ' ! ' #5 BAR XX V 10 . ► • CENTERED W/ g ►.; .► IN TOP 4 ► d : KNOCKOUT / iv CHAIR BLOCK 7 MONO FOOTING • SIZE AND REINF. PER PLAN �. AND SECTION DETAILS r' ; • CLEAN FILL •► A. DIRT 6 z STANDARD q #5 BAR IN ° 90r HOOK N FILLED CELL . -. , •., •.; ,'�•; , dvd ♦✓.- STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 1 0 NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 t 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_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N ,a *C0 �. Q ►- f o ati o - g N N O y O N d ar a$►ra"� c !x ro drs ,� + aac._� N � o b P '• I'S• :f 91\ 9\ • F L 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W g ? (0 --�;IS P N0� '� 11 gLLu_ a a L f0 g iWzzN? N$ W °°n CN= 0OU Wa Oo Dm ci- Cz vIL U0 w s N c LU c Q Y N W w z C', J E E E i 20 4LL a QN =® Q E u �_ @ �� � °� SO z � N ~Q �o L 4 Y �p 01 3 oLL° W h� x Z J o "a Ina > d' I— E 0 N c>a c6 T r co CV 0 N m M LL O O 00ooCV c,4 _ T O M 04 L17 O 6 � O tl 00 E N 000 N M T r 0 �o OE �' a c0 _j m ¢ o )_ JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. SS 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). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH-,,', INTO STRINGER H D i-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS /E� FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE. " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS r^n P]IOC AKIM 11711 IAI IAICr1�11AATl/1A1 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 202 TREAD GLUED AND NAILED I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS \ / 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ L4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" =1'-0" JOIST RXIIIC SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I 1 �A ALIGN THIS STUD WITH FACE OF 2ND RISER / -2x SYP CUT TO FIT ' I BEARS IN WALL I ,_ . ---- 2x12 SYP BEARS IN WALL 1� I '---2x6 SYP ` 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 2" 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 STOP RISER AND TREAD SYP DRYWALL MUST ,r2x8 NOT TOUCRINGERS -----2x4 BLOCKING FOR 2x12 Cr I I 2x4 PT UNDER 2x12 ` I ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ J" X 2 " TAPCONS @ MAX. 32" O.C. �—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 1 \ r� G-1 TOP OF ' \ STRINGER �\ 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �N 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT ' 1 STRINGERS G BEARS IN WALL I 2x12 SYP BEAR,"I I \ IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 202 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN \ WALL 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU \ (114)4)10d d x 1 1/2" / AT STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP 4 BEARS IN WALL E DETAIL SCALE: 1" = V-0" INGER GLUED NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 202 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE------' AT STRINGER CONTACT POINTS D SCALE: 1" = 1'-0" 2x4 SYP BLOCKING >ZA FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 1 -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX4'GLUED AND NAILED TO STRINGER \ / OR DRYWALL SPACING / SECTION- VIEW "E" SECTION VIEW Col► F F 2x4 ST( 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 \ DRYWALL STOP NOT SHOWN / SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN, TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER \< (2) LAYER t" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1"X18" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT TO )ISTS) H �r \ 2X STRING�R 2X B[IOCKING PSON MTS12 w/ ' 10d x 1 1/2TAILS 2(`�D OR 2X BL07NG 3f�D RISLN;2_ r ECTION VIEW "H" SCALE: 1" = 1'-0" lh'! N O i� a ,�W (i a h C? C M C) N c .- c N- n N .M b 'W'.0 !V � y 2 /O d w�a _ 3: M Iu m a Iv o a u ���1ttltulJJIJJ/, � C14 - J �No0 FLO,.: �OFESSIO't%t 1141I! 1111`'��`� o 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 it 8g 5 w $pp 1) 32 Rig (Ii ib LL M •p J Q u_ wa U.ii z w Z a. 2ca$ O N W o 0.)0 W (n LL= toNZQJ a Ov h Z W ❑❑ 0 izz (nv) r z Cz �(1)2-1 ` 4 ti (Q C) m V �2 Ow g N � (a w C" Rig z I U Q Y 0! 0 M z J V- E z� w a rl Z® E U Ica toDo w= go oa z cQ.1 E c inQ x 'Q f7} z CA J �m �� 3w 2 o au 01 WV SC� J C) c ot— B � r Gfl >1 E con r r _ co O M _ 1 N �- C m U- O O 50 r— roo.CV F_ �- 00 O 0 LO C 4"1 M N C) (6 N COO O a mt Q — L.t7 N °8 .— T o � E O z `. L)) _j a o JOB NO: 22-12560-12553 SCALE: AS NOTED SHEET NO. ST *DIAGONAL SPACED AT 15'4" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING ROOF PLAN SHEATHING f— BLOCKIN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS SSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH M IT[ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� 1 A DIAGONAL AT 8'-0" WOOD MAX TRUSS �L WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 SCALE: 1/2"=1'-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. —(2) ROWS OF 10d NAILS @ 4" O.C. MASI FLOOR TRUSSES SEE @ 24" O.C. ICI t DOUBLE KNACK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE LAP (2) SIMPSON SDWC15600 SCREWS @ F. SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 77. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN t 24" O.C. AREA S 1000 SQ. FT. OF _...._ _._.. FLOOR AREA & SEALED - 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ i' LEDGER ATTACHED TO FOAM. DRAFTSTOPPING �/ MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO __ MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O 1 O o O I SPLICE O 1 o O O 21-0tv SPLICE BEYOND PART. ELEV. VIEW 11 [M:I LEI E LEI E LEI E Er— [ED a C•7 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER LAP PLI OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0"`�j WOOD TRUSS DETAIL - ADJACENT TO TRUSSES OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX — (2) LAYERS VX24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK - RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD n"rrru nrn.nn M% I nA Tf1CAl A ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6)•.162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO, STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. /— ROOF YYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD, BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED \� WITH APPROVED FIRE CAULKING.—� GA FILE ASW 0810 SCALE: 3/4"=1'-0" 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) - - (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD O DABOVE AT EACH SIDE VER PARTY WALL C STD 90Q HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 5401 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W T OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM AND SEALED PENETRATION AREAS W/ -- FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. --,/ (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER ------ � 6x6 W1.4xW1.4 WWF. —� 2 "--DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) - U z J �U) N Q 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 • • T (4) #5 CONT. TD. 909 HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2—STORY PARTY WALL SECTION rPW01 SCALE: 3/4"=1'-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; 0/ SEE PLAN TOP OF PLATE '--TOP COURSE W/ �- LINTEL SEE PLAN SEE PLAN WINDOW PER PLAN 8" C.M.U. WALL DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 Ant F.F. VARIES WITH c oy SITE GRADES SEE PLAN e�f y. N c0 Z o a 2 U 0-n O C M Co N !2 N f= N O 4 r N Y ac , �o } - o d Q.= N o C 0 Q-.''NSE �. .. �° _6r. _Ij 4 U �Oti ; 1 �'•. ' '�����/��/ .• R O F E S S %wk 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 - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 4 8 g gE V w d N 0 0 a NO zs Mh LL 9 J 2 W !� V Z LL M LL U- SSS W 1 � rn s a �i W N � 0 9. x * ILW NZ Q Z N . 3 � 0 pp 0 z Q $ �N z Q� �z � LU LU � V � O c U Q o 01 JZ 20 a J E E 55. O C 0. z o E ��o ws �o _rZ °Z in C rU N O m Y W 0 3 8 oEn T � ~ T C6 E � > cc� 3: T _ (0 00 LC5 N C m M o O 00 = r O N 00 CD LO :3 O N O Q N r 0o E O 00 M 0 • = E O >u to a 0 _j w a o JOB NO: 22-12560-12553 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) JOINT 5) SEALANT FROM q ., INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK - - AND EXTEND TO' WINDOW FRAME MASONRY ATTACHED ; PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to aiiow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING U 1 �© 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING INEXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN CI V-4" PER PLAN V-0" PER PLAN a SHOWER SEAT a SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR PROOF CAULKING CEMT. FIN. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR71. other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 1 = horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Jim Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with �� (BEFORE FOLDING, SCORE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTENDSELF-ADHERED FLASHING,PAPER 9 P p l P VERTICALLY AROMINIMUM B" RELEASE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOMLF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -ram- Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. I4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 W > co z!X , I I I - I Al 6. � , g -- CL CL W W PLASTER STOP a; U) - Cn - - - W CONTINUOUS BACKER () ROD & SEALANT W LU = X E- � w �° A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF (� ---- ---- DRAINAGE PLANE WRB BOND BREAK WRB I n '4,- I ; I SF LATH I , !i I' i I -'- ---------------- ' i' I I ° I ER STOP NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance W ith ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all r� !V tD f. Q p U, ` - o 1 CG c ca v c�j <A 10 C7 w- n CV L 1A y C <O 4 Cv Jc as m ; w A y a> a � ayi two ylz•-�. �EC roo w N N N N To the best of the Engineers knowledge, information and belle(, 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. W W .4 v EE FN A 6 C gi =' * - "o C ain�rZ32 M a 8 M v a U caLL3 ,n IL LL a. 4 'C°i a Z W o 1 0 rn n Z ILW Go Z � NZ d � Z N O U W rU C) z N z z � g d E3 •1-r cn Ow Ln VUl C M as c rR 0 r_ M Z 9.E &6 � a �O Q o 9 S9 M p Ei N g& ga d L 4o mg ^ $U NO _& Z Zv� Q� cq J� < iZ W U g w� Na y� 4I r J zla o 0 •�T1. T i m C6 > T� N 1 N �. L 71 o C °° co O 00 LL, O 6 N_ N r CV o�p d E Q M •- o z Z E O y d ca E U v m a O C 3 JOB NO : 22-12560-12553 SCALE : AS NOTED SHEET NO. W P J;.F HURRICANE Mounting Brackets (10 Gauge{ +1 /2" x+1 /2" x 2-1 Ze See Anchor Schedule Bats 1 f2" Dia. A325 Gale. (Trig,) 0 �/ g14 Self -Drilling Screws A/C Unit Bottom Edge Hurricane Strap (Typlplc 31n front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 0145elf-Driling StremThru Brackets a Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurrlcarm use) Washers Self Locking Nuts Spin,d* )NMailabgn i-uniatium are pnbrKW ovule each iiuratLy Its Air Baas. •RaMlodw Wt7erwLeB ola0eile Won anon file rY 926 I= VN Wit manulumnK Amnrell. 2M Smsd Mini Preclude, Ins, Category:=kral Components AACatsgary: products irtoduced as a Roan of Nee Tedlnology CemPll-as Method: E-luetan Food from a Rodde Regldored Armnut ora Ueerred Flords ProfessMtl Entirea Coat irsdVent Modele154o510 2 $'Went Modrls1a40.511 3 argnVertt Madill W 5540.020 4 arMnVent Model 01540021 5 amdvard Made191540524 6 &nawom Modo1s1540570 7 aYddvant Model$1540-574 Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Ronda Deporhertt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail angry a contact endnamA Uponam MMeel Gress. Him ss F. Naerli P.E (677)441-030 PE-13778 InW@awlMntcom PEIOiL�g Dual Funcam Flood and Wmt4don Vero Dust Funcder Flood snd KMladon Vent nstaaed floc) Vent h1W1edrlemo Vad 10&qud; Gonal door now Vast Woad Wall Insulated Flood Van 14.5&qual: clamps Door Flood Vert Pope 1 art IpNN=l "t art DowhPl>!o¢ au validated Or Y#Ad" lt6mtUed F&C Anotslid Appealed now Loot, Bove. P.E. 12M S2020 121N2020 12128J2020 Approved (334)300.1000 QWU ANUMM Gamo coulmashe I2ui2023 A smoWedra us. le HvHz Ys Approved for Use 2whillanu Y. BlaMtagl NIA aolm Peach N00/-I00 12512023 Yu Yea N/A .100f 100 1201=3 Yes Yos NM N00F100 12131r7023 Ys Yn NM ♦100A IDO 12312023 Ys Yap NIA NIA I 2023 Ys Yu NIA •1tXv1DO 1231202Y3 Y. Yee NIA NIA Flords Department of R.Wro e & Professional Regulation Fege 1 cot Building Codas and Standards 1114IM1 Product Approval Application Deal( raft ale Bea o3atPaalow ale mml xia m main m rmtagc FalEIaa[fL®a xmwd m mdwda Iaems" t96amuni Aar man RSNston 2020 Drum Motile, Inc. Jaaa1 Shumate Zachary R. Pned Locke Iboden P.E. 00'lonl 20 ddtINM20 08202020 ion32020 Approved Category; Floating (502) 300-1511 PE-74021 (334) 300.1e00 EtnDCMepay: Mots Raging J.".motellrmurntl,cer, mp ca1w" MdhoQ E xlI Report from a Florida Ragistand Araneed or a Licensed Flalde Prdbasiond Brpasr Approaed for use AmowdfaF Un know Dealer, 1 Drexel MEIN Roomy Systems OUG IDDNS, OMC 15DW, DMC trots, DMC 2006. 12131,2025 Yid No NA 101.1e0 DMC dV Florida Department of Business& Professional Regulation Pop2d4 Building Codes and Standards 1r25r1022 Product Approval Application Detal(am 0111111111 1291im a" WL M . jM vdn Manuhcturer Scgd� i LkanwyaiRmod By I Si mil parr ed status Rarlelan 2020 Thermo-Tru Corporedon ;aav9 Jaaperwn Lyndon F. SOhmK P.E. Ryan4 King, P. E. 04M=021 12/312020 04nV2021 OBKMW20Z Approved Category: liaterior Doom (BOfg 819-7828 PE-03400 (819) 767•rrS55 auDCabpory: BYanginp Exbrior Door Asserrir5ss jaspersorr�Mermetru.co Compliance Method: Evaluation Report from a m Florida Rogieteled Architect or Licensed Fiords FIfIGtt)4boeaats Professional Engineer Am NeductMetlN.NumbaarName OualMAaeunencs ggga pJpgpg &ggramadfg,Uss AaoroysdforUse, ,In,14VHZ 2iiiiiiiiiiiijb= )glean Resistant Qitlan 1 a. T !!!m ru Fiber-Clasdc and Snoodh Star Nominal 6&N3a6 Aquotlhpactliquot Opaque 12131J2022 No Yea Yes WA Composite Edge Rbrgles Single Door (InaWne Ordewhil X aontguretion) 2 b- Themla-Tv Froar.Caurc and Smooth -Star Nominal B&I "li pactl quot Opaque 121`31r= No YK Yes WA OtImoostar Edge Fiberglass Sngle Door with Sdelte(s) anenlln pOu imina XO, OXor OXO coMigurafiona) 3 a Therma-Tru Fiber-Claeew and Smood*Slar Nominel 8ia3P,8 8quctinpacriquot Opaque 12J31/2022 No Yet Yea WA Compositor Edge Fiberglas Double Door WO, or wthout Sidelltrs N-wingKhowng; X(or OXXO connpuredons ) 4 el Thomw7ru Fiber-ClaWo and Smooth -Star Nammq 90:0 "lmpec*uot Opaque 12J3112022 No Yes Yes WA Composite Faye Fiberglass Single Door (Inswrg/OtMwhg; X wmguremon) 5 s. Therrmi Fiber-Cbsslc and Smooth -Star Nomrnst 85e39.0 aqubtimpactigtgt Opaque 12MV2022 No Yea Yea WA Composite Edge Mberglais Strgle Door with Sidalbe(e) (AswnglOulawing; XO, OX or OXO corm lummons) a f. Thanii Flbw-Clsatlo and Smootratsr Nominel 8&e39;0"lmpectiquot Opaque 121312t)t2 NO Yes Yes WA Composite Edge Fibarplass Double Door with or Without SMsIRas (InaMnWouRsW ny; XX or OXKO connpura'aoma) 7 g. Therhs-Tru Flbef-Clossic and Smooth -Sher Nominal S&III "lmpactiqusot Glazed 12/31f= No Yes Yee WA Composite Edge Fiberglass Single Door (Inwing/Qut1mAV; X corrsgursten) 8 h. 7hamw1ru Fiber-Olosslo and Smooth -Bier Nominal 81e39,8 "AW6t1gUot Glared 12r3112022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sideltr(s) OnwimInS Guiding; XO, OXOr OXO confgunlions) 0 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&M,6 5.quotimpa;*uot Glazed 12/31r2022 No Yee Yes WA Composite Edge Fiberglas Double Door Win or without Sidelnas OnsNmdCutaxing: XXor OXXO configurations) 10 1. Therma-Tru FIWf-Claseld end Smooth-abr Nominal O&R9g;08quotimpaot" Glazed 121faI1 22 NO Yee Yea WA Composite Edge Fiberglas Stale Door 'Inw2mplODbwyg; X eonegurotlan) 11 It.Tharma-Tru Fiber -Classic end Smooth-Sbar Nominst o&p3R;0 dquotlmpectiquot Glazed 12/31rl= No You Ys NIA Composite Edge Flbaglws Single Door with Sdelite(0 Onewrgl0u16wng; X0, OXa OXO confgumlions) 12 I. Tharma-Tm Fiber-Cio"lc and Smooth.Sbf Nam As) 88a3aO iquotimpeeti uot; Glsa m! 12J31MOZ NO Yes yes. NIA Composite Edge Rbagloss Double Door Wet or wthpldSidolits6 OswinO/OutwMng: )0( or OXXO configurations) 13 n1 Thorma-Tru Rber-Cbssic and Shooter -Star Nominal aAMA 8quotlrrpacdquot Glazed Molded 12131J2022 No Yes Yee WA Open Composite Edge Fiberglass Single Door (InawnwOul Twig; X configuration) 14 A. Therma-Tru Flber4lasde and Smnotn-Star Nominal SOM,8 iquotlmpaetagUat; Glared Molded 12131r= NO Yes Yes WA Open Composite Edge Rbergles Single Door With Glazed Moload Open Sidegte(e) (InoWng/OutsWng; XO, OX or OXO confgunbons) is 0. Them aTru Fiber-Casele and Smoob - Sler Nominal S&MA dquotlmp,ectll,qui Glazed Molded 12131t= No Yes Yea WA Open Composts Edge Fiberglass Doubts Door VM or without Gazed Molded Open Sidanlea pnr wmilinvbw'rgi XXor OXXO configurations) 1s p. Thems�Tru FiWr-Clesid and Smoolh-5Lr Nominal a8a3?8 8quotlrrpsctiquot Opaque 12/3lr,3(rY2 No Yes Yes, WA Composite, Edge Rbarglos Single Door with Moded Open Sidelse(s) O nowng/outs111ng: XO, OX or OXO confgurRlin;) 17 q, Therms-Tru Flber-Claesc and Smooth -Star Nominal el&:a iquotlw"otiquot Opaque 12131/21122 No you Yes NIA Comports Edos Fiberglas Double Door W th or wnhohn Guuoodd Modod Open Soollits (InaWrg/Oulam ng; XX or OXXO caMgurstlors) Florida Depart nart of Busfnesa & Professional Regulation peyel ai Building Codes and Standards tro2o21 Product Approval Application Detail >:sOl 1g1Af� a4 pile asfa9loilm al4 im YedpIl .aOldagalLK rdOha OmtlLALicense vaimmod air julatilgidi FOCApat93al AggCQyl9 am Reldscn 2020 POTInMeMs J., Ro..* MI-6-Dede 8000-CER Mla l*Dede BCCO-VAL 11/19/2020 100=20 1124M20 Approved cMepety; ExWla Dour (st) 4e&0100 (755) NSatded eubCdego7:aldn9 Extedw Dow Assembles lroteasMSipyndlemeac compliance Mimed; Consort" Marx or using om QuaillwAssuram AnerevMfarWs Adnrovesfr We bad Qum !ea$KaLIM coare,iiFFaglaiJmQtit InH)mli fludddtHVKZ 1talldalY PAmIiBt 8 teG0.65F0(Urge Meats Impact) Vhyl aka,g Oleas Dow 041142021 Y. Vat Veit WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please pro%ide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbr a Category/SubcategoryCategory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThermaTtu Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 ThermaTfu Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40,0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41--38.3 psf 12/31/2023 D. METAL LOWERED 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 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16I2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Slidin Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 F L15349.1 +60. 0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/261/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 [WA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underla ment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 WA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NI 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/3112024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/ 11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 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 must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professorial Regulation pptf of Building Codes and Standards 1282022 Product Approval Application Detail nuorr Iyva version Manufactur Contact SEm itldenee validated By aQyg®M FSC Awroval Ageroved Amu Rwleion 2020 Therms-Tru Corporation Sea-Jasparwn Lyndon F Schmidt P.E. Ryan J. King, P,E. 07WI= 07112/2020 0712WMO 10Y13I2020 Approved Category: E.Wo, Doors (800) 843-78a PE.43400 (813) 787M58 9ulaCatagory: 8wingirp EtWcr Door Assemblies alosparmn®Memmtru co Compliance Method: Evaluation Report from a m Florida ReglaWed Arahtect W a Llcenood Florida Professional Englnaa A1111naolrtl�r ttaatlaa &MMA d ter llr At QUM 8ed 1. ProdIJG MddM. Number or Name Product Deadnoton Canaeet brol7atlWl Date In HVH2 Outside HVNQ Reelatant pressing, 1 e. ThamoTn Rba-Clessc snd SnomhSW Nominal UALSSO SquoLimpact6qurrt Opaque 12/312022 Yea Year Yea WA Compete Edge Fiberglass Single Door (Inrrwrwo-aWng; X conflgun0an) 2 b. Theme-Tru Fber-Claseb and Smooth -Sitar Nominal S&M.8 &quoOmpact" Opaque 121311= Ye4 Yes Yea WA CompotlM Fdge Rbeglaw Single Door with Sidello (s) (Inrwnwoutowng; XO, Ox.or OXO mnngura8om) 3 c. Trsrme-Tru FBXx-Clawlc and 5moolMSter Nominel8�A4 s 6quotlmpactiquot Opaque 12/3112= Yes Yea yes WA Composher Edge Fiberglass Doubts Doorpith or without Sloa da (IroWngA0~ng; XX or OXXO confgurations) ♦ o. Therma•TN Flber•Classle and SmmtnStar Nominal S&SWO tlquatlmpacxaquot Opaque 12131r2022 Yss Yea Ys WA Composite Edge Fibeielaa tangle Door OnsnirmlOularing; X confguration) 5 e. Thermo-Tru Fibs-Cleaeic and Smooth -Star Nomi-I 86e390 &quctlmpect&q.ot Opaque 12/3I1= Yes Yea Ys WA CompOaile Edge Fiberglass Single Door Wth SdNte(s) OmwingK7utawnp; X0, OX or NO configurations) a r. Themme-Tru Fitter-Clos k and Smocth.Star Nominal8aAg8,08quotlmpaGaquot; Opaque 12J3112W Yn Yea Yes WA Gompotlts Eggs Flbarplats Doubts Door 1Mth or Wthohit Sdelts (II1eAinglDutewing: XX or WOCO conngarebens) 7 g. Therms-Tru F1ber•Castic and Smooth -Star Nominal Wiles &gUodmpad" Glazed 17/312022 Y04 Yee Ys WA Composite Edge Fiberglass Single Door (Inswiny0utswirg; Xconrgun don) 8 h. Therma•Tru Rber-Cbaeic and Smooth -Star Nominal 68lk998 8ouatlmpaet&qupt Glared 12/3112024 Yes Yes Yee WA Compooft Edge Fiberglass Single Door v& Sidelte(s) OrsWng/0ubAing; XO, OX or QXO Wnfri UfadOne) 9 1. ThermsTru Fiber-Cleodo and Shototh-Star Nominal aiaY39a 9quotlmpact&000t Glazed 12131 r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With or without SkWtls (IrsW ny0ulev8rq; XX or OXXO comlouradons) 10 i. Thermo-Tru Fiber.CWeWc and SmoothStar Nominal S&# g;0 "lmpaomquot Glazed 12J31 Yes Ys Yea WA Composite Edge Fiberglass Single Door (AsWnglOutowing; X configuration) 11 KThermo-Tru Fear.CiesN and SmoWuStsr Nominal 5&s39;0 Squothnpact&quat Ga2sd 1213li= Yet Ys Yet WA Composite Edge Flbsglaa Single Door with 91dolte(s) OnsWltyOutirring: XO. OX or OXO confl wind Ons) 12 I. Therrna-Tru Fiber-Cisslc and Smooth -Star Nominel8&N3;08quotimpsd8,quot Glazed 121'312022 Y04 Yes Yet WA Compoots Edge Fiberglass Double Door Wh or without SdNNs Grew nvoutwuirp; XX or OXXO configurations) 13 m, ThenvmTeu Fibar-Ca arc and SmoatKSNr Nominal 6&a5Q8 SquoOrnpaptaquot Opaque 12J312022 Yes Your Yet WA Composite Edge Flberglass Single Door with 8quotNon-Impsoraqua; Sidelfte(s) 'InowlglCvpwnp; X0, OX or OXO conlipurelions) 14 n. Tharma-Tru Fier -Classic and Simoo1M8hr Nominal8&e3g;8 Squotlmpeat" Opegw 12J3l/= Yes Yes YK WA Composite Edge Fiberglass Double Door wain BquotNont-IrtpaUiquot: Sideides (Inswig/Ou owns; OXXO configuration) 15 a. Therms-Tru Rber-Classic and 6moot ,8av Nomina18Ee39,0 tlquotlmpaQiquot Opaque 12nit2022 Yes Yes Yes WA Composts Edge ilberglas Single Door with &qua;Nkn-Impadiquot Soo lite(s) (immAi gl0utasitg; X0, OX or OXO conlipurations) 19 p. Therma-TN Rber-Clstc and S moth-S4ar Nominal B #Mo aquotlmpsd&qu01; OPaqua 12J311= Yes Yaa Yea WA Composite Etlga Fiberglass Double Door trah BquptNb InWct&quol;SdsUS(Inwmna7lOtisWng; OXXO conrgure&On) 17 all Theme-Tru Rba-Clessic and Smooth -Star Nominal O&M.6 aquotNon-ImpociAquat Opaque 171312022 Yes Year No WA composite Edge Fiberglass Single Door Onswing/0uawing; X configuration) 18 r. Thems-Tru Rbor-Classic and Sr oothStsr Nominal (&R39,8 BquotNon-Impar!" Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelto(s) ( mprmIngrOuWM g; XO, OX a OXO configurations) 19 s. Tharrrla•Tnu Flier -Chub and Smaodl-Star Narn 8aiP39;6 "Non-Imp maliquot Opaque 12/312022 Yea Yes No WA CompOtlM Edge Fiberglass Double Door War or Wthout SdsBs irmAingiOutawing; XX or OXXO ooMtpaadons) 20 t Thermo-Tru Fiber -Classic and tAnoathStar Nominal 8&Ai datumNon-Impootaq lot Opaque 12/312m Yes Yes No WA CompWle Edge Fiberglass Single Door (Inaming/Ou4Wng; X dorAguration) 21 U Therm-Tru Fber-Clasec and Smooth -Star Nomina18a WO SquXNon-ImpaGBquct Opaque 12131r= Yea Yes No WA Composite Edge Fiberglass Single Door with Sldelks(s) OnewnyOutwAng; XO, OX or OXO conndura0onsl 22 v. Theme-Tru Rber-Clasic and BmmlMSler Nominal SILAIWO "hlon-Irlpad&quat Opaque 12/3120 Yes Yes No WA Composite Edge Fl bagless Double Door Wth or without SMelitos Onswing/Oulswing: )X or OXXO configuration) 23 w Thermo-Tru Fiba-Classic and Snwdh-Star Nominal 88J139A aquctNon-Irrpadaquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglas Stgle Door (insWnpK)ulswip; Xcordipurabat) 24 X Thermo-Tru Fiber -Classic and SmOcth-Star Nominal ft"91.8 6quothion-Irlpag8quot Glazed 1213112022 Yes Yes No WA Compodm Enpe Rbarylse Si gle Door with SldNte(s) VIM8rglDutswnp: X0, 0X W OX0 confguratons) 25 y. Therma-Tru Rber-Gssalc and SMOOm-Sar Nominal SLOW;& "Nory lmpactaquot Glazed 12111V2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or Wmout Sleellts (InsMrgJOUMW ng; KX or OXXO configurations) 26 i Thermo Tru Fiber CloWo and Smxth-Ster Nominel 8&e361 aquotNon lmpstlaquot Glazed 12/31r= Ys Year No NIA Composts Edge Flbsrplos Single Door Onswny0utswilg: X configuration) 27 ze. Therma-Tru Fiber -Classic end Smooth -Star Nommad 850138:0 aquatNon Impa4" Glsed 12181f2022 Yes Yes No WA Composite Edge Fiberglas Single Door with Sidelto(s) Onswng/Outawng; XO, OXa OXO confgur+tions) 28 zb. Thn1ms-Tru Fba-Classic and Smooth -Star Nominel88dY6 Squothbn-IrlpecAquot Glazed 12131FAW Yes Yes No WA Compotlh Edge FlDergtss Doubts Door W th a Wetllout Sdelibs OrlaxirglODMWng; )0( or 0)0(0 configurations) Flortde Department or Business & Prorwsional Regulation Binding Codes and Standards Product Approval Application Detail Papa 1 .12 161=1 ggge Einar au au tat. roam an Mix Ylralm aligigaitim gaa E0001a[illiilLt kddku & YaagaW Ialalggha I-Ammval Aalame0 awn RWAebn 2020 MI VArdows and Doaa Sam atinger LUN Roberto Lomas arum M.UNM. PE 10062020 IOgN20W 10n92020 17/152020 ftMOAd ColeOdaY• ExWlor Doan (717) 3861300 PE-02514 017) 317.5454 AattsbWM•aldnO Exterior Door Assemblies b1111hper(gmtrd.mn CodplWice Posted CNsnladdl Robert tom a Flare• Registered /vdlload or a I oersted Flaw Pretanbna EAO— QmMWAmIUOss Acorayadra Uu AUKEMAIXg Un how Raman Ila Product Model Number er Names Product Description Coremot Empastlarn Dalls In Hit outside.RVIC R4 Prossum. 1 SERIES 420 ALUMINUM 890 SERIES 420 ALUMINUM & OD OXO 1201121124 No Ys No NA 145.3"qud7rs0" NON -REINFORCED 2 SGRI6S 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO.XX 12012024 No Yes No WA 96&gndT80111,Wot NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM aGO REINFORCED OXO 1231/2074 No Ys No WA 14ssnaqudzgs&qua: 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420ALUMINUMSGO REINFORCED OX, 12012024 No Yes No NIA XO. XX onqud319awd; 5 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM 800 REINFORCEDXXX 121312024 No Y. No. NA 143&quct:X95&q/d; Florida Department! of Businsae & Professional Regulation paps 1 a Building Codes and Standards IMM21 - Product Approval Application Deail t BOtlOca ails am g&ULBWA ¢ )its 2W )tilam m101dtlaQ6 SadOti vaimo IL®L VayUYhl SMW Fir4AMMM Appr0la4 $fait RWOM 2020 Wayna-Ooton, a avluan or Overhead Door Dwayne 1I Jdhn 1. acats4 Jamey P. Amason. P.E. 10n2r2020 ON29M20 lormo20 12PI6M20 Approved Corporation (330)763.8121 PE-51737 (904)821-5200 Cala on, 5aWI9r Doom dkanleh®wayrd da0m c aubCda err. aecboral Sxlabr Door ASK1701ft Om Compliance Method: gvalYtlian Farmed awn a Flodde RegbNrod NMI14e1 or a Llomsd Fiords t11 Prclosl0ld Engow aeaa ProdLKI 11211111. P610K Of Ulft Product owribum Arrayed fa naa Agg(x,(ajiu Lo an Iun1mZ outmcb111mi 1read. saiial gg)gm Premium 3 8000M1D0E200 a1105 IJUQS: Ms eMh. 14UN: Max hddht. GMzln9 12131=3 No Yet Yet .31,00100 wellebls In too a dnMRn401Me $sew 10 BOOMI M820001123 15&M. Ms with, 144M.. Max heard. Gladng 12/31=3 No Yet YN -30.0003.50 aW bable In top or intemradlsto search, 11 8000R100P820001124 1SAM: Max vAdth. 148113e. Max height. Glaring 12131 2023 No Ya Year 4441118.30 waloole In top of ntemlodise aodlon. Florida Departmert of Business & Profsselonal Regulation repel &I BliidngCodes and Standards I e MI Product Approval Application Detail 7xJY Y&OgEI NaoYB10Y0C 1:Ogi� andsratu,.a.e Ya,tleee sr Y&Igreg laemlgag PAG.Amut Aggm)eg ;..YI Rewetal 2020 Comes Division orAADG. ino. Tail Rattly UL LLC Troy Sahop. P.E. 12110I21120 121012orzo 12r21r3020 IpprwM calegorr: Eaneda code :8411454.2813 (954) $47-deed "09#Sory. Extorter Door components gn.ralleyQaeMablay.ao CWVIMca Method CWM NNW WIN or LIeMg m . _ AaarawdfaUto Amovedfor Use it= : 20M Ana 157P2g.MLa�11Yao Ga�.i lalOgli )aitYtle.11101i 6asltlipt Ensaln 1 607. 70T t27 747. . 777, end so Sang antl Pees al Flush. Glazed, and Louvered tingle and pin or 12G1r2025 Y. Yes Yes WA Doors hgiow maul doss. Florida Department sir Business & Professional Regulation Pegs I ate Building Codas and Standards 1=21 Product Approval Application Detail Sags lialN w alle aL rate Parana ad$ ]its YMAM alam&M 1119Agawat AaROM mum RwAsan 2D20 MI Wlndoe» and Done Sent atlinger AmOrlbon ArChnedwal Slow M. Ufan, PE 11117020 11I772020 11(27J7020 APpnoved CMogory: Wndoas 171 t)365.3300 Monuficturen ASSddedon (777)3176454 "ItCMegory: amps Hung asmnga®rNw).com COepllanoo Method: CLYtateden beak 0, Lkeng awikAW Amazons for U, AsurnmaidlaUse laul Qom arse In Hyn $ ! Pressure 2 185 SH 52x72 FINFlergs Frame IGJSG Single Hung 1 a042D23 No Yet No .6060 Lemhaied Ghee -e-• N N L Qi Q Q 2 .� CU 5 Cn �`W0I-0 0 CU O cu Q c 2 �0U_CU O 3 � o 1 n. H.Q.'=U)<t f MWI Q Z Z W J It" N to N era O > W O ¢ Iti P f0 � CV m >C O W 0. f4 GJ N o W Q ran 4.+ CV � d d ECc 42 u aN 15 W C Cf Cl: •� E � e W CU cu > 0 L� 0 Q L U O W CU W CL ia- O L_ W� W Z Z Z Q J a SHEET NO. PA 1.0 O CU Florida Department of Business & Professional Regulation Pegsa a9 Florida De r(mord of Business A Professional Regulation � og P•g+ d1 Florbfla Department of Business & Professional Regulation Paa 1 at Florida DapeltlRaflt d Business b Professional Regulation Ma41 a2 , 0 BuildingCodes and Standards lrtsreozz Building Codex and Standards 14=1 Bulking Codes and Standards I V=I Building Codas and Standards OM21 Product Approval Applleation D4011 Product Approval Appllcedon Detalt Product Approval Application Detail Product Approval Application Detail Q C � O i Entity or 20 21k Dab refidim 21h Ssegddt agaag[ OEt no lib Perim au ��11 IJIaa 2falaisa aa011dGaI0L GaaMla MMU12KILLiMM Validated By willow a dlialoY FMGAsamlal Asatmma AMR sub Ratio, .tars at, 0a0Btadm 21M S:da IPNIYg[ art Asa aatLLmd- Appunts are ]Ya mum tlaOY� �� � iwwlbm UNION[ Lam EaEl,-,W Ygmm no& •V/ Reritten 2020 Therm eau Corporation Gelpery; Exterior Door* sti Uosperson Lyndon F. Schmidt, P.E Rye. J. King P,E. (800) 843.7848 PE-43400 (813) 767. W 10A7r1021 OW 11=1 10/131102I 12/1512021 Approved mulk thtem Affirmation 7A20 swigam a[ PGT Industries Smdd fn&MKAlkm VAIMMd.Wl Jane Re ovrdl W.n+Dnb Wt0- CER MIsmkOoda 9CC0 • VAL YAIW late alamatd PSCAMOM ApggDVM 1 ifta20 11/0&=20 11M V2020 algae Appo tool Loa IN= Rmbbn Z020 awsmom MI Wagon slid Dorm Qnsnd lamouLLaim )Mlmldat Bread a inset Amens mok wum Sloven M Uneh, PE 999M ilamli Fee 10911r2020 iavwoz hkomm IWIW 020 iimm ppprraiW ReNtbn 2020 AN 4Nnd- and Dow Went all American MwlYrunl Steen M.Unch, PE 111221I if=20a0 11RMg20 Aprxw+ad I020 � {ra a CIO (n Subcategory: 8Wrg)ng EAbrlex Door Assemblies ejelepafeeal®thermatrvco cesawy, undeho, D0413446.0100 (7411)a15-2880 ler. 1'.Ysgdly: Windows Oprr. 3lar (117)755•3700 M.nu1•rurea Assalenon 1)17)a1t-6434 MamperemNM.cm CaIWo+Y: Whdowo &*Cst4pyn Rood a5 (7'I711a3aq NmuYaMmr4 Aswolefen (rlt)31r-a434 b0irge emMrdAwn = (D / ♦ j� � V ComplianAdAderhold: Eveluatbn Repeat h ce tram m BubCeapry: anpla hung CAmP anw Mrbnd: Contrived. Mark orm Ushro catxv gyIllWernAC MC HwMtudal Compliance Method: Certification Mad ear Lldis Congrin Mserod Cer110cadn Mad, rLoo fing p V VO ^ Florida RegisteredAndhsol ors Licensed Florida O .i.i Professional Engineer ,.9WIte�1MImEs .. .. gum&-imp3m Almmmlfallu ARRMldata„M tam 21" Apartheid for U" Arrtudfa Uw kuw DRAW �n O a smiAsa im AQWL* .hat E A22MAl IDr Lisa 9= � AMA Prodlet Ymtt lrappr r lM■M wag GgaaM„taeltatitlt3mtt In HVNZ �l*Nz Pressure ai,a r In M" 2WMdLk= Rubad �n age! IItpMl o rd)2MM ! as�WlNK 0 O LL i s Mat ModM. Number orHame ProgOOt Datongbon Cdntraei E_oh9mn Date In HVMZ Outside NVFQ aR fMaM Pressure 2 81,19600 (tress LMia MpaG) Vnyl "I. Hung NMN- 07110=11i YN Yes Yet WA 1 HS Iae Fln erMFlenge Fina 73.02 lnwkdsd pax 02MOD024 No Yet No a651-55 1 +66 PW 73. 7'21n.0 t d Wws MImvll No Yea No s#*ad co �n�s+,rear CIO 1 a. ThermtTN FbenClassic and Smoadh-Shea Nominal I 8 aquMNdn•Irrpadaquot Opaque 1213112022 Composite Edge Fiberglass Single Don No Yes No WA O `v ter O (Inin irg/Oubwing: X Don lauration) 2 b. ThemtTru Flbor•Clsulo and Smocth•Stsr Nominal 660130,1 AquotNOn•Im4Md" Opaque iV31/2022 Composite Edge FlbbMrgplAss Single Door No Yee NO WA O with Siads(a) OnsWnglOubWn9; X0, OX or OXO W }A erdgurotions) O ^ a� U Q 3 aTherma-Tru Falr•Clossoand Smooth-Ster NominalBAXM;8 aqudtNon-IRdaquet Opaque IV21 2022 Floergkss Composite EAge Double Door %M or No Yea No WA i CV Without Stilettos Qrw.ingouaMrhg: )M or OXXO configurations) 4 d. Thermo-Tru Fiber-Clawlc and Smooth -Star Nominal 73M310.0 QquettNon-inpodSquot Opaque +2/3112U22 No Yes No WA Composite Edge Fiberglass Single Door (InownVOUtsvung; X conhgrawri 5 a. Therms. TN F o r-Clusb and Sm00tn-ater Nominal 178N3P,0 Squat Non-Impedaquat Opaque 12131120M No Yes No WA Composite Edge Fiberglass Single Door with SdolWw4 (InoWnWDUtsvoing; XO, OX or OXO S t. Therme•Tru RbohCbssb mid Snsooth•Stw owiflglustgne) Nominal B&M:O"Nowimpod" Opaque 12/3112032 No Yes No NIA Flonda Department of Business Professional Regulation F.gt 1 a1 Florida Department of Business & Professional Regulation P1 at Pop Florida Departmort of Business 8, Professional Regulation P.Pl a1 Composite Edge Fiberglass Single Door Building Codes and Standard$ IRI1021 Building Codes and Standards tome Building Codes and Standards + + BraWinplOutewig; X oprhflguMtldn) 7 a. ThemrTru Fibr•CMssicanted Sn11o0h-fnar Nominal UM;0"Noo-tmpedaqupt Opaque 1274112022 Composie Edge Fbrlaw Single Door with No Yes No NIA Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail SkWRe(a) Mswtng/puta'Mna; XO, OX of OXO oSnR>)uratorn) 8 h. Themns-Tru Fiber-CWsic and Smooth -SW Nomnal BBdfa;OAquotNon-ImpadAquot Opaque 1213112022 No Yee No NIA Campos%Edge felbarglass 0eubb Door vim or edit, a" �g.Paadda m i� c^u. r !>� am QNLMB= am alb am am go llaam AWN We1ad sm6ma (Iwoun g; XX orOXxO neMnOa lYsa Ymlm ti101dlPaMS .g GMdd AmktL&kl 1/a111daaL®b '� uwdd PIICAwraea A9a@Jd aa" an Vaal- BlalddNIN 99191 end,vrt&IJ)eere Yaardmm X01MAN folidaatffi FMAppi■NI A,,,,d ad& lets, Valium gMjittim Sddhd almiKA.UOfat YelltefaJk Y wof aaAmled FaCApproved Aa@>0a suss 9 I. Thrms-TW Fiber -Chows and Smooth -Star CCnflgura0oM) Normal SAOWB "Non-Impautili Glazed 123112022 No Yes No NIA M&Mldi n 2020 PGT Inaaow Jane RONw* Mam401de BCCO- CER AMmHAa 6CC0- VAL 1 i0=20 11,1t 020 11M I/2020 Appevd R.Mw 2b20 MI Wad- and owe Bradt atl,,w Luis R Lmat. Pig .Steven M. Unih. PE 10,108" 10/06r2020 10AND20 12M512020 Approved ARMlw+W 2020 PGT Indudl" Jan. ROWWO MemFDoG aCC0- CER Aaerrwt»ds RCCO- VAL 11105=20 iiJOYM20 11/1 V2020 Pppraad Composite Edo@ Fiberglass SingW Door Cwtegey: lnii (941)48"100 (7n)316-2IM0 Category: Whwwa (717)365.33% PE62514 (7n7)317-W4 Cdapry: Wndows (041)4664100 (748)3111-2MO OrlaWlIGIOulaWip; X 00rdiguroddn) BrACetapry: Fixed IfrsWaklaDpllWellsto 1k++1011*saM• Anuses bsiamg+@mhrd.oem autlCropary: Wnne Ironoynkiao0ar+dmareeC 10 ) Thermo-Tru R A(Zlosre and Smooth -Star Nominal,Um;a &qutMNoh,4mpad" Glazed 12131r2022 No Yw No NIA Cwrols het, Mad,od: CoAawtlen Medea w LNung am CwplMea MMhrt 6YaNa0a1 ROW tam a Crrellna MaWee: Cerlluaew MM Or LNdng am Composite Edge le"Iw Single Door Yoh fla,M. Ray.tend Ard+kael r a Uwnwtl FlwkY Ski*IMe(s) (IneWlnwOuleYRng; XO, ON of OXO :, .. ... Preteeeiansi Engne ppnlipureoona) tions) _ 11 k Themes-Tru F6erClessb and 6vnooti•8ru Normal 8 AquotNom)-ImpemaBgwt Oozed 127911202� No Yea No MIA R Yed1 Mua6r Yams >iMla�reopra 00, AlPotaMaaa[YM AtOratMaliLW mast mead. HVHZ in HVHZ Rgelawd agE� +�' . ,. - .. - - alga! 2WIDAW 1' alMrtelmt Ga0raM8Mlntlml2rt ht�." AamIDrafslaa IMM Gads hMlBli amratmait aggeuDt Emma Compwge Edge RWwglss Double Door veth or AMA vet a GrmtraAiadtelors tradln Waist Islamss(InawlnWoulMing; XX or OXXO a PW-500(Large M4YN lmpea) isle Fated W1.4aw 04/16Q02a Yon, Yes Yee MIA amduAaWmm EoummukMY AMMNLfULM lam 21At 1 Wame tor All Dom and mndows Aluminum Idiom O&i& 26 Yes Yes Yea WA 12 L Therma-Tru Fiber-Gasaic and Smooth•SMr configurations) Nominal 7AA3g;0 64uotNon-ImpwA&4uot 0192" 1213i*= No Yea No N/A aw 2 67a1 gm&Aaogmm Gook&dXmfPdWL21k V4rua) Al-inum Mull- 1201112=4 Wok= 2MIAIL di No. Yet atdl= Yee aama WA Composite Ease Fibelylow Single Door (Imrn+ngroulawilg; X conflpuatidn) 13 m. TNerme-Tru FlberCl.ssieand Smooth -Star Nrneml 7&0Q,,0"Ndn-ImpocISqud Glued 125112= No Yea No NIA Compo" Edge Fibers Slnyto Door with Sideme(a) 0howriolQ.dwMng; 2. OX a OXO aonfiguratiorn) 14 n. Theme-1Tu FWor•Clwsic and Si mid -Star NOmMI gA :0 &gUetNelt-ImpodB4 Jot Gloom 12161f1022 No Yea No NIA Composite Edge Ftbarglew Single Door OrlwAngrounwWrA; X configuration) 15 a Thorms-Tfu Fiber -Classic and Smooth -Sher Nominal) 8903a:0&qurtNent•ImpoodauOt Glued 12/31r2022 No Yee No NIA Composts Edo@ Fiberglass Single Door With Sinliquis) OnsWrhg10unAvfng: m, OX w OXO Florida Department of Business & Professional Regulation Fop I at Florida Department of Business A Professional Regulation Foe 2 a2 Florida Dopanmord of "Irmo & Professional Regulation P.g.1 a2 1s p, ThemltTru Fibar•CMwk: and Smooth•Stw mnnguretona) Nomhol. B&M;O 8quokNoh4mpad6gUot Glazed 1213112022 No Yea No NIA Bu)kang Codes and. Standards tai2Di1 Building Codes and Standards ta912931 Bu(Iding Codes and Standrds 105021 Composie Edge Fiberglass Double Door With or Without Sgelites (Inswingf0utso g; XX or OXXO Product Approval Application Detail Product Approval Appncadon Detail Product Approval Application Detalt uvnflgundions) 17 q. ThemhtTnl Fiber•CMosi; and Smooth -Star Nominal 530M.8 AquotNon-ImpadAquct Opaque 121311= No Yee No NIA Crnpodm Edge Fiberglass Single Door Wth Transom (InsWng/OumWng; OIXcdMgurstion) 10 r. Theme-Tru Fiber-Clwic sold Srroott•SW Normal810i 4liquettl4on-Impwdervot Opaque 12/31/2022 NO Yet No NIA Si9aM Rnfta MA D" am-Podm an Sant som w, alas sae AELMOSS lent sag ads 2dLBMIim gala Coriparite Edge Fbeglw Single Door Mlh lYa XEM !ate 21did ZQWMKAIWL xdmlmte Yaadd Lalmm Fscitiomd AR22d salons lhaA )"M WatlhmuaL Gonad AdbaffALWM )Minis & xdw" auamad FeCAppraeat Aaolsld mum lust Yfnlm argddloa= rat= adaRKAii2em )BtlOrtd by mmm sAmod F&CAppawd Aaomvm alanM SWelhte(e) and Tag neom (InewwalOWaWrig; O/XO, OIOX or O/OXO obMlgurs" 11"Won 2020 James Hardie Building Predict*. Inc, Chad Olerds V, Andrew Ton Jahn somaM, P.E. 0110a1J021 12/14/2o2O OIAO021 ding PSG Awn RMron 2020 Aidds Nick Thangan Lyndon F. Ghmid, P.E 1ry.n J. Kh9, P.E. 120 02nd21 02/7571021 02f=021 04113/2021 Aeviond Revieon 2020 GAF MIM..t Mtn Retail Nenlnan John W. Kmaawn. PE OBld42020 Da21R020 IOAYL'= 1211&2M Approved 10 a Thema•Tm FbrClassic and Smooth -Star Nominal e8AW86guotNOn-Irrpadtili Opaque 12/31f= No Yes NO WA Clrsow. Panel Wow (W14545-835a 1,E61062 (352)347-252111 calaq : Panel Walk 1330(=Z89 PE•43402 1313) 797.6555 Oatiro , Roane (600)700-3411 PE.591n (0114) 772.6224 Composite Edge Fiberglass S61gle Door vwb *kftopyl adn9 ah.d.dierdas�ismeshed grrbCeapry: Bona ,dnwnpeont3daide.corn au,(:r.pry: Alphas slogan msiMhdpf.sem addae(s) (InaWnglUrdsWrg' XO, Ox rOxO Cwmibnci Megiod: E"UNUM Resat eta A e.cwn C*t*IW4*M.w0d: RVOUNI In Repwtean 6 Compllwros Method: Evrusiln Report from a Caidnudius Head and Sill ppnllgru 000na) Pioddo Raairrsd Arah000l or Ueenssd Flori Fladde Reglelend Mahftwt or a Llohiad Floods Florida Reghtlered Architect Or m Uaermod Florida 20 t Themki Fibm-Cbsaio snd Smoom-ebr Nominal B8aC44,D AquotNom4n acMquot Opaque 1 N311= No Yes No WA Prassslonal engineer Prelwslonol Enoner Professional Engineer Composite, Edge FlbargMes Single Door With - ... - - ad$*Ko) OnswinwOuteWn9, XD. OX a OXO :' .. .... .. , ._ . • - Continuous Head and Sill configurational) Guaft Altl rani Aprwadfw use dl mgaa OMM jjg Agp�{; AmravN tQ It.. AaomvN fa ItN (� JOgy� Asa�d farlea Awry adli fdl mod Design 21 U.Thermo-Tru Flfhr-Cbssk: and Smorlt•Baf arBgr Glazed 17/3112032 aghKltate No Yea trio WA �! Product Mocha. Number a lady $9drL�0 Sall/. InMvKZ gwm§.m Ridgm Pressure LL Product Modd. Yaamr a Ibm ffi C3Mzrsd Omlrripp Coe nMykz Oaemle MVNt Redrre pr ila! $ IRML In HVHZ glOL&. = aOY[ad P-, aaa� Cominal posite doe SMg Comports Edge FNargbw Single Dar hNlal w adelgo(mq (InaWnyOuMWrp;.XO, OX or O%O 1 Gngod lap Siding lbw-Mmsnl ls0 aloha 12511fJ023 VN Yu NM WA 1 t4Wa,21'&ghrot BOMt Vent rl}gId VYM 8o1M 12131R023 NO Yes No WA 1 OAP Aspnrt Red adnyN FEraeNMMroatl 34ab, rrNnartl, llah and 1211aR0I2 No Yea NtA WA Continuous, Head wW Sill configurations). 2 Her.Plnk Lap ceding 11b.r-ein rR I.P airing 12J340025 Yet Yet NM WA 2 a eopotA tNase T4&qua;4SON Vanlr SdW Vsryl anfa 12f law No Yea No WA hit In .lphortshrgb 22 v,Theme-Tru Ftxr-Chueicand Smooth -Star Nominal ggdYa8:0Aquothion4nperdquot Glazed 12/31/2022 No Yp No WA 3 c. 4qua:GnMbrlr'Asap* BNdedOX Bom Vint or Solid Very)aMa +L31O023 No Yee No WA Composite Edge Fiberglass &ale Dow with 4 at aqur:0644pat Seat vent or wild V10111 Sint 12131R0231 No YN No MIA C 9deNa(9) QnstMnwOuMWrg; XO, OX or OXO 5 w Lqur;01hrteak4gu,hs;64m1 Vmda8dltllJrylpore 12g1/1021 No Yea No N/A O Continuous Head and Sill amnguratbrn) 9 1. 6qur:9aper Sp.n aunt; Snail Vml r13Wd Vnf D yl gas Q]Si25 No Yea No WA ..� 23 w,Thrms-Tru Fiber -Garb and Smooth -Star Nominal r38A110;d AquctNon-Irr"ahquM Opaque 12/31/2022 No Yea No WA r' .9 Composite Edge Flberghw Door Parole vAth Vented 661 Siddae(s) om{wlnwoutewing; M)M orXX)M "'t O L olmfgundigne) Q O O 24 x. Theme-Tru Fibet-Classic and SRmod h-Star Nominal BAa3a;0 kinotNon-Impoet&quM Opaque 12131r2022 No You NO WA a r- Composite Edge Fiberglass Door Parole With Vented �"! cep C.i Sideline(o) Onswingl0utewag; XX XXX Or XXXX ,amOurrc 29 y. Therms-Tru Fber.Clewleand SmedtnSar NNOM wf SSLVU:S"NM.IAV*Dtk not Glazed 1213112072 No Yea No WA Cc O d Composite Edge Plbargleee Door Ponale Wh Vonled adeliM(s) Onsw+ngrouw sp; XK XXX (wX)0(X Florida Department Of BUBetsss & Professional Regulation Page I of Florida Dopsnment of Business & Professional Regulation Pag.I al Florida Daparenont of Business & Profossbnal Regulation Page I Of O h)onffml Building Codes and Slander* roarnu+ BWdng Codes and Standards IRavi Building Codes and Standards da2m+ +dr N Y Ze z Thama•Tru FberClacsb and Smooth -Stu $dns,) Nomlma18dig9;D&gwtNon•Imraot&gUot Glazed 12/91/2022 No Yee No WA Composite Edge lelborglon Door PanelevAh Vented Sldelse(W OnaWngrouavrtq; XR XX)( orXXXX Product Approval Application Detail Product Approval Application Detail Product Approval Appkadw Detail G Z ee r c Octalgurstlons) e C, 4 27 a. Therma•Tru Filar-Ows* and Sncod h-Star Nominal OMM;B>notNon-Impaa" Glazed 12J31f2022 No Yes No WA Composite Edge Fiberglass Single Door with 3M3p;0 to long antlhLor silt aQa 1)aaa9aYla lava Suds Siding a tat! aMts Do* Paadm art fags! aetlOtm ar! att lase lmAea OIe SicWW*) OnsrinwOuaWng: XO. OX Or OXO ar as s+ 28 m. Tnertle-Tru Floor-GeealCarW SntofARSar configurations) NomMa18M9a;BAgUOtNOn-Impatl8qu0t Glazed! 121911;ta22 No Yes No WA ]Yea YAMMa L�ggt aMdm6LU� ydwddk bumd iit� FAia�Md, A2m2mw aa" I= xm m xmmdowm rYfred. a.antva�_. � y�gg #Akmmd EVAtMMA ApptafW am" mm Veen AunuheNrr y� 4as.yr&Uurw WldrMd N WlrYlw tamed FaCAUMN Mor. ggly! 7 O O Composite Edge Flbr9tew tDoubit Door WithRevisln 2020 TAMX0 BuildingProOucol LLC Kam Eden ROW NWdw John W. wMew kin, PE 0t1 f4rM2O 092S2020 1OnZ-2020 12MS2020 Apprpwd Rh.,1e2020 n L.V. Thompson. Inc doe ThanDssn ArdWeClure Tony Christman tsdhary ee R. PINst Steen M. Udell. PE r1 pan 712020 O62020 099MO20 12ft'.Y7020 AppraNd Revision 2020 Florlds M&M Products Inc. Clad Jones Jima L. pucker. P.E.0 $wen M. Urim, PE 0927/2020 09/152020 10XKI020 1211ar2020 Approad N f0 T 1&00.'DSidditm(lnpMnWOutewingl 0)%0 Cragry: Reding i417)62441144 1,E-5918e ("A)172-M4 Makes Consiny(TAMCD) 013)248-34H PB•T4021 (7/n 317-9454 Category: Reding 1904)74344011 CRUCK Snyneerhng (r17)31?4464 Li •a 29 za ThalmtTru Fibr•Clawio and Sawoth-Star o9nflgllatl9n) Nominal WWII MLQtmon-Irtpadaquot GbgM 120112022 No Yea No WA 9ai0Ctta7pmy. UrdnaymeNe kam edaihdeleo.sem Cato": ROOMS W4Cd4safY: RtO1n0 Ash:Ntrla that rem tnyapwwtsRaama �wn SubCdapyn Rooing Aoe4otcme wr.uean Intayr Panama Raring Byrom olrklgA■mw.wm P631242 y C G Composite Edge Fiberglw Single Dow wth 311M,0 Sidelat(s).QnsWnwOuMWlrg; XO, OX a OXO c"Nna MotlinMt Erowedpn Ropat tam a RPM Registered Arntect ra -sad Flpkle mtsral Pan are Reading saws Fleadd IIR yetwed NChlh av wlin Roped a Licensed sa V oonfq sy uaban � EnPner Carkso rnw Y rod Ar it 0 w e Report tam a Fl�aaslaudtegi=rddtaelra ue.hNa Flrkf. tan Engneer Ct.. 30 zed. Tners-Tru Faer-Clawie and SmoothSMr NomFall&02:0"Non-Impoc6quct Giwd 12131r2022 No Yes No NIA ._ ,.. ,. , .:. ... .. , eor �eea Composite Edge Fiberglass Double Dow win _ SSM;O sIcelllee (InaWngfOuleWing; oxXO coi99;0 den adIeLAMWaasl AagMlrrrar'.Mtg A lrlgrd ggam .. .. 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WluNz 299& t= swim a kss&EL Sties Co "He Ed Glend Fiber Win Single 1 TAMKO Rod Underaytrants(HVHZ) Red unWaaymena for use inFac HVHZ Dall9 ns Yea No NA WA AMA r th NWHi g Aim" mgaga 9 a- FI.AMCO &puot:RV lO map Vemaquo: AHminum Rkge Wrd ias tole! ee rooe tsbncated 12/i12024 No Y41 No WA Door y4th orwdhour 1 :2 Sidels(s) )gKsdatbas- 1 TAMCO FlK Trp 06•Pogge Vend seta Goa for Tic 2e Da. detla roofveraMa with bete 0111009R024 Yea Yet NIA NM from 0.025' Alu nhum (IMWMwO4W.arg; X, OX, XO Or OXOocnBguadlons) 2 TAMKO Rod tlndwayrood.(NON+Nt2) Roduhdedaymml. for we In FSC noniiVH2 064AR023 No Yea Nat WA 2 TAh1CO Gooateneokveto 20 DL Oa+00I2OW No Yet NIA +QL52'.5 )uteawnl. 5 TAMC006RIdpe Rod Vent with ease. 260Ldaticrooty"vlmawfthlntnfatedesme 0000614 6 Yee Yes N^ WA 4 TAMCO Round Top O"Idge Vent vAh sae for Tile 20 pa- delta roa(vehhsltor with bete 00100 6 Yes Yes NA WA Florida Departmositit of Business A Prohaslonal RegulationM P., 1 a Florida Dspartrnent of Sualness & Professional Regulation Past/ as Florida Department of Business & Professional Regulation pipe 1 a 1 pafrTl9flouBn6tds and Professional Regulation Florida Department f Business Building Codes and standards ww21 Building Codas and Standards t/i12021 Building Codes and Standards IM 022 Building Codes Mind Standards 3/1512022 Product Approval Application Detail Product Approval Application Dtdall Product Approval Application Deal[ Product Approval Application DNall C&k Version salsas[ to= IMMO aMNYdahm are title 096 hndm AIM xglWtd Ram= fwLagm vA Aspa2ra so& rd4a 3ku Ylulm rn„r ere teII= Cooled s.n..suaar.e Ys�YlggaL am airs M#Abaglm jWidd atlmlad EaG6namlal go Apia-W aaWla code Iya! 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Shutters (D54) OW760 PE-44107 1"4) 772-8224 �QE � Manufacturer Engineer & Validated BY VallSWed Submitted ElBd100. 9Rgro2l Approved tkeCr*pry: ROMnOAcw a roan Idtltsyalannhti,.hom adng RablMnhtesorhdbprel,hd m compliance : Storm Panay CemplloREe MathCd; Evaludlon Report from i ar.robimon®gppent.c9m iDand Revision 2020 POLYOLASS USA MauryAlpert, License John IN 10Y2W020lar"2020EK 12/15/2020 Imeyq Pell Stu Reding 9tysiom brown Cr.pu.hwlooked: Evelu.tionReport theme doss CenpOanca Mdhotl: 6wlueln Rental Roma ComplitiveN Product EwuhatlonEntity FbrrlaRegistered ArohwdoraLicensed Florida Category: Roofing SOSM3133OSrnalpert®polyglam,00m RobertNisminsn Knemlrieh, PE A1111MMOL FlorwAReogem ArdinectaaLieeesmRedds Professional Engineer Subcategory: PE-59168 (954) 772.8224 11/01/mm Praeatanr Enener - caught Al7armaaetlaM Aabnare4tgtael wale[ aeelan Aaamda�Yaa A Jtigart QaalaG ComplianceMethod: Method: Awkervad for I� 10md Dom lead 1a tpLyaMa Gsany �Cdlntiy Mra, %PH Ohs avow gass�r+a+ t Prolb. reef, CO l w w Y NfA W� 6-0 product Medal. Number or Nine Produbd Gaariatbn Dbrrdagt LWa ra HVW Outside WM2 RnMaM Prwnrw EN>On Report Haate,�'laaga 20WAAmufix NA Irl� o t i, Mi Residua irlgrlR 11 "tamp; toper 1 20 Goes Gslvanized Steel Strum Parrk#fVHZ C1x7uphted Galvanized Steel Storm Panels retained 12/31r2022 Yes Yea Yes NIA a Florida Registered t Deck+Alr'v OM rTRFSuift Olt -Air DA-4 Low Probe, P /anL 12/t02D45 No Va No 97.6I-97.g 17 Sony NO - SM. Slid*&■ ro: SON Sheb Fie Ratio-ebsbon. CA 1213irMD No Yee MIA WA to provide hurrbrns pn7Modon, llessell Architect or a Licensed OAeahnlMyAssenedte pywmd Deck. hashed to PW.lid Dark 1& 19 8Nony SOD-SkisShdt&unP: SON Sheks easonY 700 ehekr, era & SON Shell FYI Re6Ie- Rlaeo, CA +21J12020 FW PrdIY-8locktpn, CA 12/312020 No Yea No Ye. NIA MIA WA WA 2 24 Gaga Galvanized Steel Storm ParnNRJHVH2 Gca Corrugated reri Steel Storm Panels reed 17l31f2022 NO Yee Yes MIA FloridaProfesslonel 20 2? • Grey snaka41N4&•mp;son snake TaJN E.p.na la.mslno Flat PrM*-Rlsto,MA 11/31t=O Mon Pods-K91y,TX 12A711020 Me Yes Me Yea NIA NIA WA WA or2no by tracks c ion or red by tracks to proknde humkslle protection cks to ^1 Engineer Lon Prase Key. rx lV3100020 No Yea MIA WA W FLA6286401 Products 26 1m1. - AMA ProdudYlbdd.Number orMom gp>J�jw(jgllm ua�d 1 PolyglasaRoofUndeAsyrnems Ragingundeftiments 1W2112022 No Yes WA +Win-022A CID 1 Polyyass Roof Undonaymants(HVHZ) P01yplan roof undensym ants ice use in FBO 12/23f2023 Yes Mint j" No WA WA 2 Polyglass ROOF Undedlymlms (nrh-I1YF12) PolySlan fOd undarlayrnellts, for use In 12f23=7 No rooflund Yes WA +Win-622.6 FAO t, Florida Department of Business & Professional Regulation Pap I a 1 Florida Department of Business dr Professional Regulation Pow 1.11 Florida Department of Business A Professional Regulation Pap I at O t� t Pelagian Root Untleraly4ueks (HVHZ) roof ndemadlrM. ass fall undentOYrleks lea use h FBC12'232023 Yes a lurladbgar. No WA WA Building CDdee and Standards 1lL512O22 Building Codes and Standards +e711D21 Building Codas and Standards wrm21 > ^ 2 Polygtan Roof UnderMymena (non-HVHZ) Ponon- roar un04MaymeK/,tea use In 72 23R021 No PRO non-HVHZ jurisdictions.y..i Yes WA +WA7-022A Product Approval AppllCation D4011 Product Approval Application Dean Product Approval Application Deem 1 Polyyass ROO Undadeymerds (HVHZ) Pi tess roof underlgymam for use In FRO12r2317A23 Yes No WA NA O HVHZ juriedicBon s. 2 POyglAss Roof Undedayments (non-HVHZ Pdyglass roof underlaLymends, for use in 12f23/=3 No Yee WA +WN -M.8 999k atdlty Or Iota a2 h Oats Pandlats !iota sea now AMR are GttitaDa00 au rtead at& or art slag aMeFmdm list! FBCnon-HVNZjurisdictions. In FS012123d2023 Yes No WA WA v Manuaeturr T� araron Contact uminowA,U" a validated By I automated MCAgemwl Approved Validated status YgtM M[ lC 7D31= va Ao�t Wma Y020 e1a01�C Cow FBCAmnr.t xWal� a{dtrad 3PSC; L 1 Polyglen ROO Underlays" (HYHZ) Polyglan roof undarlgrmentsfr use Revlon 2020 All Miss Babied Funk L. 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Evaluation Maw Taonmneapy Evaluation Roped Rom FlorWsFloridaConpNwra !on9 Architect, w a LkenseO Fkz hiss lu Entry CwnpllMps Method: a Professional Engineer g . .. .. : -. .. .. .. ., Flodd. ReWEnd ArahN.elae Uemwd Florida PrdaNiwW Enynee O . ,. _ AaraWdear Use Apprawdfr UN RAW RMIE .... -. L- Deadly Assurance AggmygLrer use Approved for Use aDaOGt am= !ha! 2reMat t�dd,a In WAZ dag8 WIM�LL loi*ew a _ � � . � � ' . I NA Fig luat Modol, Numttr r r/ofne Product omriptlw COPUM Expiration grip In HVHZ OMWA HYNS Resistant Prowua 1 ITW BCG/Aplw Hl*w & main (H &: S) Metal cbmectr Plate I VS12024 Yea Yes NA NIA »�A1YEA(! AaRIDIWareSlig AamltlO•fo<,Wa ksm tells 1 24ge G9Yusnized Steel Strom Panels 24go GaNakred Sad Storm Panels 12/3112022 Yea Yw Yea WA 2 ITW 003h ploo Hlnp Plate Metal Cossets Plato IN3112024 Yee Yet NM WA Lea PFO&wk onotedon In hyliz Outside HVIC billig d Plenum 3 ITW 800topiw TMldt Metal Conneda Pble 12(3112024 Yes Yes NA NIA 1 OteOy, Recast Of Conrnerdd Concrete Predicts Recall and Prestrowd Cotere a Untie/ 05/2&2024 No Y48 NIA WA 4 ITN 862140. Wt. Wtsl Conatwplb 1W3112024 Yet YN NIA MIA W ICU W WH Florida Department of'Business & Professional Regulation does erg Florida Department of Business & Professional Regulation Pop I at Florida Otiparlrl»nt of Business & Professional Regulation ng.1 02 91"21 Building Codes and Standards 104=1 Building Codes end Standards a14=1 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O ill_ co W 096 got � RMLMM" age NOW a go Dbpmdm � Nsad �raa Yam a WDi�gWrs amotaLl MM YslWllbtl.9t 1i FAG yWls drat Nkn catL6d Aiamu ValltaMd lL xa doled alb F AparmaII attllM liras version I OINANA eL a� Validated 2, Yall Asa Awn RaaWon 2020 MITek Ina Ean Weleet IOC EvskosOn ewulaa, LLC ICC EvdusOn ik ioe. own If2021 o6MWO21 Ds/172021 Approved RSNtlon 2020 WMhse.se Rob Bsidain IOC Evdustion3trAoe. LLC to Letrar. P.E. 939-3268 OW2021 IM3/2020 921D31J021 Applaued A11lonrlan 20M Alpha Aluminum, ho, Jose ale Luis R. 4are9 Mews M. Urkh, PE IIASM20 111IL2020. 1140/20M Approved Q caagay: Seaman Comp" hit, (962)OSSAW3 LLC. Category-. anaotwel Calponents (253) 9244476 CODA) Category: Pond WAIY (407) WD-2006 PE02514 (71T) 317.3454 W Z SubCeopK'Thns Plata awhdn®mll.rom (305339a-0taa ALACdepry: linohared Lumber RrEMAsidain®wy.ms subea w y: aMxa aphastwdnunhedisrho Compliance Method: EWUMIon Report tam a CpmpllaMs Mehod: Evrwtion Report Ram a •wr.oan CompKYMt Named: EvehuMlon Row Loma Dam Prows at Pat -am 9gRy Product Fwlw6an Way Folds R4olYsredA ohli er a Licensed Florida Z ..Row Pridwiloonel Engineer ylmyW for llw Animated for Use sggggL.. ggg)m ARKMO gLUM Appre,rdfr Uw Nm CL gaa2 Product YabL NLEMr r #it = Qta6dali M1 Gnmd idtYlm ga! to ti351i Aarnk, MYNi ddgum laetsslre aM2 Product Dowdellon IRMAitmomom In HVINZ OLM& " teamed Plata@ a1W bAtVX Ot AOMoyodfor We Approved tor UN )N= RWM �" 1 M15ANa is go. high strength tr rwi saifor Oohr 12f31/1022 Yam Yea WA N/A i Mkidam LVL Lemn h had Veer Lumber 0313102023. 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Lunt Pl, LLC OM40M 071140M OTANIGIp70 APpswd comporp WnaMw 010604e41 Paallal (W)ol Md SWAWlwp FAre p41) fal.eow 0arapr+relle1e11awwalwpwtlNma �Orle FlsrNlx orre xYKed AIMlodwe Lbo and Rmidl IKom PlOtleolwld EMv w ArrrArlmr ARoelbLlYa lemib<Yr baelt lbl� In *am& rashim" hr»s 10edrreFrroeFAbtl to Mrre l7J'PIr1e/Phrd WYNaw stl&=i Ks Yes Ne NM N a) c— _ U ^�CUN W 0 }/ C O a) 0-O cu C .q Al cp � V^'^I W O O i(D c c O U- cu .cu w E O � L— CD- s cuw a. _0._ CO Q Q Z r� w J M N O Z ? eAJ a G Q ^ IPA M 'O a _Y. Y a u$s �+T a H OA. cn E CD cu 0 L O CL < L U "0 O N V co m NO F- F-- O L Wco Q� zJ z a J a - SHEET NO. August 10, 2022 PA 1,2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 amFor direct links to all SOT approvals teed below, CLICK HERS For additional Infcrmadon regarding Holds's Statewide Product Approval System and 146M-Dade Canty NOtIOe OtAomptance (NOA), $rjj�K HERB. FLa12386-11117 J9do,t Product Model. Number or Name product Descrption 1 Titan Stainless Stool Concrete & MasonryScrew (ITNSS) 114" diameter Titan stainless steel masonry screw FLit9899-Re jft" FloductModal.NumberorNama Product Description 1 8010112DBB Outdoor Aocants Connector Screw 2 SDB112, S09212, SD10112, S010212 Strong-DrNe SD Connector Screw 3 $09112SS, SD9212SS Strong -Dr ve SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22814, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDGP22614, SDCP227D0, SDCP22858, SDCP22912, Strong-DrNe SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong-DrNe SDHR Combo -Head Screw 7 SOS25112; SDS25134, SOS25200, SDS25212, SOS25300. SDS25312, SOS25412, Strong -Drive 806 Heavy -Duty Connector Screw SDS25500. SOMSOD0, SDS25SW 8 SDS261126S, ED82520066, SDS26212SS, SDS25MDSS: S0825312SS Stror ive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw F1.040007-R8 finj Product Model, Nursbar or Name Product Description 1 ATR318, ATR1tZ ATR618, ATR314 Threaded Rods 2 ATUDS, ATUD&2, ATUD9, ATUD9-2, ATUD93, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP3I8.2, BPI12, 8P1/23, BP6M-2, BP518.3, BP314, B133/4-3, BPRTUD3.4 Bearing Pistils 4 CNW3/8, CNW112, CNW518, CNW3/4,CNW518-1/2, CNW314-5/8 Coupler Nuts 5 CTUD65, CTUD85, CTUD6e, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Devios CTUD98,CTUDW 6 N3, N4, NO. NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTU04S, RTUD3, RTUOO, RTUD7, RTUDB Rateheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 SW Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiodown System 13 URSO 3/4" Uplift Rod Run Tiedown System FL#M0441-RO B&M Product Model. Number or Name Product DeadrhXlon 1 DTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 HDQ8, HHDQ11, HHDQ14 Hold-down 4 HDU2, HOU4, HDU5, HDUS, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHD8RJ Strap,*Is hold-down 7 MASA, MASAP Foundation anchor strop 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PAOS Soap -style purlin anchor 10 PAI18, PAI23, PAI28. PA135 Strapatyle purlin anchor 11 STHDiO, STHD10RJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated /2lJ012020 For direct Inks to all SST approvals listed below, CLICK HERE For addkionsl intarmabon regardng Fluids's Staewide Product ApprwalSys(em and Marri-Dade County Notice otAcceptance (NOA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5 3/8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9.ViS" to 13-1/8". 23 LE03, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 5- 7/8" and heights ranging from 9" to 33-117', 24 MEG5, MEG7 aeries hangars Top flange hangers available in widthe ranging from 5-1/4" to 8- 7/8" and heights ranging from 9" to 32.1 /Y'. 25 MIT sories hangers Top flange hangers avollable in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFDB, PFDSS owes hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-318" to 7-11/8". 27 RR Ridge rafter connector 28 WP series hungers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-114'to 32". FL#/10860-R5 ;cW Product Model. Num bar or Name 1 ASA44,ABA44R;ABA48,ABA48R,ABAW ABASBR 2 ABU44, ABU44R, ABU48, ABU40R, ABU5.5, ABU54 ABU85, ABU68, ABLIBeR, ABU88, ASU88R, ABU1010, ABU10101R, ASU1212, ASU1212R 3 ABW44Z, ABW44RZ, ABW48Z, ABW46RZ, ABW88Z, ABW88RZ, ABW7-7 4 AC4, AC4R, ACE4, AC6, ACBR, ACES 5 BC4, BC48, BC41R, BCB, BOOR, BCS, BCS2-2/4, SCS2-3/6 6 C844, CB48, C848, 0866, CM 7 CBS044-SDS2, CB5Q46-SDS2, CBSQO&SDS2, CBS088-SOS2, CBSQ8&SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT60Z, OPT88Z 11 EP844A EPB44, EPB46, EPBW 12 EPS4Z 13 LC844,LCB60 14 LPC4Z,LPCOZ 1S MPB44Z, MPBW. MPB88Z 18 PB44, P844R, PB48, PB86, PBBOR 17 PBS44A, PB348, PBSea 18 PBVB, PSV10 19 PC44.18, PC48-18, PC48-16, PC64.18, PC88.1 O, EPC44-16, EPC48.18, EPC48-18, EP'C84-16, EPCB&18 20 PC4Z, PC4R7, PCSZ, PCBRZ, PCBZ, PC8RZ. EPC4Z, EPC4RZ, EPC8Z, EPCBRZ. EPCBZ, EPCBRZ 21 PPB44.4Z, PP844-BZ 22 RPSZ FLM1011i j9d j Product Model. Num bar or Name 1 FJA, FSA 2 FRFP 3 GH46.8, GH48.8, GH48-8, GH48.8, OH410.O, GH410-8, GH66-6, 01-186-8, GH88-8, GH8& 8, OH610.6, GH81M 4 GLB6A, GLB55, GL85C. GLB6D, GL87A GLB7B, GLB7C, GL87D 5 GLBT512 GBLTSI2, GLBT516, GBLT618, GLST520, GBLT820 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HOT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Poet Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 31/4" to 9-11`2" and W2 ranging from 3.518" to 7-1/2" Screwed column caps with W1 ranging from 3.114" to 9.1/7and W2 ranging from 3SI8" to 7.1/2" Concealed Post Tie Been Embedded Post Bass Embedded Post Use Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Post Base Post Cap Post Cop Post Base Retrofit Post Base Product Description Foundation Anchor Flat RetrofR Foundation Plate Girder Hanger Glulsm Bearing Pats Glulsm Bearing Plain Heavy Glusm Bearing Plato Heavy Girder Tledown Universal Foundation Plate Universal Retort Foundation Pain Simpson Strong -Tie 2020 FBC Approved Products Updated 12r342020 EMFor direct Inks to all 88T approvals Hled oelow, CLICK HERB. For addrbnal information regardng Flonde's 8talowlde Product Approval System and Mama -Dade Canty Notice of Acceptance (NOA). LUCK HERE. FLM10446-RS AS" Product Modal. Num bar or Name, Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP&14, APB44R, APVB68, APB88R, APB88, APBWR, APB1010, APS1010R, APVB44, Outdoor Accents Post Bases APVB44R,APVB86..APVB86R,APVB88,APV8SSR,APV61010,APVBIDIDR 4 APDJT2A, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-e, Outdoor Accents Deck Joist Ties APVD,IT2R-e 5 APHH48, APHH48R, APHH610, APHHe10R Outdoor Accents Heavy Hanger 8 APL4, APL6, APT4, APTB, APVL4, APVLB, APJT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APLH28, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 IDS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 HH4, HHe Header Hangers 19 KBS1Z Knea-Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LSDO Sknwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSS128RZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSRZ37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML2ti2, ML28Z, ML21OZ Angles 28 MMH8 Root TWO~ 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Rod Tie -Down 33 RTC=, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC. HTC4 Truss Clipa 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Chips FL#N 0447-11116 Sea * product Model, Number or Name 1 AHEP 2 DSC2R-SOS3, DSC2L-SDS3, DSCSRSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25M.25, HHRC5.3713.12, HHRCOS 8 HRC1.81, HRC22 7 LRU2e,LRU28,LRU210.LRU212 8 LSU28, L66U28. LSW210 9 TBE4,TBE6 10 TC24, TC26: TC28 11 THA29, THA2i 3, THA218, THA218,-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAI1.81122, THAl2.06/22, THA112,1122, THA1222, THAI322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM24SDS3, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2; VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Ines to al SOT approv*16 Wed Wow, �,,WCK HERE For additional Information regarding Florida's Statewide Product Approval System and MemH)ads Canty Notice or Acceptance (NOA). gW%;fi F,L(jr. F11.1110466-R6 JkMa Product Modal. Num bar or Name Emdug 1 ST, STB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 C814, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 ComprassionfTension Strap 8 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, H18S, 1-118-2, H16.2S HurrioansTies 8 HGT-2, HOT-3, HGT-4 Heavy Girder Tledown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HS824-SOS3, HSS2.3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST6, HST8 Straight Straps 12 HTSIO, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twiat Strap 13 HTSQI8KTZ; HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTA12,LSTAI6,LSTA18,LSTA2I,LSTA24,LSTA30,LSTA38 Straight Straps 18 L.STI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12. LTS16, LTS18, LTS20 Light Twist Strap 19 MGT MediumGidorTledown 20 MST27, MST37, MST48, MST80, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15; MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTO88B3 Pre -Bent Straps 24 MSTI2e, MSTI36, MSTI48, MSTIW, MSTI72 Straight Straps 25 M7S12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202-12, NCA2x8.18, NCA2x10-18, NCA202-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPe, SP8 Stud Plate Tis 31 SPH4, SPHB, SPHS Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115, ST2215, ST6215, STS224, ST8236 Straight Straps 34 TB20, T827, TB30, TB36, TB42, TB45 TB64, TB68, TB80 Tension Bridging 35 TWB10, TW612, TWB14 Wail Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiodown 37 WB106, WB1000, WB128, WB128C, WB143C Wall Bracing Fau" IR Product Description 1 CBH2 37x5.5, CBH2.370.63, C&42.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGUS.25-SDS HOU5.50SOS, HGU5.6240S, HGU7.00-SDS, HGU7.25. Heavy Hip to Ridge Connectors SDS, HGU9.00-5DS 4 HGUS series hangers HQ Ridge Connector Refer Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.6249DS, HHGU700-SDS, HHGUT25SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS2110.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for IJoists Skewed Truss Hanger Multiple Trues Hangers 8 HTU26, HTU28, HTU210, HTU20-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.61/9-SOS, HUCOf.81/11-SDS, HU00210-2-8DS, HUCO210-3.8DS, HUCQ310- SDS, HUC0410-SDS, HUC0412SDS, HUC05.2519-SDS, HUCQ5.25/11 SDS, HUCQe10- SDS, HUCQ812-SDS • Simpson Strong -Tie 2020 FBC Approved Products Updated 12904020 amFor dit" Inks to all88T approvals heed below, CLICK HERE For addkionel Information regarding Raida's 9talowide Product Approval System and Mami-Dade County None at Acceptance (NOA), CUCK HERE, FL##1148&R8 ,,gW Product Model, Num bar or Name ProduotDescription 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SOS, HU00210.3-SDS, HUC0310-SOS Joist Hanger 4 THG82, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 5 THG02SD93, THG03SDS4:5, THGQH2SDS3, THGQH3SDS4 5, THGQH4-SOSS Joist Hanger 6 THGW33, THGW34, THGW4.3, THGW4.4 Joist Hangar FIL#i 1473-R6 ye,w Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, HISS, H18-2, H18-213 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETAL18, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SD$2,5. LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor ii MSTAM24,MSTAM38,MSTCM40,M9TCM60 Step Tie for Masonry 12 MTSM16, IMTSM20, HTSM16, HTSM20 Twist Strap for Masonry Fl 1496-R8 as" Product Modal. Number or Nama Product Description 1 DTT1Z Deck Tension Tie 2 H012, HD19 Boiled Holdowns 3 HD38, HD58, 11078, HDRS Bolted Hoklowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTTI9.LTT20B,LTT131 Lght Tension Ties FLaH362B-R8 Ing Product Model. Number or Name Product Description 1 S85/804,SB7/8x24,S81x30 SBAnchor Bolts 2 SSTB18, SSTB20, SSTB24, SST628, SSTB34, SST836, SST816L, SST82%, $STS24L, SSTB Anchor Bores SSTB28L FL##1 Wn-R4 AMAX Product Model. Number or Name 1 CMST12. CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI3B, MSTI48, MSTI80, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS78, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA16. LSTA^I8, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 6 LSUSH3.25, SUBH3-25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTS1S, LTS20 9 MSTA30, MSTA36, ST8215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8236 11 MTS12, MTS18. MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S(61.50. "1.81. S182.06, SW.37, S62.5% W82.88, SIB3.12, SW.58; SiB3.82, SIB4.06, A4.12, &B4.28, S/84.76, SM6.50 13 S/bA2.12/8, SIBA2.12110, SIBA2AX12, SeA2.12/14, S/BA4.18/8, SBA4.18110, S43A4.18112, WBA4.18/14 14 S/i(1A 15 SA-IDBS, S11-408B, SMD10S, SfHO108, SiHDiSS, S/H015B 10 SfHDU4, WHDU6, $MUD, S/HDU11 17 a6m, stHJCT Product feacnptlon Coiled Straps Straps 97 mil (12 gar) Heavy Twat Straps Straps 43 mil (18 go) Straps 33 mil (20 gar) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 64 mil (16 gar) Straps 88 mill (14 gar) Medium Twilit Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Hoklowns Hoidowns Joist Hangers Pmdudt Description Concealed hangers Face -mount (DU, DHU) and top flange (DUCTF) hangers available in widths ranging from 1.9/16" to 34118" and heights ranging from 9.1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.519" to 7- 3W and heights ranging from 5-5/16" to 12-718". Faee-mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6-1/8" and heights ranging from 4-314" to 16-3/4"- Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Faros -mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (H UC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3V2020 Fa c root Inks to all 88T approvals Hied below, ['LIC.K HRRR Fa additional information rogarding Florida's 8tdewids Product Apprwal2!! m and Marrd-0ads Canty Notice of Acceptance (NOA), COCK HERE, 18 SLBV1.58, SILBV1.81, SILBV2.06, S/LBV2.37, SILBV2.56, SILBV2.68, SA.BV3.12, Top Flange Joist Hangers SI SV3.58, S/LBV3.82, StLBV4.06, S/LBV412, S/LSV4.28, SILSV4.76, S/LBV5.60 19 SILTT20, S(DTT2Z, SIHTTI4, HTT4, HTTS Hokdowns 20 SIMST80, SIMST72 Straps 118 mil (10 gar) 21 SP4, SPB Stud Plate Tiss 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLS0904-IRS hm j Product Modal, Num bar or Nama 1 CCQW.82-SDSHDG, COQM4.62-SDSHOG, CCQM5.50-SDSHDG, CCTQM3.82-SOSG, CCTQM4.82SDSO, OCTQMS.50-SDSG, CCCQM3.82-SDS0, CCCQM4,62-SDSG, CCCOM5.50-SOSG 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.02G-KT, ECCLLQMD5,60G-Kr, ECCLROMD3.62G-KT, ECCLRQMD4.62G- KT, ECC1_RQMD5.50G-KT 3 HGUM5.25, HGUM5.S0, HGUM7.00, HOUM7.25, HOUM9.00 4 LGUM25-2, LGUM28.3, LGUM264, LGUM28.2, LGUM28.3, LGUM284, LGUM2ID-Z LGUM210-3, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.5817.25, MSHA3.5619.25, MBHA3.58N1.25, MBHA3.56/11.88, MSHA3.66/14, MSHA3.55/16, MBHA3.58118, MBHAS.50/725. MSHA5.50/9.25, MBHA5.50/11.25, MBHA5.50111.86. MSHA5.50(14, MBHA5.50MO, MBHA5.50118 e MBHU3.58/9.25, MBHU3.56/11.26, MSHU3.6&11.88. MBHU3.58114, MBHU3.66/16, MBHU3.58/18, MSHU5.6019.25, MBHU5.50/11.25, MBHU5.50111.88, MBHU5.50/14, MSHU5.50/18, MSHU5.50/18 FLA43976-RS §W product Model. Number rQName 1 SOW22300, SDW22330, 3DW22438, SOW22468, SOW22600, SDW22600, SOW2219W, SDW22834 2 SDWO15450: SDWC75800 3 SDWHIR300DR SDWH1940ODB, SDWHlNWDB, SDWH19800DB, SDWHIQ1000DS 4 SOWH274000, SOWH278DOG; SOWH2780DG, SDWH27100DG, SDWH27120DG 5 SDWS10212, SDWS16300, SDWS18312, SDWS16400 8 SDWS19800, SDWS19712, SDW522400,SDWS225W.S01WS22512, SOWS22500, SDWS2280Q SOWS22900, SOWS221000. SDWS221100, SDWS221200, SDWS221500 7 SDWS2230008, SDWS2240008: SDWS2250008, SOWS22800D8, SOWS2280008, SDWS2210000B 8 SDWS22312OBB, SDWS22512DBB 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780DSS, SOWS271000SS, SDWS2712006S 10 SDMI3400 11 STN22 FLltI 5363-11113 AW ProduotModel, NUM bar orName 1 AS 18, AS I AS 18SO 2 AS 2DHS 3 AS-20 4 ASHP FL*18730-R4 Sea g Product Model. Number or Name 1 ET -HP 2 GAC, GDP, GDPM50, GDPM-7$. GOPM-100, GDPS, GW-60, GW-76, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINK P1NWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Cape Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Sorewe Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G ratio) Outdoor Accents Structural Wood Screw Strong-DrNe SDWS TIMBER SS Screw Strong-DriveSDWV SOLE -TO -RIM Screw Outdoor Accents Heat -Head Washer Product Delpriptlon 18 go. Truax Plates 20 ga. High Strength Truss Plato 20 go Truss Plate Hinge Plato Connector Product Description Adhesive Anchor for concrete Gas-arxuo od fasteners and assemblies Powder -actuated fasteners, threaded suds, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products EmFor direct Inks to all 68T approvals Irded below, SiLICN HERE. For additional information regarding Florlds's Statewide Product Approval System end Mam-Dade Canty Updated 12130/2020 Notice or Acceptance (NOA). CLICK ags 11 HUS, HUSC series hangers Foos -mount hangers available In widths ranging from 1.518" lb 3- 9/16" and heights ranging from 45/16" to 11". Concealed flange version (H USC) available for modola having width equal to or greater than 3-9/18". 12 IUS series hangers Face -mount hangers available In widths ranging from 1.718r to 3- 518" and heights ranging from 9.1/4" to 16'. 13 LOU3.25-SOS, LOU3.83SDS, LGU&25SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LU02iOZ Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10.15/16' 17 MGU3.e3-SDS, MGU5.25-SD5, MGU5.60-SOS, MGU6.62-SD8, MGU7.00-5DS Foos -mount hangers 18 MIU series hangers Face -mount hangers available In widths ranging from 1.0116" to & I/O' and heights ranging from e-15116" to 19-1/2'. 19 MUS26, MUS28 Foos -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3.9/18" and heights ranging torn 3-1/1 6'm 133/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X mode%; on y acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/18" tc Wand heights ranging from 2. W'to 11.1/4", FL##10667-f18 AMAProduct Model. Number or Name ProductDoacrictlon 1 BA series hangers Top flange hangers available in widths ranging from 1 9/16" to 7- 1/8" and heights ranging from 7.118" to W'. 2 DGBF series hangers Top flange hangers available In widths ranging from 3-618" to 7- 1/8" and heights ranging from 9.114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Zip, 3- 518" and heights ranging from 7-1X'to 24". 4 DGHF sense hangers Top filings hangers available in Wdtho ranging from 1-3/4" to 3- SM" and heights ranging from 9.114" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to S. 718" and heights ranging from 11'to 32-1a'. 6 EGO series hangers Top flange hangers available in width* ranging from 3-518" to 7- 1/4" and heights ranging from 11.114" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 31 /4" to 8.78" and height ranging from 8.1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 37'. 9 HS caries hangers Top flange hangers available In widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 30'. 10 HGLS series hangers Saddle hangers available in widths ranging from 6-1/4" to 8-718" and heights ranging from 10-11T to 2B". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-112" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-118' tc 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in w idtha ranging from 2.5118" to 3- 9118" and heights ranging from 18" to 2e'. 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3.1/8"to 3-Wit' and heights ranging from 5-3/8" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9I16" to 5. 1/2" and heights ranging from 37/18" to 15". Concealed flange version (H UCTF) available, for all models having width equal to or greater than 2-9116". 18 HWP series hangers Top flange hangers available in widths ranging from 14BI18" to 7- 118" and heights ranging from 53/8" fo 29' 17 HWPH series hangers Top flange hangers available In widths ranging from 1-9116 c, 7- 1/2" and heights ranging from 53/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- &0" and heights ranging from 9-1/8" to 16' 19 JB series hangers Top flange hangers available In width of 1.9/18" and heights ranging from 5.318" to 7.1/4". 20 JBA series hangers Top flange hangers available in width of I.9/18" and heights ranging from 93/1S" m 13-1/8". ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 For died Inks to all SST approvals Islod below, CLICK HER For additional information regarding Floridab Statewide Produui Approral System and Mami-Dade Canty Notice d Acceptance (NOA), CL rCK wcaE, 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (ST132, STB2.4SS, STB2-BSS) Strong -Boll: 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HeSS, THD CS, THD-CSBSS) Then HD Heavy Duty Screw Anchor for concrete and masonry avalable with hex head in carbon steel and Types 304 and 318 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THO37634RG, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger(fHDB25168RH, THDB37158RH, TH037212RH: Then HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLN1623fYR8 rZIA duct Modal. Nurn leer or Name 1 AT-XP 2 Er•HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (77N2) 6 Titan HD (THD-H4$S, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) Ii Si A2" Product Modal, Numoar or Name 1 X34B10165K X1Si016,X1B1016.4K XQiS1018,XQ1B101e-4K 2 XL01I4T1224,XLQI1481224.2K 3 XMQI I4S1224, XMQI 1491224- 2K 4 XQ114SI224,XQ1I4B1224.2.5K X114S1224,XQ112S1224,XQ11281224.2K 5 XU34S1018,XJ3481016-5K FLS35320-RO sea x Product Modal. Number or Nano 1 OSSCB43.5; DSSCB46, DSSCB48, DSHS 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481016,FPHS034B1018.5K.FPHSD34S1214, FPHSD34B1214, FPHSD34B12145K 4 LSFC2.25, LSFC4:25, LSFCQ25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.2& MSSC2.25, MSSC4.25, MSSCe.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.6,RCKW7.6,RCKW3S;RCKW5.5S 7 SCB43.5, SCB45.5, SCi347.5, SCS49.5, SC8411.5, MSCS45.5, MSCS47.5 8 SCS32-597, SCS62.5/97, SCS625/118, SCS82.51118 9 SCW3.25, SCW5.5 10 SJC8,26, SJC10.25, MSJC8.26, MSJC10.25 11 SS83.518 12 XLSH3481414,XLSH7881414 13 XQ1Si018,X01B1016-4K, X01S1214. XQ1B1214-3.5K, X078S1224, X07661224-3K, X0114SI224, XQ11481224-2.SK XQ112S1224, X011281224-2K, X3481018-SK X1 S1018, X1 B101 e-4K X151214, X1 B1214-3.5K Product Dascrortion AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available In $04 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Deraorlptlon #10.10 Strong -Drive XMetal Set -Drilling, Topping Screws with rya Dill Pairs 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Had 412.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Motel Self -Drilling, Tapping Screws with #6 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing4c.CFS Self - Drilling, Tapping Screws Steel Framing Connector Stool Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass: Framing Connector Head -of -Wall Slide -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Solf-Drilling, Tapping Screws 610-18, #12-14, and 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N L cn j � 44 U N O d O rr.. C co -a ^' 0 C O 5"OU_ 3 .n -aO U, O O Q -0 -C VJ Q a z Z W J \\ W r o Z °' c w Q - 1,�,l m arc .� LA - CA CIA t CC Q cm O f0 ry Y 3 s d G iv ea -0 C a O- Yf C E O O v i O r- Cn E U) cu ICU > CIL O SI.'I.n V O L v�(+ CV M A� I..L o CC CC W Z z J Z Q J a. SHEET N0. PA 1,3 MIAMI• SAW C0UMY • rnz000lUCTCenotrsou. S ECnoa.+t n 18U S'W 26 SVOK Roar 208 t UARTi ENToP RRvotArORT AND Et;OXCWC UsotMCES PUM) Mod, mar 33175-2474 BorARDANDCF9lE DIVISION T MQ 315-2MO F C46) 315-25" NOTICE OF ACCEFTA. CE (NQA) *** + + =F PGTIftam&ies, Inc. 1070 Techuedow Drive, North V enict, FL 34275 SCanM This NOA is being iseaed-undu the applicablemleis and replat au j;ovaxw the use of t rials.'1lle docummraEionsubanitbedbasbeen reviewed and acceptedlby14I-DerrCountyRJR.-Product ControlSectionto be used in MiamiVadr Comer mad odinavas whore alluviedby the Audrexity Hrlvi>zg JuraasdictiAa (AID. This NOA shalt not be valid afkr&e expieratim date statedbelow. The Miami Dade Courtly Product Cani rol Sectinea (in Now, Dade County) aadtortbe AM (m wassotw 1hatnb iuu Dade County) reserve the right to have this productoraaknal testedfw gmWaasuramcep�u+poses. Iftisproduct "unteci•1 fails to pe&=in the accepted amne r, The momfichwet will ascurtheexpmue of such testing end the AB7mayimdtediatelyrevobe, madfiy, or suspend the. use of such product or maliend within their jurisdwhoa. RM reserves the tight to revoke this acctpance, if it is detereined byMiam -Dade CountyPwduet Control Section dux this pmadoet or material fails to tweet the requhunenu ofthe applicable bu&b* code. This product is approved as desuibedhesein and has been designed to comply wide the Flcrrida.Baildusg Code, inclo&ng the High Velocity Hi uricane Z*Ar_ DESCRI MON: Series 1557W2770" Vm' y l Sliding. Glam Door Mkise tweed) wAro 90s & 130 caruers-LM I. AMO►VAL DOCUMENT: Drawing No, D►DIe-S.970 A Rev X titled "`Vinyl Sling Glass Door NOA (134', sb am 1 through 21 of21, preparedby inanufixturw, dated 10/01'15 and last revised on 02 O1121, shed and -scaled by A. Lyme Mi71e•r, P.E., beating the Miami -Dade CountyProduc t Control Revision stamp with the Notice of Acoeptance nuaberandeapuationdsteby1 eWuna-DadeCornyProductControlSetc ion. Al frAUXIMPACTRATING:LargeandSmllNksfleIatpaetRtsistaaat Limitations- 1. See table 1(sheet 7) read table 2 (reheat D lbrappticabie SCsii unit sixes, dens prey, reinforcemeata types, glass types, sill riser (see tables B-1 & B-2; sheets 7-9) and anchor layout sheets req is in 11 thou 16. 2. Rigid -While PVC, Tan (Pion -white) Rigid PVC madBra= cosndd (Patbadorlansinated)white Rigid PVC to be labeledperredkuwed144A'smquiietii oW_ 3. Egms operabledooers mast campiywith min clear wwullh or height per FBC requirement, as applicable. 4. Pocket waft under separate approval, to be reviewed by Building official LABELING: Each unit shall bear a petnnanent label with the mom &ctore`s name or loop, city, state ,and series and following statennst: 'Mama -Dade Coen* Product Control Approved", oohed herein REr WAL of this NOA shall be cmmderedafber a r+erte^vval application has been filed ad there has beentw rheaage in the applicable building codertoppex ely aMetang the perforce of this prodne:s. TERNMUTION ofthisNOAwill occur aRrrnieexpirattion date or if dim has been a rCvis m.orchange is the materials, use, muVor nmifirtweofthe product orproeees. NUmae ofthis NCtA as aneadonesnent ofanyprodu s, fbr sales. advertising or any otberpusposmshail autocrosf a aliylermiasie dus NOA Failure to complywi th any sectionoft6NOAsbAAbecame£sir andremovalofNOA_ ADVER'TIMCENT:11ie NOAnuat w prerededby the. words hfiam-Dade C.otamy, Florida; and followed bythe expkatioan date tt> sy be &Viayed in adveertaismg l4tnttme.. If asnypottion of the NOAis displayed, then it shall be done is its entirety_ INSPECTION: A cc" olds w iaN0A shall beprovided to the uwbylbe mamufiietaw or its disuftto s and sisals be avat"fsW Sir inqmcdon:at $e job site at the ieqnst of the Building Official, 'Ibis NOA revises & reisewv NOA*26-0429.05 and consists vffbispage 1 and eiidencepages E-1.E-2, E-3, E-4, E-5 & E-6 as well= approud docuummi mentioned above - The submitted documentation was reviewed by Ishaq I Chaadae, P.E. NOA No.21-020CU cm / Espirs0su Datet April 14, 2026 �i•+*� � 14+s.k ApprovalDate:Marrh �20:1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under precious subuktal A. DRAWINGS 1. Drawing No. MD-5570.0 RerB, titled `Virryl Siding Glass Door NOA (Llw!)"°, sheets 1 d rotugh 21 of 21, prepared by =m ufactunet, slated 10/05115 and last revisedan 04rZ2120, signed and scaled by A_ Lyrm 11rL7 f, PE_ B. TEST'S 1. Test reports am 1) Air Inf7hationTest, per FBC, TAS 202-94 2) Uniform Static Air Pmxure Test, Loadingper FBC, TAS 202.94 3) Water Resistance Test, per FBC, TAS 202-94 4) LoW Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wmd Prefe Loadingper FBC, TAS 203-94 alb with marked -gip drawings and instalbum diagram of all PGT Inds, Inc. representative units LOW below and tested toqualify Dows4 791 and Dowd 993 silimes. prepared by Fenestration Testing Laboratory. Inc-, Test Reports No_: FTL-7897, PGT PW5520 PVC Faaed Window (=i t 6 is proposal), darted 09M3114 FTL-20-2107.1, PGT SGD780 Alamiu m Sliding Glass Door (unit 7 in proposal] F 1T. 20- 2107.2, PGT CA740 Alin Outm* Caset owt Window (unit 8 in proposal) FIL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in pwposal) and FTL 20-2107.4. PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 0711320, all signed and sealed by Ida Ortega, PE_ C. CALCULATIONS 1. Anchor vnificatim calcolat sips and structmg nalysm comVlying with FBC 7ft Edbtba (2024 dated 0412220, prepared by manufacturer. sigaecd. and seated 'by Antlpa yLysm 14f ller, P_E. 2. Glazing complies with ASTM E1300-84, -09, -12 and -16. D. QUALITY ASSURANCE Miami- de Dquitment of Regulatory and Economic Resources (REP). E. MATERIAL CERTNICATIONS 1. Notre of Acmptance No. 19 434i_5.02 issued to Kuttraray America, Inc. fortheir 'Troffolt Ultradear, Clear. and Color nB Glass Interlaeye W. expiring on 07l0824> 2. Notice ofAcceptance No.17-0803.02 issued to Kurrara►y America, Inca fortiieir `tSe ntryGhst (Clear a11d White) Gbn lnterhyn-f', Cxpltmg on OVO4M. 3_ Notice of Acceptance No. 18-110&10 issued to Vision FFFa ow Limited for their '13t own Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring a:n 09/30124. 4. No Lice of Acceptance No.19-1106.11 issued to Vision ExtrtisionsLinifted for their series " 4B 1000 Tan M and meter shades (Non -Whine) Rigid Celdar PVC Exterior Extritsions for Windows and Doors", egniring on 12129/21. ' S + • Z �a�k I*oq I. Chanda, P.E. Product"Co"101 Unit Supervisor NOA No. 21-820"3 . Expit•atiouDate: April 14,1026 Approval Datet M mh 15, 2021 E -4 PGT Iatiosh ies. hLe. NOTICE OF ACCEPTANCE: E`ZDENCE SURX11 TT ED 1. Evirletnee setrbmitted under pr evious'NOA A. DRAWINGS 1 _ MatmufacttmeeS die drawings and sections. (Subwked under NOA Na 11-0107. 04) 2. D awing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA aW, dieets 1 through 21 of 21, prepared by manufacturer, dated 10MA5;.with rervisim A dated 04105/17, sipM and scaled by A. Lynn M01er, P.E. B. TESTS L Teest sepooEt our 1) Utiifoznel Static Air Pressure Test, per FBC, TAS 202-94 2) Large Msstile Impact Ted per FBC, TAS 20144 3) Cycbc'%rmd Pressure Loadingper FBC, TAS 203-94 a bag w thmailmd-bp drawings a nd iastallat diagram of vinyl sWing glass door, prepared by Fertes iexn Testing Lab, Ins, Test Report -No- FTL 2717. dated 12107115, signed and sealed by Idaimis Ortega. P_ E_ (Test report revised on 02115/16 and OV24116) 24 Test report can 1) Air IQ6lrratian Text, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Lie Mime Impact Test per FBC, TAS 201-94 5) Cyr Wind Press Loadingper FBC, TAS 203-04 6) Forced Entry Test, per FBC, TAS 202-94 Wong withmauloed up drawings and diagrasin ofvinyl slits grass door; psepued by Feneshatim Testing LAInc, Test Repot No. FTL 85.46, dated l lAW15, *3ed and healed by Idalmis Ortega, P_ E (rest report revised on 01 &4l10 and 0211112016) 3. Test report on 1) Air InfAvation Test, per FBC, TAS 202-94 2) Ua fbarin Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Imp ==Test pet FBC, TAS 201-94 5) CyclicLoadingper FSC, TAS 203-94 6) Famed Entry Test., per FBC, TAS 202-94 along Withered -•top dtrawinp and ingallatm diagram ofvmyl skdmg glass door, pa;epamd by Fenestration, Testing Lab, Inc., Test Report No. FTL 8S47, dated 1 MVI S, signed and sealed by Idahn is Ortega, P_ E. (rest .report revised on 02115116) 4. 'Pest report on 1) Air in fusion Test, per F$C, TAS 202-94 2) Uniform Static Air Pressrun Test, per FBC, TAS 202-94 3) Water Resishoce Test, per FBC, TAS 202-94 4) Large Mmik ItztpaQct Test perFBC, TAS 20194 5) Cyclic Wind Prue Loading per FBC, TAS 203-94 6) Forced Emry Tea, per FBC, TAS 202-% alolig with it .d-up drawings and installation diagram of vinyl diding glass dotaar; prVared byfenestration Testing Laub, Inc., Test Report No: ITL MS. dated 12104115, siped atld .wailed by I+dalmis Otto P. E. (Test segort revised on OIAW16 and (MI1116). 15;*A7 1 • z4m t' t4I. Chsads, P.E. Product Couirel'Umit 5uperrr#3or NOAMe. 214116.03 Expiration Dote: April I4, 2e126 Approral Dates SUrck 25, 2021 E -1 CGI Windows and Doors, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTTfICAITONS (coafmt0e) 5. Quanm Part goner b = Standardwith ASTM C518 T1lecsmal Camdartititity 0.881 BTU -in/ hr.-ftklf, ASIM F 1249 WVTR Pass, ASTM D3985 Oxygen- Porn, ASIM E 2190I.G. ty-No Fog -Pass. (Sribar hkd under previous NO!4 No.15-04M05) 6. Quamm Put Dui wale' comptyra8 with ASIM C518. Themnal Conductivity 222 BTU4z/ hi» for -F, ASTM F 1249 WVTR4'ass, ASTM D 1434 Argon Pecmeamoe-Pass, ASTM E 21.99 I.G_ Durability -No Fog, ASTM E 546 Dear* Point Developauent 20°F in 48 hr, (Snubm l&d ,under NOA No. I S-049P.05). 7. Vision Extrusions, Ltd_ Parts complying with PVC-AAMA 303-13, Volamtmy Specifiaiion for Rigid Polyvinyl Cbbn& (PVC) Exteerior Pmftles for Vision. Ems,, Ltd. -VEX -I by AAMA Fermstration Exterior Ptafile Certification Program. (SubnuthW and er NOA Na 1 S- 04'09 05) 8_ VWon E,ini*m Ltd_ Parts co nplyi% with PVC-AAMA 303-13_ (Submitted under NOA No. 1 54409.05) 9. PVC-AAMA 303-13, Voluntary Spe ffmat odn for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Eousian5, Ltd: VEX 1 by AAMA Fawsttatiem. Exterior Prof& CertificationProgram 10. Notice of Acceptance No-18-1217,14 issued to Enugi Fenestration Solute., USA, Inc_ for their "Tan 3040 & light shade (son -,rim) WIdw Rigid PVC Ex*dor Extru400s for Windows and Doors", a xiiiiag on 0210412L 1L Notice of Acceptance No- l"122.02 issued to Energi Fenestration, Solrction, USA, Inc, for their seiries 'Mite Rigid PVC Exterior Extrusions for Windows and.Dooe. apaing on 022&23. 12., Notice of Acceptance No. 2040M3.03''issued to Enexgi Fenestration Solution, USA, Inc. for their `Brows & light shade cap warted Whitt Rigid PVC Everiw Extrusions- for Windows and Door ", expiring on 04,1". F. STATEMENTS 1. Stet letter of con€alrlance to FBC 76 Edition (2020), dated 04M 20, issued manufitetura, signed and soled by Anthony Lynn Milker P.E. 2. Statement letter of no financial interest and of independent, issued by maintacturer. dated 0411820, gigned and sealed bp. ASnthonyl yrm Miller, P.E. 3. Private Iabeling Apeemeslt document between PGT, dated 03COV15 and stigsned by all invalved 1• G. OTHERS 1. ibis NOA revises NOA# 17-0420.06(PVTw/CGI) and updaias to FBC2020 (?*Editmn), expiring 04'►121. 2- RER Test proposals #19-113S dated 01110Q0 approved by IshagI_ Chanda, PE, expi6mg 04114,21- iahnq L Ctae>a>l., PJ=. Product Coutsei Unit Supervi iier NOA No, 21-M653 ExpirutionDate. Aprii14,2026 Approval Da to: Msireh 25, 20.21 E -5 NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Dian Test, per FBC, TAS 202-94 2) Uniform Static Air Pleessuie Test, per FBC, TAS 202.94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wmd Presome Leaadingper FBC, TAS 203-94 6) Foxed Bay Test, perFBC, TAS.202-94 along with masked-W edsawmgs and mstallatieoa diagram ofvuqi sliding glass door; prepared byFenestration Testing Lab,1w- Test Reportt No. FTL &4 49, dated 11AW15, sighed and sealed by Idalruis Ortega, P. E, (rest report revised on 12104/15 and 0211 M6) 6. Test report an 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure 'Best, per FBC, TAS 202-94 3) WaterResist"ame Test, per FBC. TAS 202-94. 4) Large Mio ile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl stirring glass door= prepared by Fenestration Testing Lab, Inc- Test Report Na. FTL 8552, dated l 2144f15, signed and sealed by Idahnis Ortega, P. E_ (rest report revised on 0211152016) 7. Test report an 1) Uniform Static Air Pressure Test,. per FBC, TAS 202-94 2) large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Preetn Loadingper FBC, TAS 203-94 along with marked-rp dta s and Sian diagram of vinyl siding glass door, prgwed by Ferimtratiort Testing Lab, Iric., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 1 L 19110, seed and sealed by Jorge A- Canso, P. E. (SubmikWad under NOA ArA 11- 010 04) 8 Test report on 1) Air Iafilaaiiou Test, per FBC, TAS 202-94 2) Uniform Static Air Pleeas w Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Nhn& Impact Tea perFBC, TAS 201-94 5) Cyck VTmd Pressure Loadingper FBC, TAS 2e0394 6) Forced Entry Test_ per FBC, TAS 202-94 along wither -up drawings -and installation diagram of vinyl sliding grass door, prepared by Fe ration Testing Lab, Inc, Test Repeat No_FrL 6337 (samples A-1 thru A-5X gated 12106110, signed and scaled by ]urge A Cameo, P. E. (SubmMead ender NU 4 No.11- 0107.09) C. CALCULATIONS 1. Aanchotr verification calculations and structural analysis, complying with FBC 2014, per aired by PGT, dated 1'2109115and iast revised on02115/16, Aped and sealed by Audw ay L Miller, RE, (Subnnt' *d under NOA .r a M-1110.01� 2. Glazing conplies with ASTME-13W-W- bhaq L Chards, P.E. Product eroa4rol trait Supervisor NOA No. 214205.63 Expiration Dater: April14,2436 Approval Dates March 26, 2021 E PGT Industries, Inc. 3. NewEvidente Submitted A. DRAWINGS 1. Drawing No. NW-15S70.0 Rev B. tst1e `°rVm)l'Shdmg Glass UoorNC}A (LM)", sheets 1 through 21 oaf 21, prr+eppmed by mamrfaduuff, dated IW5/15 and last -revised on 0210121, signed and sealed- by A. Lynn Millar, PX_ Note: 'ibis revision consists replacement of same existing installation screw with flat head_ B, TESTS 1. Nome. C. CALCULATIONS I_ Name. D. QUALITY ASSURANCE 1. Mini —Dade Department of Regulatory and Economic Resources MM), E. 31ATERM L CERTIFICATIONS. 1- Notice ofAcceptance No. IM05.02 issued toKu raray America, Inc. fortheir "T'rosii W Ultraelear, Clear, and Color PVB Glass Interla;lers", pqftg. on 07M4_ 2_ Notes of Aomptaaoe No.17-080&02 issued toKurar-ay- America, Inc. for their *Se!n b-yG1&4 (Clear and''bite) Glass Isterlaye s7, expiring can 07104t23_ 3. Notice ofAct No. i&1106.10 .issued to Vision Extrusion Limited for their `Brown Cox" (Painted or Laminated) White Rigid PVC Exterior Ems for Windows Auld Doors", g can 09134124. T Notice- of Acceptance No.1&1106.11 issued to Vision Exhmsiow Limited for their series " I'E 1000 Taal 202 and lighter shades (PFan- ) Rigid Cellular PVC Exterior Extrusion for Wladows aad Doors", egg on 1212921. F. STATEMENTS. 1_ Statement letter of conformance to FBC 7" Edition (2020� dated 02ro1121, issued by , signed and sealed by Amhony Lynn Miller, P.E.. 2_ PAvate Labeling Agree dated 0310WI betwo m PGT Imo:, Inc. and CGI Windows and Dom Inc., sped by Dean M. Ru1arlc, PE., VP. Engirwering, on behalf of bothcoapanies. G. OTHERS 1_ 1his NOA revises & renews NOA# 20-0429.05 (PLA w11CG4 expiring 04/14/26. 2. 7he ctsir+mt associated PLA CGI file #21-0246.01, a piring 04/14116. E -6. 11baq 1 C3086, P.E. Product Coubma Usk Supeieiser NOA No. 21-420543 Expirstiaa Date: April 14,2024 Approval Dave: Mercb Ik MI PGT hldustries, Inc, NOTICE OF ACCEPTANCE: EN1DENCE SUBBUTTE.D D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Roes (RER)_ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15452&1,4 issued to Vision i Vnnion Linfde d forth& "Whke Rigid PVC ExmiDr Extrusions for Windows and Doors", dated 48113i15. on 09130n9. 2. Notice of A 2nce No:164920.08 issued to Vision Extrusion Limited further '` 7E 100 Tan 202 and lighter Shades (Nos-10liw) Rigid PVC Exterior Extrirsions for Windows and Doom", dated 12108116, cq ring on. 12129t2l- 3. Notieee a Acceptance No. 1". $28.15 issued to Vision F.Vnusion I;mfded for their ' 18'rown Coated (Painted or Laminated) White Rigid PVC Exeaat for Extrusions for Windows and Doors", dated 09q 3115, expiring on 09i30119_ 4. Notice o f Acceptance No-164712.02 issued to ENERGI Fenestration Solutions USA, Inc. for them 'TAN 3040 and Lighter Shades (Non-Whisue) Rigid PVC Exterior Extrusions forr'Q4'indows and Doors" dated 09/15/16, expiring out 02MV21. 5. Notice of'Acceptanae No. I6-0712.04 issued to E W RGI Feoestratian Solutions USA, Inca for their "'Broom and Lighter Shades of Cap Coated Rigid PVCExterior Exrrasio'ns for Windows and Donors" darted 091151K_ expiring on 04116120. 6. Notice of Accrept = No-164712.03 issued to ENERGI Fer3 &21ivn Sedirtieuw USA, Inc. for their "'4Vhiw Rigid PVC Exterior Extrusions for Windows ws and Doors" dated 08r10/17, agriring on 02 2 11 & 7. Test reports No(s).10-M-792(A), 10-064MO527, 535753-09. per ASTMS-84, ASTWD1929 and AS'IMi}-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (SubmWed under X0.4 Na 1141 #7 Oft) 8. Notice ofAcca*tawe No. 14-0916.11 issued to Kcuanray America., Inc. for their "Sean),Ghtst (Clear and White) Interlayer", aqgring our 07/0-4/18. 9. Nome of Acceptance No.16-1117.01 issued to Ka -may Ame&a, Inc. fbr their "TroWe►it, Ultraclear, Clear and Color P4B Interlayers", am 07/08/19. F. STATEMENTS 1. Statement letter- off withFBC-31hEdition ("2014) and FBC-6*Edition (2017), issued by manufacturer; dated OW14117; signeed & sealed by Lynn Miller, RE 2. Statement letter ofno fines tl interest, dated 0411&17, issued by mtianufacturet, signed & sealed by Lynn Millm P.E 3. Letter of tab compliance, pad of the above test reports. 4. RERTest Proposal No.17-0397, dated OSM/17, signed by Ishapq Cl da, P.E. G. OTHER 1- Notice oafAeceptance No.15-1210.01, issued to PGT Industrim for their Series "5570,C770" Vinyl Sliding Gas Door (R,ekdorced).--LMI-, cgAng on 04114i21_ Iraq L e: hmads, Pam. Product Control Unit Supervisor NOA No. 21-430FA3 Expiraeson Date: April 14, 2026 ,jlppa•oval Dane: 14Lrcb 26, 2ll:l F -3 N CD 2 0- 0 O N C c:, C5 -0 �— .� U C 0 co N CO C 2 C" 0 3 o E u. .cn -u CnCU CU O d V / Q Z Z W J eh eN o• N o .- o CO Q C A ® Lj ,M„ m ii A o .. ey � Q 3 y eV o Y 11 Y i eS r o m e is � -+ r V W i sic s Q9 6.D O E ara<� Cn Cn CIO CU > O L 0 CL Q L U O CL CD ..�J U CU M ^^< CL 0 LCU w Z z J Z Q .J CL SHE PA 1�4 August 10, MIAMM 0% MiAMI-DADS COUNTY • PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA. LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I I805 SW 26 SUvet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidaae.aovteWA= Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 , 6" & 12 Lintel Safe Load Tables 11, sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables'; sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.through 3 of 3, prepared by Craig Parrino, P.E„ dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. L. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 2Z, 2012. B. TESTS (�). 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and B. TESTS 1 None This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig 1. Miami -Dade Coup Department o Regulatory and Economic Resources RE fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE By Pa► f gu r!' (RER). 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This 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. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. February signed 2014 Edition. 1. Letter from Cast -Crete Co ration, dated Feb 03, 2012, si ed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. b Craig Parrino, P. E., certifyingcom compliance with the Florida Building Code, 2010 Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last y g p g revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled B. TESTS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by 1. None. 1. None. County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS NoneC. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Muxmi-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 0810&117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. 94elmy'A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. ehny A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr net Control Section Supervisor Pro act Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 200.15 NOA No. 20-0630.15 NOA No. 20-0630.15 E -063Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 08120I Ze Ze Approval Date: 09/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA. LLC N CU C:J. C .� CU U "0 — a- to .CO CO C 2O CD_ O � L1.. . cn -0 E O Q I— CU -0 ._ Cn <C z z W J N p a -- � N CL fO fiN m ea .- y N ,G � � c 3. a o ar a O so g CC = s. N 06 C l0 � CL � 4 O NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS V B. TESTS 1. None. 1. None. Lea. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). L By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -+--' 1. Noh& L None. F. OTHER F. OTHER ..� 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of ' CL 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. CDL LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last Ls� 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. CU D. QUALITY ASSURANCE m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER >` 1. Article of Conversion for a name change. O Ls. w (3) e my A. Makar, P.E., M.S. CY Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 204".15 NOA No. 20-0630.15 a Expiration Date: 09/11/2023 Expiration Date: 09/10023 J Approval Date: 0&20/2020 Approval Date: 08/20/2020 a E-4 E-5 August 10, SHEET PA 105 Z I ILI ECO PRODI]CT rVA UATEON RR.PtIV NO 20.D7fa.0f 2 ] /11LIEC QUCT MYAt.t:ATION 1rBn>:'r nO.-°729.ef 2 XYi1,II41HVJ a XC1L 26— .7.02 ; irqc_ O INc. TILIR TESTING i EN9INEEAINO COMPANY o "T"TM,Pa 2.2- TIES PO Ti: Large missile Impact and fatigue load tests• were performed under Protocols TAS B. Re Shall be �� ICacco�� General I'�� $PECompon nts lei strictly flhDtea end Component indicated on TILLR TESTING i lltlilNllEi11N0 COMPANY TEST Large missile Impact toad tests were performed under SSTD 12.99 standard as p i5. INSTALLATION: Installation shell be performed etHctiy in &=order= with details indicated on 'Jft"il YL P,M,YkAIM.:IA. 201, 208 as r section 1620 of the Florida Building Code. Uniform static loads 9 sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing ) 9 wAt)rsnn. rn ta>y ta, ra �F+LI. PRODUCT EV 4UATION REPORT per section 1808.1.2 of the Florida Building Code. 'UhfFonn static toads as per sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document P.E.D.), FLCAI:weHW�.0P0H7TY 71V as per TAS 20 Protocol. Test reports prepared by Engineering & Anchor Specifications aha11 as Indicated On sheets 1, 7 and 21 of tLC A LI.,.N...r771. $salon 17D9:8.3, per ASTM "O. Test reports prepared by American Testing drawing No. 20.175. Minimum separation to glass shall be as indicated on Inc.,R Testing, ., Reports li 98-689 dated 08/09/1996, #98.670 dated 09/16/1996, 8-67 dated d 09/1 26, of Pod . 28, of product Evaluation Document (P.E.D.). drawing No. 20.176. Lab of South Florida,Report # 0814.01-01 dated 03111/02 witnessed Wflliam by sheets 3, 6, 13, 14, 16, t B and 18 of 18, of Product Evaluation Document PRODUCT EVALUATION Pie, datedL all three signed and sestet! Hector M. Medina, RfEPORTNO.: 20-072T.02 R. Mshner, P.E.,, Sortz Morox, P.E. and Henry Hattem, P.E. and Report. No. (PI.E.D.), drawing No. 20-175, Fe P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated QM1811998 and on Testing d 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo 0 2126 dated 10/06/1998 witnessed b Gilbert Diamond P.E. and Report No. Y � 7.., IMITATIONS AND CONDITIONS 1Q L A Q� i e��;. DATE: July 27, 202A Largaespods, P.E. and Henryaltom P.E. Largo missile Im act and cyclic ry A P IMPORT MO.: Zo-o72e.a1 0219.01.09, dated March 4, 2009, signed and sailed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida B,.MATMAL Cj ARACTERMC;SAND SPECIFI"DONS• P.E. and Henry Hattem, P.E. 7.1. Bhail be strictly in compiler= with General Notes No. 1, B thru 14. indicated PRODUCT CATEGORY: Shuners Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123•D1-10, dated November 23, 2010, signed and sealed by Juib E. Shall be strictly in accordance with General Notes and Components Indicated on DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 t thru 16, Indicated on sheet 21 of 26 of Product Evaluation Docxinlent (P.E.D.), drawing No. 2G178 PRODUCT aiJf9•CATEGORY: Storm Pansle Gonzalez, P.E sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc, and signed and sealed by Walter A. TiM, Jr., P.E. PRODUCT tiU&CATlOORY: Storm Panels 2,,L$T$I<1CTURAL EROMEEMNOSALCUUM011% 7.2. Product May be Installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANS Tensile test report No. BCM-198 by 00 Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tenstls Toot as Anchor specifications shall be as Indicated on sheet 1 of IS, of Product Evaluation Document (P.E•D.), drawing No. 20-175. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of the Florida Building Code. per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 90 GAGE GALVANIZED STEEL !WORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and pane) MANUFACTURER, and Sealed by Jerry Jaciofano, P.E.as per ASTM E-8. MANUFACTURILR length based on rational and comparative analysis, and in accordance with sactlon 1616 of the Florida Building Code. Calculations prepared by Tiiteco, Inc,, 7.3. Product shall only be Installed Into poured Concrete, concrete block, and wood frame structures. 4td00 S,W, 51 Street LZ 7. LIMITATIONS AND CONDITIONS OF USE• 0& Flo 61 Street Davie, Fl°r da33314 dated 11103108 and 03/12,1S, signed and seeled by Walter A. Tillit, Jr., P.E. Devie, Florida 33314 On Gage Galvanized Steel Storm Panel for maximum panel length vs. d design 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated 1. PURPOSE OF EVAL ATiO $ MISSILE IMPACT ESWAN, CE. Product Evaluation Report prepared b Welter A. Tlllit,. Jr., P.E.License �° y (Florida( 1. PURPOSE OF EVALUA ION: wild load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet 1 'of 18 of Product Evaluation Document P.E.D.), drawing No. 20-175 prepare(! by Tliteco, Inc and signed and Seated by alter A. TIN. Jr., P.E. This le s Product Evaluation Report fW:sEped b Waiter A. T1111t, Jr„ P.E. System Y ( Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilfeco, Inc. (Florida CA-0006719), T —�-N@ This is a Product Evaluation Report issued by Walter A. TIVIt, Jr„ P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., dated 12/18/10 and 06/27/13 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. iD # 1908) to the Global Protection Products, LLC, Rule Chapter pier N°' A i111it, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES 41Q20.3, Method 10 of the Florida Department of Business and 4. WINO LOAD$ R, $ Ntt'T,NIFH7 to IN% $1820.3, Method 1D of the Florida Department of Business and as defined on section 162D,2oftf)efbrtda Building Code. Plohssfonal Regulation' 20 Gags Galvanized Sleet Storm Panel has been verified to sustain wend � 'vCENs `,'/� Profassbnal R ulsUon. 3. MISSILE IMPACT RESIBTANIM 7.3. Product shall only be Installed into poured concrete, concrete block, and This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the pressures. Maximum panel length shall be as Indicated on sheets 0, 10, 14, 15, 10.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing Me. ' ^'-�++ 44187 ,: �- c� ; This rod . p uqt Is being issued an Evaluation Report as described herein, and has been verified for Compliance In acc rda►lee with the 2020 Seventh Edition of the Largo mleaft Impact underaaodon 1009.1.2 of the Florida Building Code, as per S8TD 12.99 Standard and TAS 201. wood frame structures. Florida BuildingCode, and to verify that the product for the u fy p purpose Intended 20.170, Ma)dmum Anchor Spacing shag be as indicated on sheets 8, 9, 10, 11. `- it A � � STATE OF i Florida Builds Code, and to ve that the product le for the purpose intended rKi rift Product Evaluation Reportprepared by Walter A. Tffllt, Jr., P,E. (Florida License at bast equivalent f0 that required by the Code 14, 15, 17, 18, 19, 20 25 and 26 Of 26, of Product Evaluation Document (P.E. 0.), _ - at equivalent to that required by the Code, 4.1,�QND LOADS IZEl31STANCE: No. 44167) Preeklent of Tliteco, Inc. (Florida CA-0006719). , This Product Evaluation Report shall be a object to review and revision in case of a Building Cods charge that may affect its limitations and conditions dialling No. 20.175. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on OAt9 ,:' CIEN6 A,yANON AL NN111110 WAT6L This Product Evaluation Report shall be subject to review and revision to Case of a Building Code change that m affect its limitations and conditions eY 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be indicated 9,10.11,13 thru lennq q A• TI �,�..... GENE •,: 2 EVIDENCE sit 1gMlrnn, sheets 3 inn) 7,10 inn, 20, 23, 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Di%TILTECO AOMON RECORDS 1 P. E. R611000 20 R GLOBAL PROTECTION PRODUCTS, LLC 190 SAM GALV OMLSTORM PANELAORM6..^&1n%REPORT02D4 o+ 2. EVIDENCE 8UBMITTEDt as on sheets B, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. { ) ,E —y 7 2.1. PRODUCT EVALUATION u�EICI_(P f:lOAIA n9 Drawl No. 20-178, titled "20 GA©E GALVANIZED STEEL STORM PANEL", chests 1 thru 26 of 28 prepared by Tittacc, Inc,; signed and seated by Wetter A. Indicated on sheets 8, 14, 16, 26 and 2B of 26, of Product Evaluation Document (P.E.D.), drawing Na 20-17ti. L1. PRODUCT EVALUATION DOCUMENT tP.E.b.1. A Drawing No. 20.175r #Iliad 24 GAGE GALVANIZED STEEL STORM PANEL", 24 Gape Galvanized Steel Storm Panel has been "rifled for coda compliance to work as anon -porous storm shutter assembly, as per SSTD 12.99 Standard. w"rLL D.tTit•rECD ARMON RL'CORo91;P E. REPO RT•201 OtAiAL PA NIP LE TII Jr., RE.; dated 07/28/ 020. This drawing la an integral part Sw�tNhls ' Mn11rI dENM Shoals 1thru 18of18prepared byTiftecv,Inc,;signed and sealedbyWaiter A. +LArn@ aavANlEsoarEeLSTORAIPMIEL1dRwoB2a+7D1aevoRrafaoTz7 �,• ORtb:,. lu Evaluation Report, ..A,�A A; ...k"4� - '�• 410EN Ft A / Qy ...., k/per �, ��CAENASdc ' tillit, Jr., P.E,; dated 07/2712020. This drawing la an int �{fis en p�1 fit( Evaluation Report. 1" Fr ^ /j P'GENS :'�� TT r ay s,ONSLFaaP,°a nrprrtNNN No, * 4 i 67 `$ Ls- NQ-4 167 ;,t 167 6 7 7 27_ H* * 2�' STATE OF +A r� .IOR... $ dJc�. tOHtOA ��w It / iURln 11�' 6355 N.W. aft Street, Suite 305, Miami. Florida 33166 - Pblme: (305) 871-1530 .l�T�y�S/ ' �' p�� 1 --•NjNN/11- 'r� S/ONAL tNt�"� „N1fIt11NN 6i5S 2d.W, 36th 9rreet, 9uit0 305, Mi6ad Florida 3316b - PJpone: 305 571.1 31 ( ) ` i ONAL tNI1r11N1++t M\ NIIl IIIINA) Lwy : 03) IN CARE THAT PRECAST STONE, OR PRECAST CONCRETE PANALS. STU M on WOOD BOARDS K FOUND ON THE OWING WALL, ANCHORS SWILL N LONG ENOUGH TO RUM M NAM STUCtuRE eEIMND SUCH P*iVI 1. STORM PANEL SOIN ON THIS PROOKT EMILWTION DOCIROO (PC.D.) HAS KEN VERPBD FOR COMPLIANCE N ANCHORAGE SMALL K AS MENTIONED M 111 AND N ". ACCORDANCE WITH THE 2000 (7M EDITOR) OF THE FLORIDA BUILDING CODE (C) DOM WIND LOADS SHALL K DETERMINED AS PER SECTION 1e00OF THE AICK ME/TONED CODE, FOR A YN0 SrEEO K Rey D O/ THE WHERE TREK •I AVERS MILT SA MST/GyEp IAIO - I/4 TA►CoN ANGHRRS, AS M"RMACTURW BY IT W. BMW, NC - iX,0 PAELIAIE FDA" 10 AND PAINDAMI PLUS ANCHORS. AS MANUFACTURED BY UCD CONSTRUCTION PRODUCTS. - t/!•P w SCRDYS PER N.D.S. FOR A DIECNIOIIALIIY i'AL1Dq N..O,Ie. I!� 7-te NID SILL NOT UOCEEO RIB MAtIMRW [AS.O.) DESIGN PRESSURE RATINGS INDIDOED ON SHEETS 7 TWO 12, 14, I5, It, 12 A 20. - 7/le`I Y 5/8• WOOD BUSHIBAO. AS DISTRIBUTED BY ALL POINT SCREW, SOLT a SPECIALTY CO. IN ORION TO VEWY TIC AOK OONMION. ULIRNTE MGM WIND LOADS DETERMINED PER ACE 7-1e SHALL K FIRST REDUCED TO A.S.D. DESIGN WIND LOADS Br MULTIPLYING THEM A T 0.1 94 ONOER TO 1RIw Gt) THREADED PfNETM1OINTO N O WOOD TAPCON ANCH0R4 SHALL K , 1/AmAY' FOR 0.M pANEIWTE PLUS YPM COE TBK W/ MAR. USA) OESM PRESSURE: INDICATED Do 7 Tom 11, 14, 13, ML 1/ a 20- IAfE :EALALf ID.REA N ORDER TO VERIFY TINT ANCHORS ON THIS PLO AS TWO WOE HOT OVER SMIESSED. A 33% INCREASE M ALI.OwatE CA MNWM THREADED TpN PENETRATION1 � p�piE,�' NT PART WO � � SMALL K ip�j,�,��0 71kSS FOR 00 LOADS WAS AM USED N THEIR ANALYSE. IFASTEICRS SAMI TO WOOD HAS KEN DETERMINED M ACCORDANCE WITH N.D.S. 3015. C3) MIRIA A EDGE OW44CE DF UO SCREWt, Mio WOOD SMALL L K AS INDICATED M THIS OWNING 11MAC/ AID RAND RESISTANCE ,G11 KEN vrneTm IN ACCCR 1020 Of 1ITH911- THE -IICE 0 3101PANME IONED CO IE A 10SECTION9 Aa011C YE1/170N@ CODE AS PER MRIRIpMIC k 7ESOC INC. ARPOIN , aa-570 • 9e-730 AND AN CA) NAtaMI1M PENETRATION OF WOOD KOM SHALL K S/9•. t/4• .-4 SCI EWS USED SMALL K 1 , LONG MIANUM /2• MO S-2W f'EES7R\TION IES790 w aro„ REPORTS /YORE a /sTEe . AS PROTOCOLS TAe-m1. rAt-»2 AND TAe_203. t 021 11 . SOLID sIVGCO Euar. AND 1• 1APELRUM FOR 1Wu.s wnH No s+ueto. TA COOL AS MIEMtat1 1E3T w OF SOON FLORIDA REPORT /0219.01-09. AS PER TAS 207, TAG 207 AND 20) SMNDAIDS. C5) M REEC CASE THAT PRECAST STO• OR PRECAST CONCRETE PACA STUCCO OR WOOD BOARDS K FOUND ON THE EXISTING 2 ALL ALUMNA DTUSONS •O K 8063 11 ALLOY AND TWOI. (UNL[SS OTHERWISE MMI SEE SNIT 2 (WILL. ANCIRM SMALL K LONG ENOUGH TO REACH THEMAM STRUCTURE KH O SUCH PAN" M040WE 9441 K AS MENTIONED M C.I), CJ) a CS ) 3 ALL MAUR" SHEET MM USED AT CLOSURES SIMU. NAVE 3105-1414 ALLOY. (0) ANCHORS SHWl K INSTALEO FOLLOW= ALL OF TE IEOOMMINDAIOnS AND SPOCFICATONS OF ME ANC"W$ MAMBACT RCR. 4 Ail SttEI MEET METAL PAWLS 04ALL NAVE STRUCTURAL OUTALM SYM ASTM A-453 GRADE SO MIAMLM. O-00 ON.VANIY<D STEM DEWOIIIg10N *M. ti9.9 Lei (AFTER ROUII>). e. PANELS Mw At.70 K MSTAe•m HOA7DrtMLY FOL10aU0 AMSTALlA1ROtl DETAILS SHOWN ON SECRM s THROUGH HO (SHEETS 1HR000N 9) UICEPT TNT HLAKTSmAm 9*1 NOT K USED 5. ALL SCREWS TO K STAINLESS STM 304 OR 319 NSW SURFS OR 0000304 RESISTANT CWRD CARBON SQL AS PER DIN SOON so Ir FIELD fTRO1CIM MA SO AM TEMERL STRETOIH A, SMALL COMPLY W/ FLORIDA eUEDRR' CODEATIACNED •. IT WALL K THERESPO1N9aLM OF THE OONtRACTOR t0 vES1Y THE SOIM0116S OF M STAUC7IRE WERE SN11TF/1 IB TO K , SKI" 243.3.4. TO NSU E PROPER ANCHORAGE INIS SHUM SMALL OMY K ATTA0ED To ODICFNIE• SIOCR OR WOOD MAME &Jtow07. B. BOLTS TO K ASTM A-= GALYA MED STR.L. OR A9 S4 97R5 STARLESS SMU- WTN 36 WN MMMUM IICUD STRENGTH. 10. EACH REGULAR STORM PANEL WIN LENOT S OVER a•-B THROUGH 12'-4', AS PER SECTIONS 0. !. 9 a 10 AND ALTCRNAYEf AN. 7 ANploR9 TO WALL SHALL K AS FOLLOWTENANT eW A 'OW ON 94EM S, e a 42 11WW hELY. SHALL NAM A LEDRE AND READILY VISIBLE MAIAN INSTRUCT" OWNER OR T3 SECURE PAILS WITH APPLICABLE REINFORCEMENT OM•16 PERIODS OF HURRICANE WAN" (A) H I INSIA"TION CONTRA" IS 10 ALL 9RTTtER t.`OYi'OIE,FI EDGES WHICH nOINN N t:OFlie7U0115 CONTACT STH - 114'0 TAPCON ANCHORS AS M MUtACTWO Br CIA SUI RNC (Min r-81IO2 P. L) TIDE aURDM G To NMO/RAM INTRUSION. - 1/4• .. RANCHOS, AS Y BY WALTPORN INC. (MIA. N'..7000 ` - I(Mi. . /4' OLI MT*W F90 L CIALy SP.R..) AArAA0R9. AS OISiRWTFD er ALL POINT SCREW. BOLT a t►ECAIir CO. 12. STORM PAWL INSTALLATION SHALL COMPLY CORN SPECS INDICATED N IHIS DOOM PLUS ANY RRLONNG AD 20NOIC REGULATONS -V tMel, rA-Soso P..L) FROWDED BY THE ,IURBDCWN WIHEK POW IS APPLIED TO. - /14-f0 PAEAIAtt VSMALE 0 A PANFLVAR PLUS M04M At MMNIFACTUotm BY MCO COMITNIL TON PRODUCTS. (CON. 1'..3390 P..L) 13. (a) Tn5 PRODUCTMANTN DOCNEM (P.LOW ,) PREPARED Ff THIS ENOEA a OINE'NRC AND DOES NOT PROM RBONMATROM A - 1/4•0 a TAP-ORW AN001S. AS MINOFACIURED Br TRU-TART CORPORATION (f* .%OO ►.ea) FOR WE SPCC3FC PROIECr: 1.. WHERE THE WE CONDITIONS DEWTT FROM THE P.E.D. At INAIMM DIKOAENI OF TAPCON ANCHORS INTO POUND CONCRETE SHALL K 1 3/4": 2' FOR PArtLIKAX FOWL (a) COMTRACTORR TO K RESPONStSF FOR THE SELECTION. WRIWASE AM R6TALLATON MCLUdNG tiffShill• Or THIS PRODUCT BARD ON TIRE P.E.D. PROVIDED WI ODES NOTOERATE FRW THE CONDITIONS DETALED M Do DOCUMENT 0 AID PAMONLTE PLUS AND 1 1/4- FOR CT TAP -HOP ANCHORS CONSTRUCTION SAFETY AT SITE 0 THE CONTRACTDT'S RESPONMITY. A,7) CAI a SOLID-W AACIORS SMU K EAIKOOED 7/e• INTO THE POURED CONCRETE NO MOVEMENT NW (A) 06 PRODUCT! rOILLATOM DOCUMENT WILL K CONSIDERED WVALA B MODIFIED STU000 SHALL K PEMTSD. 1/4• 0-20 9OREWS USED SNAL K 1 1/2' LONG MMaKNM 20" SIUOCO IOW,, to V MINIMUM FOR WALLS WITH NO STUCCO. AND Wr K HEADED SCREWS OR Au THWA09D SCREWS */C HEAD. (d) STE SPECIFIC MLA = SILL K PREPARED Of A FLORIDA REGISTERED ERLRM OR AAC MTECT W4100 WILL BECOME DA an WITH WING MUTS. D04M Or RECORD (LOR) (OR rK PROJECT AND WHO WILL K NWO MMA FOR THE PROPER UK OF THE I.FD. E0NCOR a RECORD. AMING AS A DELEGATED ENGINEER TO THE A.31 M DARE THAT PRECAST STONE. PRECAST CONCRETE PAELS..WVEIS. STUCCO OR WOOD BOARDS K FOUND ON TAM) Ago. tNl7M♦DI, SALE ii IB6 I 11) no LAr" THE STIE SPwm Dox"a foot WEMEW. EMKTMC WALL OR FLOOR ANCHORS 04ALL K LAND D O W TO 1164CH THE WAN STRUCTURE I DOO SUCH PANELS ANCHORAGE SHALL K AS MENTIONED IN AI) AND M A.2). (0) TIRE P.E.D. SMALL KAN THE DATE AND ORIGINAL SAIL MO SIGNATURE Of TM PROFESSIONAL DORM a RTttofD THAT MDAAO[D IT. (S) TD O4' 0T nOOK AMC lent. WALL A_:_ e.ao: - I/4' A TAIOOFN ANCHIORS AS 1WILFACTlotEO BY 1. T W SUALDER. WIC. /4 SM,nd1 MANUFACTACWS LAKL SMMLL K LOCATED ON A AGIBLY M MUC LOCATION A STORM - 1/4• . A 7/2- CALK-N 4404M AS MAMNACMRLD AN OEWA.T INC. (MIN. r4-ISDO P.A) PAIL SIM1RnT N ACCORDANCE TAM SECTION 1709.9.3 Or FLORIDA BUILDING WK. ONE LAMM SMALL K PLACED FOR III OPENING. LABELING t0 COMPLY WITH SECTON IFOVSJ OF THE - 1/4'0 R 3/4• BOLND-SET ANCHORS, AS DISTRIBUTED Br ALL T+OPO SCREW, BOLT a SPECIALTY Co. FLORIDA SIMDRI6 Dow (to, I.-IWO PAL) - 114-10 P101910 tt FORME D AND PANCLUATE PLUS AVCNOIIE. AS MANUFACTURED BY ELCO CONSTRUCTION THIS DIVEIMO WIN UND /O t S E PRODUCTS (MIA, rF.2o71 W...L) nil OaTAN PlRIIRS M TIE STAR DF RDMDA - 1/4' . CF TA►-CWI► ANCHORS, AS AAKWACT RI ITT TAI I COIMOMTIM _�•(E,4 A• TI(!.p V 9.13 MINIMUM DAMMER a TAM" ANCHORS. EL O PAMELMAITS AM OF TAP -GRIP AM4 H OIL INTO IHE : VC rtAMDR BUaDM WK h W Wrioa at= Ue'1 SHALL K I I/e. ' fV0.4 187 '• •aINY TaI9oA LeL 20 CASE GALVANRED grist smw PAMM ' III CALK-N A SOLD -SR ANCHORS SHALL K ESBEDOED 7/a• INTO THE CONCRETE wick UNIT No HALL K PERMITTED 1/4" 0-20 CARD SMALL K , ,/7' LONG IRIaULR aFID sTND '� COM PWMCTM FROOXM UCJ f I ENST, AND 1• MMMLIIN FOR WALLS ION No SHIlCCO. 4: CT. STUCCO. _ '��`� INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES caimm ANCHORS 10IMM a LMNcwt/a ANarIBRa a I,.IBIRN tl IR W�iKR a T E IBKM p t.o: -- GDMCRINB' p . (R+, J cDlaRtNE REOINNRalI 4 POEICONCRER t• I. MN DD LD. , 1 6 I r1.IF•11 EA. I OURM 2 p i i Q3 CONCRETE0E00I1o6. ` I tlr � 1 pit AANMI _i� wL6 d. a I 1 ! I BOW ttl0 • I ESCONCRE1[M04 URI E i D. • ; O111e rM<Q ; �' ` IEOUIELL CONCRETE SOCI{ Olt It 'IF oc r• 1 _ 1 C(MO IVE SACK RFSMIIm. L 1 1 _ rococo Commit s wmRRm �••_ Wile r WHEIsnq.-I /.Gijovicom DQfLA®ulA iaN. lad tuaNRt ON �a tails a IWNNM S Batt . ,MIBIIM q C.`717W" Ti`ill,.• «�7r �T^'T�r •�T,•.+T'�I REQUIRED. ANOIOK IN" a THIMILION 0) SI:WIIiLly,am MliYtlAtlB iIaOAE H • a lets• 7 Is CM r l J CONCRETE ANCHM wilm1 1, 11fZiltlI�t WOR Lo. - mGE GISTFdfl (SEE SCHEDULE ON SHEER 6 a B) (��� tMWM K n1nMW p,N TOP k SOITOM MOUNTINGS CAN K _,�`'••:V COMNIIMALLATI N ANY WAY TO SCAR Nil' R(/ NSTMIATION. 1 . 1 t T.. COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (WALE 1/2-1) ..._._15.199• (TOOK tIDIH>----"-- -- _'_.___ ...--- - ------Ie.»s• (TOTAL AYDTI)- —.--- - yip• -- - - --...e 1/4 _�_., r / 1.350• ^A 0.ar' YIN. TWOA 1,300'•-. ,„ S GAINANIZOO 2A.1 MLV NOFD�SNIP X / L< '` 2 OS7 f GEO OAIV. ` Typ T /T .j . _ - 'H own x IA9WIRRI DETAIL o 0[rL �..: G-a0 aMN. IJSrAL A , N.tr L�iAL A , •O.S T STORY PANEL © DW STORK PANEL 2.7q ANMOIY DRD ZIP ..` f.7J0' A., � 0. � .123, .750•.- t •5AIARr 4b,d4 HEMMED EDIX •Z73•. W% HEM -. i .f00' ?W`- R JIG- - /' BRIO A1RND Sy Ytpw RI,EIEp J APPLE a 10 700, r ,...lODr 3J- Oa7' 2. • .ar &1"•nETIX 21 st _....I Jp� ..I•' R0. 373 11 I.. E.V70• i I I ' r ISOMETRIC V" .lDETAIL! I. 2.000`-' -• 2.00D . __,r� ROLRNDED CORNER O ENDS Of PANELS END UP ` HHr,SEM11E0 EDGE.kO PhP HEADER O 'LIP HEADER \. / 4Qi ANGLE WITH STUD ®AMU WN BEV= STUD I.._._.. —� Sum. 1/14 • t/,• FOP WOa ATM' ass' ,751 C ` { �. J.]s0• .�F ►RILL .1116• � tea � �.310• 12b•, ,_t /A11••70, SSA 1.4pr1 De3' 375' _ l'-,Z•770' sus' y,MO• r I ANGLE O 17 1 OC .a7T1 B 1.0 .__.--1.343 oK•I.e71• .OBY015- t- I _L I - .Sao• L-. , i __... _1°• 7.01OF O KEY NOLE WASHER .60*0 �-- 2.oe5•—--7r,.r� r © WFW WRACK ANCLE ® AX •FP TRACK Q IMM PLATED DALYANEeD sTm r �+Av �p I MIA IF LONG �4v'li,•.TII..%G r.__ _ .F! r '• - 3tV' vCEN AE/'tiAT n5`P - 1._-_ _J No, 44167 * * J * FLORIDA a(3NDaIc CODE w_Sh Veloany Hu IN Zeno . ` �AIHAD - DAR ' I-_ • 1�2s .ia7S• WIWIi Yur tttr taffy D ' .IroxJWel7c 30 UKGALYMNgD HEEL STOW PANEL IMAM Ir '--2.00I® PANEL j •.. - IL EC O iMG" �• 49r LW. N MRKr 2WX7•Xt /Lit W1WMOLAM,THIO 1NTAR WHO MITMITM/O AR AI W. AM ,4OIC NMrlr-IS o„Iw)tr Nn 20-176 IONNEW N ADDITIOIAAL N.. • ,T-ti.� ..PI rIIRW ZIP • 7/EELS/3G- was (IMNLtS a-AM,EFu STEEL 00 MpEI RATED StEIIp. t � A a, PLsI pown I I Pal 1 w r Yln.- _ 1 1 ]� ROCK t 1 _..-3.. -. . , ^A.rn• Df KOURD. L._._.._.---'IA,..,..��_._... .. i 1 . T .RIMY. N. M" ro awS i. � Er EIwIWS PaISIEP eb. i i i I gOI1pE1[ a I 1 OWUDER SDOM CONCRETE a1DGJ In OR aT� ON OF e a (� xABDIAE M V S a aiWA6 MOM= I� >yRK1S . tHIOINa 1S / FA. Allica 11� J/PP t Dos1MG • NEW I• WK . WAO . 1,T.. E.D.. EDGE OVARCE _ IN" ALUM. TUN OR I' . : (SEE SCHEDULE ON •• ; •,-'1ID�0 •MI / ►.T. WOOD PLATE SPACER .S O SHEETS a a B) /'' • NEW 1' WK II COMBS F 1/8" f i 1 ACr)E cOR cohNOMMON nr _ MIIM RUN OR I• I VAVO 11 p I, TIDOO PUIr SPACER ; TDP k BDTrDM IYDUNfR4(S O, r I 11MCK DOOM NN4IIIB �+ i COMBINED INAW WAY TO 5110 '� • • ti ells Bit AHIM q� �. i �, INSTALULTroN. J:II 17t Ya KWRE CONCRETE It= /i W�ar7�`Nr I A Ip gFETM x-X acALE� 3�a-R� WITOM TRACKS ADJACENT TO STUCCO T WNL 4A. AeM 16vr..1 � .J HIM r _ J (,'J14E A tPLANI Ay^tllr ,ew . w! r , SCALE 3/1M7 J I/r 6CJIC 3/ANt• FAA sroar,�l r AA. w �r�04 •e,e- SHAY c tPIaN1 yCg2 y/'�-' CASED PLAN1 file" xis ,�iiAii W AL 1'I-A.w N,M A,4M -�4"O CASE F tPWil suEi/Is•--r- K('fMYNR• AN BE ANY CASE i: WALE 3 IN1 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. 1W/10, 2W/10. 3W/10. 4w/10, s/s SW/10, ew/11 a 7W/t1 r.r MAx ANCHORS: FOR CONCRETE Ri xfROULE 011 IIKTL a k e` - r INS_ 1 MIN, T no WOOD SEE !6L"f101e DI eIEE15 70 k T1 1' 141. O + 4 6 z TTIT _ J) _ UNBOLTED PANELS -., SOLTEO PANELS W/ 1/44-COR1' _ _ ' (SET SECTIONS AS , 11 a fA / 13/32' ;A _ APPUC IILE) (SEE �--SECTIONS 1 _l"r"IO"i� E' to I I 1- ^ wMAII �; 1/4. 2/4. 3/4. 4/4, S/5, 7/5. - 3 1WI 2w/10. 3w/1o, 4W/10, 6/5 SW/10, aW/11 k 7W/11 ANCHORS: MR FOR WOOD CONCREE TE SEE SCH EDULE ON SHEETS SHEETS a k eSECS_...___._____._.._._.-: REGULAR STORM PANELS C1) dt Q ELEVATION N.T.S. t/4• I AMfi GM ff + .. 2.67• 1/4, CAP (IOl 01R11M .1 1MOt WUET) INSTALLATION DETAILS FOR REGULAR PANEA INTO EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES i -�DpIFUpC�OpMM(IOETNECReOtOe Dt I 011 ANCHORS, no CONCRETE SSE 9CLDUM 9a CONCRETE FOR WOOD SEE SOCV04 ON SWEET 12 CONCRETE SLOWSI-agEEO `r Mel. zer 3' Mr. AIppLREp - ! REOLWND ; KDNED Sp1gl7[ I1• WA. (COL ORWILAW -I tARDE I MLID) R ,5 I' M,.: smaT 1nam iTeOENUI[ M { T 6) BOMLE 1I X 1 1 AMI i1 f M\ ,` . •uW ; , Nw.\IWi, \,Wa \ \ ' �i lIi !�I w IQ . � ; s \ E \• I _j fin ' 3P i + Rr�N RO,�"IN.-M �, . 't' � II jR -�-. _- -'W-Y-1-O-H r- I •� : 6a E ,.�� A f.V.a,,h a 1/uits. ws WJ�\ iR0 ANNr r n. at ' a-wi it ARM •12 iIrL a I ISFA ANCHM fT10WLWK EOg1RLM SHOD NO '_-ZDIKO I)ONCKIE OI IRDMIRee aIOG 90ALC 3/B.t' i -+ 1 .•0-1M3/4• 0.t. SOLI 1 NU1 0 12 1/2 O.C.tau scmwm 00 WIIO CONCRETE MORRIS ow t) L.__TE137SRGIEQ,[ IWI 11EOIIIIU owl, I emu SOME 3/O•I• NOTE FOR LUNATION OF 4tr*e±A'a. EA - EDGE atrANOE (SEE E S 9) COMBINED ON TOP IIIaGTTDM NOUNTMIGS CAN COMBINED IN ANY WAY TO SUIT AN1• INSTALLATION. 1 f 3I I NIR • LIIIMY � I I � _.� III �� �' I I �� WtTM • I' ' i' `, ' ii I (T1 Trl_ I iT ; at• �� i I NSE 7 SOX ^i 3' AN. '---er..®a® ROIAFI •Mb. or T I- AMn NAKAfIOHOILC OR AIDOO CONCRETE SEE 9 M S"W 112 HEET a...----. .. REGULAR STORM PANELS t li t ® ELEVATION SCALE 3/3r- 1/4' 1W6 GAP 1.a7' +• .... _J._._ f (MN ./ WHOLE WILLEY) al DOMINATE ANCHORS Oft OR R,Ep,,,M aCAIE 3/32`-I N N I ISFA ANCHM fT10WLWK EOg1RLM SHOD NO '_-ZDIKO I)ONCKIE OI IRDMIRee aIOG 90ALC 3/B.t' i -+ 1 .•0-1M3/4• 0.t. SOLI 1 NU1 0 12 1/2 O.C.tau scmwm 00 WIIO CONCRETE MORRIS ow t) L.__TE137SRGIEQ,[ IWI 11EOIIIIU owl, I emu SOME 3/O•I• NOTE FOR LUNATION OF 4tr*e±A'a. EA - EDGE atrANOE (SEE E S 9) COMBINED ON TOP IIIaGTTDM NOUNTMIGS CAN COMBINED IN ANY WAY TO SUIT AN1• INSTALLATION. 1 f 3I I NIR • LIIIMY � I I � _.� III �� �' I I �� WtTM • I' ' i' `, ' ii I (T1 Trl_ I iT ; at• �� i I NSE 7 SOX ^i 3' AN. '---er..®a® ROIAFI •Mb. or T I- AMn NAKAfIOHOILC OR AIDOO CONCRETE SEE 9 M S"W 112 HEET a...----. .. REGULAR STORM PANELS t li t ® ELEVATION SCALE 3/3r- 1/4' 1W6 GAP 1.a7' +• .... _J._._ f (MN ./ WHOLE WILLEY) al DOMINATE ANCHORS Oft OR R,Ep,,,M aCAIE 3/32`-I N N Cu O U O O� Q C O O N C cU-0CL .� U C C a C O _ O IL _ O .w -O CU O i E-.0._cna CU C d I% Q Z Z W J en N , C�� O N o - Into -W � :P.W �• Z 0. o Q M V en Co i C LA. NY M o .. rQ ,C .D'., !V N Y CIE. 411 C G w C3 ,_ d 3 # 2. °t u CIA d C m o a u 0 CIO ^�1 A�ma U) ICU o CL fits Q U C 0 ■ aB>i ICU W LU G Z Z Z Q J SH 1.0 a•aw,w• '.aa• NN1 N/a��r�•.1�. WALL AND FLOOR MOUNTING INSTALLATION FORlecmft Ia1A101 a"'�.a1P1�'AWM, any ;a _-� r , _ -� SPUT PANELS •ogam MM O all Ie� i t T \ R l5► ev,aD r �r`r PM "�Fv,v 1 � 1• A 1. la• �AtAar mu \ OaAI�� ` 1 1.� • y 1. L >t ae RIFYf ~• 1 1 IV a' i DETAIL tle�My,7��f1a�ly,aY�:.pY / T jj 11• �M,PN tRaal���-'��� mYOM •At"arYNFM FI JYQ \•,� oo'i awmsewa • san 11 ai.IM i r ae rr ��ivao�r � ri I ♦ • ,fir \ I —••". wuow SU_ - \ 1 I 1 W r All M aN,a6 am 1"4 -1 '� `• _ i 1 ti IN • -�`ti If 7 fOP. - ' 1 Bp4Er"" n�.M • ICAE 1 4'.1 r IONd , •T ( Yi a1B1aYA..i � N�yILt al N/r fm t1aiN a a R A." r+L ,.Aa. M- 1AA110N tAW (R) • REt1UM w•. TOK MUUAN '• 6 4=6• l• • r a 1/r . 1 4• » !� �S 11110fN w[ M1N0 SECTION I W K a/0-1• Not[. p M C IF/Y BDNMDN IO/1pY 1OPEMMC. HEST/L ATM - LLTENNATNE 1 W SCALE: 1/4• . 1• YSTkEla TEYE 21Y SCAM 1/P . 1• fRiiEte 1. INSTALLATIONS ARE ONLY VAUD FOR WILDINGS CORN A.S.D. DESIGN LOADS LIP TO +55.5. -72.0 P.s,f. AND PANEL'S LENGTH UP TO 8'-B•, 2. FOR NEW WOOD FRAME CONSTRUCTION: WC)DO MEMBERS TO K SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUILL. TOP # BOTTOM MOUNTINGS CAN BE DOWNED IN ANY WAY TO SUIT ANY INSTALLATION. f211110 ! :LOOR IIOIRITRIO WALL ! (IoDR YOlpIT11/G tBRSTWA�: LLfEME�TIME •111 11lST1LLATIOIIS - �LT[RMATIVC SW (SECfIGN AT TOP IS LI O 70 455.5-W.9 MAX. aFiBEs t/4' . Y A.S.D. DEINOW PRESSURE RATM) ODA1L• 1/r . 1' 17v ' va .a•. �//�I•allyw,N,�Y,II/wPl� B?itTALLATIOM .- SEC110M It�W BCNw• 1/4' . 1• OaIOER mrrlOe/ OHM 14) Ou soft" ON DDIIORIL ANCHM nu .00 6T ,u MR AIa1101K KN(pA� N w8T 14. MIA ROR >¢ IBCS•11 al em ,a 1/4, 2/4. 3/4 4/4 1. 2 IW/15 1w/1.S ' � PaAta 7.• W4, a i I r M. ~7' . _ -\ AW IaL 1 i T- r- - I I � i I IT I-K• Bqy;_,_,, I {' r'Ka� ; O!A MIRU 6N,aaOI A•d aOBROe Aw (BAD PAIw I'N �'•�•�'""" i �rMu�ar e I'N 10 olAr 7 v.aN fw• 6 11 ,//rr tM. L1es btr. ,/14J I silty • 1! , aC. �1(4�Y,,A,,' � �'a : 1 OC. sY IaMra(O(1O/RREq • la , nC t •7N1' r/�Rs W •'x , _ _ g pDL Ll1 t/,.i i i! K 00 � '. � I CD+.: � � I � t±�1A/14 N • K dD FAIRI Naar WILL. ABawm I I I /4, 2/4, 21VA, E/4 N 4/4 /- k W/15 1, t tw/(5 -r ON In swm PAND. ARI ----1.•A WRO�aALa MNEnwj 0�115-------= N4- NOTE /RaaT1 _----------_. _ _..------'--- W/o REaLAAa TUAOLs (M We k" am ,, . %l /,! //fill .' i /• � IRIOWJ N � i r'"ca >�16LmFwta�A/"pLID �1w1 �W,ypl1, g ALwAT-a K FRw10EB w AF0A11 NONaae (M slrtT y faletB aoNeRR NAC�,�9 Imo K eriwlm wD�KNaeOE FW01L�x8BE pK WIND / UEEA 1oLRaILt -.1:: - %r of sIMICIUK IIRMW 14) ELEVATION WALL IIOIINTM BISTALLATION SCALE 3/3r-I• SECTIOM 1 SCAM 3/8' . I• •- SECTION 2 SCALE: J/R• - I' r1/4 r.• sv ®®N • • 1/4. �� aV NOES all In Sam R111F1 N,SIL (BEj � _ -- 1. LIFE ERECT/ STOW PAWL C3JI K LOCATED As AN fa10 PANEL (f1RB►TANENLgL)Art PANEL) Ai _ _ �peL 4 LOT S IA4Y OR MOR AS AN KMWR PAWL AY PANEL INSTALLED TOO REOUW( P"Ls la WR 1) 4,�ia[ , (W/ ON W/o No" TR am.) ?. LEE SAFETY PANG DPNIMM OF O.tM eALVIACM WM STORM PANEL AS SECTION 8_B PER oDMPONENT . 11 W 2 of DRV". WALE s/u••1' TIRB tgKL IREIF TD K ItOAOatD ON N/eTALLED FROM TM[ aA91DE W SIAMCIUME. 3. In !Af[r REQUIRES TOPS to ME COWON[W �k BOTTOM TRACK TO 1LI" Tlwj K ASHEET 2 a THE OIBIWMF cDLIPONETat aE IIRTALLED BMu 01t FLOOR MOUNTED FOLLOWING SWrIDNS 1 a ���,. p, •'•. x oN TINS N BRxI N DETAes I a 2 ON SWEET 14• CEN A, .: J "c ►LORIQA BUTLDRIIG CODE VRIoR MI A MPL LEN17M FOR cawGRarr ®4 W. Mo. ANCHOR SPACING FOR OGT)i PDMENT®ANONaNAGE AT BOTTOM 0 GWEN ON E �• A. am IL L 1A 20 BADE OALVAIMiFD SiEFL SiOQ) PANEL SCHHol2 ES k t SAM 14, COMPONENT MAY K PERWMUIT OR IKM01WAKL A'jg �� pp�LFMNTI� A SM DETAILS FOR INSIALLATION INTO WOOD FRAME 1111"NOS ON SHEET 15 �• Lu iC •. �R ' :' .. IL E C 0 FBIC. i� Or ICARE TO THE NECESSITY �QM-0 TION a l�twt+w.�t ONAI ' "'am aeFL.a-Iw RPe (»p. n•1 SPPMM Ar TRACKS INSTALLED ADJACOR AM tiwFS ?am In-Im. a, . «a � � MAXIMUM A.S.D_ DE31GN PRESSURE RATN'IG �_f� AND CORRESPONDING MAXIMUM PANEL LENGTH Me SCHEDULE A,u •, Iw• w..a.,,Y'a whl .Aee � ., lt1aSIPADIgI IBaMM o O Lm Naa, -1L0 r-r N Ld a tH• UNIGIM t "M a a 7 .111A -1L0 1r-r m r-r aw l a/r LMMM t TOM ► a 7 4aaA, -716 sr-r ro tt'-0' ale, a Ifr • •� • +saw 4aD a -4• N LM a I/a• ' ••�• •, a a ,D ' Iwo I/ ,/41r,a,1 S& M a IRNBmf K Dow a 4wlplall a RWIL fWMID mar FOR PAMSMAL CAA INKAlAOIA N PM >aCi I 1 IM 7. ON MUn A a m IILIBaM A.fA, OTIIaI ►IIORIK AMTaN (H.1.) NOMM MOM MOT. IN LA - , yr •• Ran" E i Ar Cplwl•010N a TOI IIAItYM LDtlM -, a1FDDN a IPPiM a,IN-w AYLIlIW[ FB41tl a POMMM Pl1N W 4'OWIEtENWKW U W mam A00N Am to Odom a= im ODNOw7[ mmm IRAIIII W mom OOL7St[ r N/A M/A N/A r N/A a• ,44�' r AFM , MM r r N/A N/A r r r r r r •' ,1/4 NM WA r %/A r WA r •/4 !OOP) r N/A NM NM r N/A •" WA r /4/A ! E1a101p •a0l, -7a0 r Ka WA WA r WA r NM •' WA J a 4 Crop) 1'-r N tm N IeN /• r WA WA 6' r r r r r a fRaWL1) r WA WA WA r LIM r WA r WA 7 OOM r 6 WA WA r r r •• r e• 4 A 7 pOT1O1O WA A/A If 1/2• 0 1/.• 111/r 4 ,/4' • 7/•• a 1/r 6 ,/4' a 1/4` a (I0P/•0.1010 M RNlta 10 • 11 1BR A" Mm mlc • MU I6R NE toi m alW A000 m" MI AC A IMNN mr/g1 al'AO•lae AIN IRM{Y as OwINN[ Alt ,oOMm N Daa MOGW t A [A LYa 1NM IYfMBO N tONtllB II®Ila mIOaR IKNO F WaIIFLfK llfK fqM N RONAIA! R aR mum= ritC10M, Hal 11w OFBgIOII 10 K PON L Ia,llm $ MON aB11•R/ ,NPR FAC a m1sL ,NT K LIM 11am wow wMNa uow" roe tWM AldOe fl•! K A+O,Ne1 tmoa rot _asar v 1An+. eae4, misAn IN, Aaa4w WNW DN a / a a l ,p s ••alrrrla ttrara•1 a a ! a a !,/r •wAral MOO OO a a a ,p r • r +n aaNL BWtIR ,I r s m LAU p a, Iw m ,m INSTALLATION_ DETAILS FOR REGULAR PANELSa A( INTO EXISTING WOOD STRUCTURES f 4 �t J y,4r�lR•PLrw�r �p 1 Ua• f NTn•fi'ar'dE' __ aM 1f 1 W I ! 1 1 i 1 i Al 1w a1L RoaDtAc aN s1,aT a raw. OLAKW - - I T >I 1 a I .. r LO / Ep ) L.ta4•L+ L•• •�1 i aoaa A•Ala , I L ry A sago j A 4 iwiMwlfF •ei� CC�C ALIVAME ROLLE 3/8-1* Y. a.,Lt : YA 1� 41 I .1aALA1 m 1� 1. RNSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP 70 ♦55.5, --710 PSF AND PAMIL'S LEWfH UP 70 8'-e• 2. FOR NETS WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K sOUMERN PRa No. 2. W/ SPMV C DENSITY OF DAM OR EQUAL. TOP k BOTTOM MOUNTWM CAN K COMBINED IN ANY WAY TO SUIT ANY s(rws Ao,rRl°�Ar g2+q D'P NEL , '7 . IN:.r= .(• S,1 :All ! , .aal = 1, '1 :, •fI : >•• . t-. , f�r II • I-.. -Itl•FA ALTERIIATE AT END PANEL 0. C TO MOIL PAIR aY:.(C�n I - ,/r � r l � I l as l i � IIITERIDR PANEL E1L0 FNIEL \A o S L Jr•t • L �sIALRI1011R BPAG ` to 1•-r Ian DETAIL 2 FLOOR MOUNTINQ INSTALLATION PUCABLE TO SCHEDULE 2) SFJEfa s/1R' . I• MAXIMUM A.S.D. DESIGN PRESSURE RATING(a.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH *0 SCHEDULE TAPINr��eNLr m a[cTleNa t a. l EB�'tlin fOA La L{FiY a'1O1a/ 11aalC. �(• (� RllFta L r IAfA• f41Ae1AlE vim a 7M0! ON" "memo MAX 0 IWaLML PM � F i aMl ON im woAr Ewa AWaN L• OIL) W 1p II ppO TO 10 pOMa[If am W 70 a0u CaNm a SSA. -710 6• N/ILM A WA M/A r WA r N/A B' N/A 1111 2 W-0. OR LIM R• T R• r R' r R' R' R' •• 1 (eDTtOM) 466A -7xA I' WA N/A WA r N/A r WA 6' WA 1 a 2 Cron 5'-0' to r-r R. 61 R• B• R' 7 1/2' 6• r /` 9' 1 (BORIO�N) +OB.o -71:0 N/A M/A, N/A 6• N/A r N/A. 6' N/A 1 k 2 „•.rn 7'-r ro IF-r r 4' R` r R' 6' 6' r r r 1 (aarloM) aLAmw A.RA. F1NolW + aBN • w to /ar Ta► w A141n OIA a M•• • r t► RNII o a •IwD NJ Gcommic �TO L tm OF THOA K2 -813 3• J• 4 1 ' 4 , r 2 (W"W 7'-e ON LEM 452A -BRA a• J• 4` e 2 roO1T0M) r-e' (w lFlS 455.0 -72A 2 1/:• : 1/x• 4• ' 3 1/r 2 (a0T10M) 7'-r OR LEi4 •BSA -72A 2 ,/2' 2 1/r N/A N/A 2 7•-B' TO r-W 56.0 -72.0 M/A N/A J• Y 2 ( 7•-r To B'-r a>a�w PYFapaN WaJ w. 11w,a� (� rrr wiwov, R W wNa OOOIIw1 .Mw -1aA r r a ,N• I•Na+w 1a OW I6 FN AMM TIN'[ a WAM MR OWMUA1101B will 11100a PRIME RUMRR M MM AM" WVMM Mal WWW Oft DOVAM ON •,Rltota ON ,t•R 80thAL Me ED. laet TOM mm m N mmu ,COACT now wMbw R I6LIR'LM OYQfm 000 N MICHOW 6T *9 fOumm IaL m FOR RINI aPNwm 10 09 MORAL MUM RI'/FJ 1 OaTAllm LOW MCmll 06U 10 K LQI R11N La1AaN Ie1aCM0 ,IOIGIm MR FAO• mom "M K ANOWN tusa AWM Tot twmN v ln•w aNA-m 0. m1mw !awl, a a r a a ITT •MNaNYAt a.T r a , a , Iaaw"b a.a 04 a a a , 314 am INTER RlIOR >/ J - ..-�.)� _ _ _ _ .M r ,m ,m �..___ Im tm NAL na.Y FOR PANELZ AAA tZ WEMIJMM N PER SW"OM I TNR) 10. ON OEM 4. 6 k n "0. oem IIAWMIY mIb10Y I MIM ICII t-0. • a 1/r A IC 1 m BK'+OME B o w,�Br ►mrL TAPLON CT TAP -WO &"-w MNaIAR rtm" N voom R "M am w _ mm (Ma,) w CONOMM D0NW0E RIACN m COIICIWR Tp m CONaOa tat 4a aaPDA m CC 4mm oa Rlc atAa m 00011 ! CONCRETE BIO{1t TO MAIMM CONCOM ■OaI MIr 0011/WAa, or TAN umm 1• fa•) conz ! am B• N/A N/A N/A B• N/A r N/A r N/A N/A N/A 1 (torn R' 4' WA N/A 6' 6' 6' 6' r r N/A N/A s• N/A %/A N/A B• N/A 6` N/A 6` N/A N/A N/A 2 (TOP) e' WA N/A N/A 6• N/A 5• N/A 6' N/A N/A N/A 2 (a0T10M) Ited -720 6' N/A N/A N/A r N/A r N/A 6' N/A N/A 11/A J k 4 (TOP) >r-e• TO a-e' OR LESS R• 4• N/A NM 6' r R• 8' R' 61 N/A N/A J (sI7R0Y) r N/A N/A N/A B` N/A r N/A r N/A N/A W/A 7 (TOP) 6' 4• N/A N/A a' B• a• 6• 6• B• N/A N/A 4 a 7 (BOTTOM) B 1/4- B 1/4- 6 1/4• 6 1/a' 6 1/4- N/A N/A 5 (TOP/0-OM) BOA• -M3 N/A N/A 12 1/2• B 1/4• 12 1/2• 6 1/4- R //4' 6 1/4' 6 1/4' 6 1/4' WA N/A R (TOP/WITEW -r TO II--Y 05d -720 N/A N/A 6 1/4• N/A • 1/4' N/A 6 1/4' B 1/4• B 1/1' B 1/1' N/A M/A B (TOP/BOTTOM) '-a' 10 11'-Y N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4• 6 1/4• a. R. 10 (TOP) -4AO r 4• N/A N/A N/A N/A N/A N/A 6• 6• B 1/4' B 1/4' a (WrTON) I21-4' OR LESS OR LES 6" 4' N/A N/A N/A N/A N/A N/A E• R' 6 1/4' 6 1/4' R (gpRpM) M/A N/A N/A N/A WA N/A N/A N/A • 1/4' R t/4- 6 1/4' B 1/4• to (BORON) w: TRAPS 114 11 AM 12 MA ANCHM TM t WAM PON 1N61M IMM 1Nro W00D FRANC BIiaM rIwMN AIIaaM wMLb/la AND VRMM � ORTANO[ AK , OWD N 1NR 9060ML IN CA Ills TIRN alDOMm ON RCIIm1AL omUa Natty a - ID Br LUTftvm 11MLMG - I N sd�D" •/ 1K rQuo" rocmft POR 11AI OPWAM TO K feKWLL IMIK'tD eMnle anon &4m FILIN INLLL LIM K LElw 111W IRMNM tYMC10 09 CM FN GON ANCHOR TVK K MOM MM ARRO FIBS _ t�•'•- .Tw*M _ 1/4% 1M1 1/4•0 1/4, tH1 '- As aaA-m /aN-i1 I► SUP-Ii OL mwa mom* •.�N,,,,o ta...r al a a a a a r ,p law rr• d.,.•. Y a,) , ] f ,n a Va • a ,p IMR EL �TIK / A•C T a is a I - - - TB on r /m m - a 1 - Im cam �. roll m r L • LIE I� •,• _t f b1. L • , f L•.• I il, , tl 14-10 PNOWN PLUS 6 1 r ►OX W1 17/r baRTew BO00 irk � _.l am ' 4 1/4• an • i I .. '"'�ELtNOM •i , Y�, I SUE Mae=" al I1Q} . mll Nh �IwM � ro aA6A ; iaraWlr DAWaAt - i 14-10 MPIRIME PWB I , •• o.a W 1 7/6• 011ela16 WOOD WADER m ME 1 fAW • a,K N u- PANEL LE i (sa NOTE I I 1 � No OF MIX DIEM MOM 10mil I VWW P-a..... �..u. m NBNOLN OF P a/M/ aOm WAS J/a•1 IN= 1. INSTALLATIONS FOR ALTERNATIVES OW. BW k LOW ONLY VALID FOR BUONM WITH AS..0. MSICN LOADS UP 10 443A -48.0 P•s.f. AM PANEL'S LENGTH UP TO f2'-4• L MR NEW WOOD FRAME CCONFrALCnft WOOD MEMBERS TO K SOUTHERN PINE No. 2. W/ fPE.0 M DENSITY OF 0.55 OR MAL IID7E FOR CohimmAmm IlF :R TAX• k BOTTOM mOURTINOs CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ,iaM 1 i' I, 11 •�1 1.•.. INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM „4„ ua Ralels • r as a/ INTO EXISTING WOOD STRUCTURES mt� Z- I 1 N �L - ( I 1 • „,°` ALTERNATIVE i ALTERN�IIVE 2 I I z.. N oo '. IraN1m 1 ALTERNATIVE 3 LTERMARVE 4 Iaw'TMa001P017fIWOU crt / 1 t/a' I/410.,Iyr ION Klla RUIlM16 W/ °A A) R AT1VE WOOD FRAME CONDITIONS ANCHOR LOCATION 1/ra-e0 "mam I numl N N a,lasAta w • r OA W , ,/r r. sort a/r . I• PL aim I,BI[NtW,D11 ,Woa ,TIT[.: Nam= +A•aa Na sham IaA aAwn WALL MOUNTING INSTALLATION ALTERNATIVE i W !Oats .1• lEDIL 1. •7tO to am MFEAyI�wEiwaM s LI�La1MA With 0hASf.a DCMN LQ%W U► m t' FMw I"•. IL" // WMCiC a pAf Oa CgPL m K s""l (PAMM LLICTN Rft NOTE 1) N N Cu N U N O C a (u "C �- .� 5 N c N C O (X O 2 O cn E L 0_ CU ``^^ VJ O h�V do O av y N Cal EX. C V'• 0. Cc co d = cu C 1: C C2 3 A �• C O d in CL � o C Ls O LU Q z z J SHEET N0. SH 1. . .. ....__...---__--.-ANCI10116 (BEE. OH AEETS ,7. IL IS a 20)--- ----� w17. 3A/1I: IM/17. wh. n1m 1• MN. NMWhL TAW116 a MwnT We/to. 7wha l W/o 1' a �0 o - o o Ljt l t - --4y 1 .J } I % -�-- `° w" P' 4N41 to A 7DR a RaE AM& WrM� wx. WiT. w/7. IRA/ RTDh7. 41/7T. • A46 a f;. Nw ••WhL 7Mr/n a NMW/fb ! Ew/HA 7rw/lI a 6EWn0 r No (SEE WCTOG W $mom 17. Is. 1I OPTION /2 FOR LIFE SAFETY STORY PANELn ELEVATION _ SCALE 3/10•-1• 1/W Na M �� °�6® 6a arLu►_ i rHN /lu[ rrc,r L°A� Lam...... ..a i,.„_,,,:,�. _.,...,.- .......... HA{... ixuvoR SECTION A -A so" 3/14-1- MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (k) TO GLASS CONDITION RATING (P.s.(.) (SEES DNS) +55.0. -72.0 aS'-6` 2 3/4` UNBOLTED _ th'W WNNCW • r ot. , 4'W iA,C01 • r oA. _ +/4'P TAPOW • r oA. 7 11 1 ,//////099aaa'''''' WN , it O.6D . /" 1 1 WI. DYiAOm , , r SHIN. T10gAOSp -lr `•, PITON A WOOD y A WOOD A WOLO 1 �/ I A ODS ! r mum WOME*= �TV 1/2' { FTa,N6 i LA. OA4AIrdN ' j (R tW 4t :.. t- j M LO DIMS 0 � { DIED IDE I BELOW ^ , OIL ►AND IL1N7N a�iN 74�tq 10 HUa ' ' PAI16 L0107H 01At6 4 „ Pm EL ,EFgR+ Nw ,ovawm j (SEE NOTE , 6ELDIq ; I ' / y (SR NOK , 66L 4 M RHNea tq (R aH1WML i 7 .Yr�7q�• ---. w e i I ,H • 3D• - - ,Nin.> - I A"G < S.L M.S. St. i 7 • P iMrl�lli.I POOH 1 97-1 i m ® ���/ar•t1HN� S/3r MIND NN I 4/Ly 3/32• WM I WAONBt • Q 1/r IOC 1 i{ it 1/Y IOC. I { I AR WNamm WOOD) j I. l I I ` 1f/41 TACaN • r IOC. i }I I ! _ 1f4'V IMOW a r IOC 1 + '�;~,T�2• N.' , i ,'-paWTBNm W/ iRIB) I -�----(SIADTD1tD W/ BIUO) i j `: { PF1L1M0W A RroWBR1 j I '' x6OIDK _ u H W I 1 'IRA. O/Olpm L I OF PANE j- J ,ION n M INOTH 1Aj TIW A lalllDl 'l • WOOD Purz • OM PRATE or PUN[ W PRATE 'l 1 n f PLATE i_____..�- 4• NDDD PLm SCALE 3Ar-+• SCAE 3/r-1- WAS 314•-1- Be" 3/2•-T• p�Tll..t � ;W ■.• •: se 1. 1141 WATT Mi ARE ONLY MLA IN EAALOa W WITH PLO. DO W LOADS '�,/ 'J FE.ORIDA YINLDINO (TOED HM to Less, -72o PR NO PANELS UDWiN w M r-r. "a m mime, W_ 20 UK GALVANQED SII 2. POR WIN WOOD FWAS comonk m GOOD UFA1w16 70 BE SWOON AM NO. T. W/ SPECIE DENSITY OF 0.a OR DEVIL s ss PRMCTM I COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1`) i--L501•--- (TOTAL wm� 71 zTar--� _ , F 1 Tf 7 j! �\ ) N'/ xs�TO' 3SOD' 2' "•19•': , AIMMLO ,YP. AM A-013, DIMK to kloa%w KDML J' .I -��� � 4st o-m oALv, i ti9 T?a • R ? © STORM PANEL. J. 17NELi OO 11P `-`�, W/ HDaNID MM I3ffi&TLr YEW DETAIL A ROUNDED CORNER B Oft OF PANELS END UP W/ IEMNRO EDGE. (N.T.31 -� �- 125• I_ L-31 Max.--1, U7 IXIl13'(we".) ALLIl1M-AIM 125' t ,P 2.000- ` +r1= I. 2.0W_ J O T*MK i 75r .C66' RAN) STOP RAR I •----.710'r rT • LONG SOU-73 Alum. ALLOT O REIf nm Ohl TRACT( p -.7D0'r� 1 `- T• 41t3• �- i 0 3.79r I I i 8061-TD Akm ALLOY h fA 1' MA•. IAmsL PALENGTH (SEE NOTE sFLaW 4ZS M.S. ill/TAM NLR 125• ( I 2.000' L �.12r ® 2"ad",ClAnw.) AGM. AM= /Ame T/4• TAPOON MIC1101b -�--i 6• D.C. aOCR REDIINLO INSTALLATION DETAILS FOR OPTION #2 FOR UFE UFErY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t/ --- W aTA1C�00N MICHM -`. r O.C. #ICHM - ---- - - -- __i' OTAPO N M00111 2%'10 CONDOM Id61FD amm a m � PWM OD pm i •1.00t 11EgNBb ao m aiND { j /LOCK r4WAl D AWL I I 1 WIT. � .�w CD S, 'r s I '3 '"'' - f � I GUM L N I it W14 - 8 •''• y T�•• � ; � i I ILO• cc. -_-_( 3/3r wm HIM a to I/r O.C. 4 iNpOHH AAICIIOR3 4 1/P o.c (saaNFEo w/ s,w)I `-" 1 aa.aT° '•rocN WALL kWMW ..._J-�J 7 3/32' MIND j %am pYYOW) 1 4' TAPOpI AND110R6 -ia te/rr oc: (SMaOElED W/ LPLID) - acac REQUIRED WAIll Mom LNZLi10ll I1n• - 1_ 7/416-20s1(4Y3, N.6. OUTW►WER • 12 fn' O.C. j 7 ♦ TAPCON ANCHORS • T/r D.C. I _�PoIl ialETELIIA OCRataumm WALL MQUIS UP'La2mli 1/4Y-2a3/MILS. MLL x/� i (" WOW OUT WASHM f (6erDAIO) I j 1 4' 7AOW - • oc j ocoNCRc1L 'QwocW 11WImlL srALE a/e•-+' WAX 3n•-,• SCALE 3n•-1* SCALE 314•-1^ Its am a Jb FORmo,av TYRE f In 1/4ti _ wpm E P06 l IIQAUIgIaon COD AL MOM OAIOa F Rai \No nvm MNIWH MONO/ lk"W A/O tAAINSA cowem 11u Aa LM it CN ,1a •eaae.a NMAr4r EAJ fm $a m" Sal SA. o 77MN OBLA®W mk%MV II vw SH HAWS N sP W sN41bA[ O.RIRY ar.A. •ANe N + PBRFI v RRBIaE IN m FO F IM N M POlTo n ool" NUR almom CO AW ---.I1/P 1 - lAOOW T*from to INFO "am9NIYL NOT9 a l!9{ "MNMIIA aWA0NN6 WatAKO me INCH ANCHOR TYPE W THIS IOMNAL 7, IAPCON • r C.C. /2' MN. YHftO= I4TION AT WORD i CD , � i• IMov. M 1, ] I I i WOODI 1, I - ltro`• 4 !/3T• WAN Nut rIB0pMB - J + f ( WASOU a ■ 1/4• D.C. 114 n I i j A7 WWMMH OF PLATE SCALE 31W=1• Mm 1. INSTALLATIONS ARE ONLY WARD IN 6ULM= WIN AS.D. CUM LOAN UP TO ♦55.a -72.0 PSr AND P"L'S LMIN UP TO 6'-S'. T. FOR NEW WOOD FRAME cOHBIRMD110H: WOW MEMBERS TO K SOUTHERN POW NO. 2. W/ SPSCfC DOBRY OF 0.66 OR M AL- //TA2ICOM a 6. O.C. MTHW t. WOO' OD I � i r. NWAW MM 1 10 amow S&IMM i a War 1•) PASS PANEL LENGN 0-awl* i - (SEE HDTE I malm 0sr_•_ I I G I I { j QUO � I I 7ro'W 4 3/3r WIND ANT WASHER a (KYOMM Alt a 1/1' O.C. AT MDeDTH OF PLATE O IIIIII I IIII ' Ild III IIIIII illi� I I N)o r p acAo11 rwa, i we'u '"W"A AAw i NM L L 4 INLOI I NOMR 3.. DLO, 3. A 4 N . BLOW J 1 It TT FIT] I • + P �-�--- .AYEIAAR (AMP) ��geWo9S'O'E NOTE 4 EELOWC•IFIEfEOaN +' ••A PM-�+• N•11 iCN9ow 0C> OM IOC+ sm am �� 1/S' 1 1/rl •,� fa'A°'I s ,oa©W/ oR r/o®.® 70DW a BE L/aTKMadR 16• U0TON P pyIWW INSTALLED AT �N ,r IWM rMN01t ATE .. IMU - 1 P'w"OANAOFD ID E[ MTAYD PIIOM NUDE ai SrR1ACWML -• SOME. 1 fMOMEO� b +/4' 0s. av /41r< impP. l/e M. w Lw M4c OAF+IL. -- SECTION B- 9 `v 1iiW 1B41L - 1 dI aQjGi + TOOL TIP•' . L• 0). DFFTMOON Or SOUS 1N1ak E - Z HMO STORM PANEL EVEN OGNSSRAO OF PANEL A mAT %P AN MITE PLUS ON it LONG (1}. SEEDS I=- E - Z NANO STORM PANE. SYSTEM CONSISTING OF PAPER. . (Z7 Cont. TIMCAS TOP a BOTTOM. (2). END PANELS ALWAYS K TO BILL WAS IV MEANS OF K PRCWDED AT TOiFM�OM (2). yD PANES S►AN ALWMYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP 0ARSNALL OFF33SUCH PANELS. gVOLLF xSIMCCNNE'.T�D10 W JMMY /i4-Ffk.i TpM% F; BOTT/>¢"EHID PANELS 1�BJJ EaHWMLL CONSIST or WIND NU,T�.T APW (�J (EACo'A AS (3), � 4•F�BOY pI W 7 . tolcMY a M (3). AIW LEE JOINTLY W/ 1S• NANO AT ORIER>ALL LOCATGA FART ATSK DCERIOR FLAT RANOES WEND PANE. �NTOMy �Lltl MIKIS IY1E NOT OOILNlC1ID TO BO'TTdN tRACN .STOP BAR PROMOID AT tW W SULM PNELS, TO )ELS ARE HNOT COMIHECIED 10 MOTION TRACK O.W. A STOP BAR (4). IN CASE THAT AMID} TOP) 6 ONLY USED AT SPECS LOCATED AON NOR 1(3 ABOVE N SUCH CGRECTION OF PANELS ifJ (4). Fql �T�TN�TWADI FWELIT AND SOME IRERg7tRS,PAAELS APE DIRECTLY SW�/ K EQ�]BE�gE LOW TO BOl, TRACK MAY OCCUR AT ANT' PANEL LACATM. (S). SEE SECTION 1', T a 4. ON SHI[[T 21. SEE A1r.NOR SCHEDULE p. SHEET 25. MAY .ION 1 TRACK MTACACMID OZOMWMWATO I LMIL W 1TO FAN0ANIES rpLOWllp 97CN10 VMW ON ELEWM AND W ! 1 ULED r W MO D Tf TO TWE NESC 11I RKC0111a'7E0 Bpi' . BE 1� MCKIE FANG) HMNE ,,0w,as FA: jj - - ,MKIpIR1 TINTOYE111AcLIACENTMS E[fMl[~D 6LEr �. LER a IKOMr 441.1.1.144 I �• j 14-10'0 PARtam PLUS W/ 1-` "any 4 3/32- WM " WASIWR i CONCIKI[ LyNaIETt MOC'-I bfAli.kq,lnIMIL&M Be&[ 3/6•-13�/6•-1" Mat N -bR ACRID • AwO I" 1 a9 7/4TA .. p,Ae1 wo My41ON16 WITO wm o M Now r AYWR mane A 5 FWM AM I41YE FIaOIL =AaNNI 14w AM NAMaRA as TOMMCt IRE AOf/2m W La •WIIr4eAA0 01•N,NA P,1 0 3 3 3'A 1pNBAaS rOR LA LM WIN 0WCA1N W 9040M abut mom /PYWHI. R IRLTP-Vm SNOW DHOW W saga" MAAW a..Pr 6.0 OU pK III IMRI R M POLUMW R-r AN 711t ONaWNN 10 K POSSIBLE. MMM WAcaa NBbNm aNN A CBM Nwa MV K ua THAN Mow" "C"IBICAOED NLAW MLNam OR OR TYPE I90141014E .__... �• ,AA Im + OESE12Al 110TES, Alb E-2 t161� 31dY1 11L�1 EYSTFII 1. E-Z HONG STORY PANIC. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LO.) HAS BEEN VERIFIED FOR COYPUWU IN ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA K%A% CODE. DESIGN "M LOADS SMALL K DETERMINED AS PER SECTION 167EH0pOFF THE ADM MENTIONED CM, FOR k DIR[CTONyMMiACTp! K0.p 0 16 A11D SN61L AIDT E%CEFD 71E MA INIlA1 (A ) DESAGI PRESSURE RA7NOS INDICIATED ON SHEETS 26 A 26. N ORDER TO VERIFY THE A11 M CONDITION. ULTIMATE DCM WIND LOADS DETERMINED PER AM 7-,6 AWL K FINR REDUCED TO PAD. IO CUM WIND LOADSBV MULTIPLYTHEM Br 0.6 IN OR DEI TO TO COMPARE IVON W/ MAR, ".D) OEM PR6SS m RA71ItOS ROCATED ON BERETS 23 a Is. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PXCL AS TEETER WERE NOT DRAW STRESSED. A 337E IMCROLSE N ALLOWABLE 61RE3S FOR WINO LM06 WAS SM USED, N THEM! ANALYSIS, FASTENERS AS SPACING TO WOOD HWM ED ocromN ACCORDANCE Wren NA.S. 2015. STORM PAANEL'S ADEQUACY FOR WWI NO FATICA RESISTANCE NO KEM VEM'1m N ACCORDANCE WITH SECTION; 162/ W THE ADONE MENTIONED CODE AS PER FOermm ON Turvic LABORATORY. INC. REPpR1 / 2032, AS PROTOCOLS TAS-201, TAS-202 AND IM-202, 2. INS TWW HAS KEN OESOFED TO ■ 11051RLLED ON THE OUTSIDE OF TIE OPDANO ACCESSING THE OPDIMO FROM THE NSOE w THE 16E W A LADDER OR UFT. THIS APPLICATION IS VALID WHEN fWALLATION 6 INTENDED TO K PWORMED 1RoM IBDE OF SUbACYWL 3. SERIES 1000 INSTALLATION 6 APPLICABLE 70 SMILE AM DOW HUNG STYLE WMM WHEN INSTALLATION 6 IHQUIRSD TO K /ERFDINED PWOM THE mm W snmx%At . 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SIDLE AMC) DOUBLE HUNG MID HMONTAL SLIDERS STYLE WINDOWS WHEN NE7KURETION 6 WO TO K PER? MO FROM THE INSIDE OF STRUCTURE 5. ALL ALAI UM E0 "mO"S TO BE 400.T-76 ALLOY AND 1ONER. (UNLESS OTNOCe se NOTED) A. ALL ALANNNO SOME? METAL USED AT COSUKS SHALL SAVE $105-H14 ALLOY. 7. ALL FM SHEtt METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ABM A-603 DRAW 50 Min., GAVMMED STEEL DESIGNATION w/h- ELS HMI OUTER RODLEO), 6. ALL SCREWS TO K STAI&M STEEL 304 OR 316 ANSI SUES OR COI 45M BMW COATED CARBON SFFEL AS PER ON 50018 W/ SO Tel YIELD STRENDTT AND TIO CBI TENSILE STRDNGTH a SHALL COMPLY W/ MAMBA BUILD" CODE SECTION 2411.3.3.6 I. DOLTS TO K ASIM A-307 OALVAIZED STEEL. 00 AST 304 SERIES STAINLESS STEEL, WITH 36 IOU MINIMUM VW PRENOM. 10. ANCHORS TO WALL STALL K AS FOLLOV : (A) 114.0 TAFCON AW.WM AS NAHIRP&MA" BY N.T.W. WLM, 04. (MN. F'C-3112 PaL) 1/4' P L 7/4' CAM -IN ANCHOR:. AS MAW_0ZTUK0 BY DEWALT INC. (MN. Po.3000 •.alj /14-10 ►AFELAAR FEMALE 0 A PANO3ATE PLUS ANCHORS. AS MAMRIWMM BY ELCO CONSTRUCTION PRODUCTS. (Fc-Im P-0 I61) MINIMUM 090MEW OF TMCON MOON INTO POURED CONCRETE SHALL K 1 3/C PRO 2' FOR PANEWATE F'[NALE D a ►ANE MATE PAS. A!) Wo" EMBEDMENT OF 1/4.0 S 7n' CALK -IN ANCHORS MALL BE S 7/I- INTO CON ftW 40 MOMENT INTO AFT FINISH MATERIAL SWWL K PERMITTED.1/4. 0-20 SS SDEWAM BOLTS USED SHALL K LONG ENOT"00ND ANY FINISH WTEAW EOST) TO ENOACE 3/4- INTO ARCMOR3. IOU) 04 CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAYERS K FOUND ON THE PASTING WALL OR 111001t. ANCHORS SMALL BE LONG ENOUGH 11D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MDITNED IN AI) AND IN 42), (� M 1Nran fIW.KTQ M[ . - 1/4. 0 TAPCGN ANCHORS AS YMaKACTIREO BY I.T.W. SU11M. INC. 1/4- 0 A 7/r CALK -IN ANCHOR$, AS MAARNACTU ED BY OEWALT INC (rm.1500 PAL) - #14-10 PNNELNAIE R3ML D AND PANRHIAIE PLUS ANCHORS. AS AIANIIFACTURED R ELCO CONSTRUCTION PROOIl01S (I'AAA-DOTS IL&I.) =3 C 1 L9fNr. MI�W i G I I i ' .,, . 0) r I j I� 144I-10'• PAN1El1ATE PLUS _ _' OR CDAwDRC w.Om NECLOO WALL M !J�IsEl SCALE 3/r-1- IS$) MRNRUM DO MDE OF TAFCON ANCHORS AND ""It FEMME D At ►ANELMATS PLUS NIC CONCRETE 6LOCR SHALL K 1 1/0.. L2) MOW" EWNCM EM OF 1/4'0 x 7/r CALM -IN ANCHORS SWILL K 6 7/6' INTO CONCRETE. NO EIIDEOAI[NT INTO ANY FINISH MATERIAL SNAIL BE PERMITTED. 1/4' 0-20 SS SDEITALK DOLA USED SMALL K LAND DOMOtOULD ANY FINISH NATOWA. 031T) TO CRUDE 3/1V INTO ANCHORS. L3) IN CASE TEAT PRECAST MAIL OR PRECAST CONCIIER PANELS K FOUND ON THE DOSTI O WALL IACHORS SMALL BE LONG V40UGH TO REACH THE MAIN SnKCYUK Woo SUCH IAIFIS. ANCIDRAOE OftL K AS MID ONED IN 1.1) AND N LZ). (C) AMCNORS AO �. K PBMIL.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S I R SHIML K THE NCSPCNSMLITY OF APE CONTRA" TO WORT THE SOUHDNPSS W THE STRUCTURE RNM SHIPTTER 0 TO K ATACHED TO OMM PROPER ANCHORAGE. THIS SHUflER SHALL ONLY K ATTACHED TO 00NCRM K= Olt WOOD FRANK BUILDINGS. 12. TIE INSTALLATION CONTRACTOR 15 70 VA.ICAU3A ALL SHuM COMPONENT DOGES mom REMAIN N CON mms CONTACT WON THE DURDNG TO PREVENT WWD/NON NPRUSIDN. CHAR AND SEAL SHUTTER Twom ALL AROUND FULL Lola". 13. Sr MF PANEL INSTALArOM SHALL COMPLY ON SPECS NCIfAtEO N THIS DRAWNG PLUS ANY MNILONO AND ZOW40 REAIAATIONS PROVIDED BY THE JURISDICTION WHERE PERO IS APPLIED To. 4. ATTM 10 WIDOWS AND DOOR$ IOC. L - Z MIND STORM PANEL SYSTEM- IS FADER Popp. IS. (a) THIS PRODUCT EVALUATION DOCUMENT (ROD.) PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECxIC P06ACTI La WHERE THE SITE CONDITIONS OEWITE FROM /PIE RLD (b) OCINTRACTOR HISS 11RODUGTT BASED .GO PACANIED W/SPE ODES Nor DEVIATE rROM THE COO TONS DEPNLEO ON IN6 DOGINw CONSTRUCTOR SAFETY A SUE IS THE CONIxACTOR'S RESP04$mLfrY. (a) THIS PRODUCT EVALUATION DOCUMENT WILL K OON6OERED ONAD IF MOW=. (d) SITE SPEOM PROJECTS SK LL K PREOAAED BY A nORIDA REOISTMED ENGINEER OR ARCHIIECT WHICH WILL BECOME M oNaRM OF RECORD (LO.R.) FOR THE PROJECT MO WHO WILL K RESPW ME FOR THEUK OF PROKN TO P-1 0. 04OWM OF TH4 A SITERSPEOPK DRAWINGSACTING AS ADELEGATED FOR ENOYKER TO THE Pto. DOOM.aPLNL SUBMIT (.) THIS PLO. SHALL REAR THE DATE AND OINK& SEAL AND MMT FW OF THE PWOrnMONAL ENMI DR OF RECORD THAT PREPARED IT 10. STORM PONIES. MANUFALTUEMS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAT401 AT 5101ER PANEL N ACCORDANCCE WITH SECTION 170I.I.3 W PLORICA IMAXINO CODE. ONE LABEL SMALL K PLACID FOR EVERY OPD•NO NMEIMW To COMPLY WON SECTION, 1709.9.2 OF THE NAIOOA GRAlwO COOS. INSTALLATION - 0 LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK � 4 N- .NaAss a� i 1 1 II I! I- roA �(.ti r �( i 7 ♦ r LIEN 4 1 TO am , 7 ' 1 g Lb N R ONOaM IE" 111111Ni1ma bw, f O > + BOWL 1MMailN 8 A WWII ro II Fa aOIaBOa 10ra"m IPO Aa v DIES m TRAP N A 4 t v HWa .,t W a OCn �a O SM mRWw'T mM �Li®.1 9A .mac 1+41AwoE LIa1LE: 1/r • 1• YOU sm 0 AL aM '. Hll.. 'aM L•.. N N N Ca N CD O� C .� O N C - t6 O -a CL C O c O m. CLL3 N C O .� E O co >z t-- .Q ._ to Q M O N (D } NH C2 0 �•� n C:L M 4e y Z � LmL a m o .. d "'4� v E w CC C., 3 ED Y LH Y c a a •'= a. H E a C A O CL LP H.- 40 W Q� A� O CL CL U o CL ■ DDT_ V I L. m w z z J a. SHEET N0. SH 1.2 HSAIHRRI Ilse l a�7 TO OIAN TIO" OOMORIOIA �1p 44M -7S3 ro• a Lash 2 9/1r DOLLED • ''• Y. Y1 111, E'w t Sia +NA. -76.3 w OR TES! 2 7/a- MOLTED • 4' a 411' • IIBMNRD I=O1TOM a9 R f WwpRUT AT WORM a {DR Or POW LENGTH D. WAM ANa11010 WAMiO FOR L G.. 2 1/r •• /NMMOEIM TO NComoo&d H •F rlKw OWN'L• DAJ PRWUIE M T'YOMI OMIt-M MaW1R MME 0 NNIBILIAIE PLUS ro comc= TO OONCaiR ro owns 10 QWOWM TD IxWaRDa •ILO, -16.3 Ir N/A IS. N/A 12' N/A it N/A 1' a r (TOP) 70' ON LE85 12• 3• 12' a• a• 1• r r t BOrf01't N/A N/A N/A N/A N/A N/A 12 1/2' 11' 2• (BOTTOM)+ 71 N/A 6 1/2 N/A 4 I/2• N/A 4 I/r N/A 3' (TaP) 12' N/A 12' N/A B 1/r N/A • I/2• N/A 3' (MOTOR) 12• N/A 12' N/A ,r N/A 12' N/A {' (TOP) tr a- 12• • 1/2' 12• It- 12' It' 4' (BOTTOM) • LMTaD 10 two psJ. AS.D. I PR LIUM via".. aQ am n MR ATOOK TFE a SPACING no wagumm NM no NMM NO WV40 E NO 1MMON (LOG GRAND! AR aWaARtB ON t1W =MAL FOR LD LM TNW 0010%= ON SOMAS $Ma A/Ola WAWA t/ "TALVM WAM mom OM act=" M M roumn FPO= MR TOM OPVV4M TO L PO Mi, 1MPM Waft OO MM UM FACTOR VIAIA MDE a[ lEa ,TAR Wa" SMCOD go == IN EACH ANCHOR low A AIa110R9 MINE N1R VPOHI ON••r Iw MOO wmw 11,4J ] ] a OWN WAS"OM,r{MA w2 14• "I"1 OtRFM WrM 9tL) D - A 3 1 3 1/2 3 to v I9W■ f 1 - - To PIV as - ILO AO 1 Nip PIG 1 + REGNRE! Mat SOMM DOWeM WMM OF ►Aral I t/r NO QD TO RE; 1/2• MO. 1 1 ++ R871RR3 M_ DWAW DE7MEN SON, or MORE. { AW ® TO BC we 3/tr WA. COMPONENTS FOR REGULAR, LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 ) _ ----- ----- 11" ....__ 12d00' (f7►DCTAE wD1M•- - - --'--. �•tly, �_,(_ -'.1•Y I ,w .790'-�. 1' rW NnLEF/D ` , ,o -jaw - I ., -' .120. r, I a 14 t 'aC .SOD- {.700• •` , ldoo• KA_ to• 1 WAIN WE FOW.kOf .260� 1 - (... _.OBI">Wm 6 b ASM AM2 IYP. 1 .,.2. i , • IAItC / .RAW/DDHWM.vMIIM tow REO�.,:,lY �A4� ,a0o'--•I .,$Y - DtTAa A 4C fl - - - - - - - - -- - 375' EDSE t-i,w.) t+M►J ,.3eo• ® STORM PANEL I -,deo •- arms. A� -- L �___-_ 2000' I PIN LEFTToIMRWIr W= A Nam �'. _-27B7 A as At LOT BIDE or PAKL O2 'N' READER O3 RF" TAAdC O4 ANGLE ' SiUO 1 - TOP cm IVABL * JNGI Gk M ITTECEL IMAO,W EAo U! w ( w IM 133•i 9.270 j Oft (9 � � � 1a.saa i o.32D• a2ao'r ISOMETRIC VIEW DETAIL A `•�tm' �.- , CLOT •.62s• -- - (. _i zG91 _-- - Y�•�'L h�..T.:__ � 1- '... ROUNDED CORNER 0 ENDS OF PANEL$ Mk * _ ENO UP W/ HEMMED EDGE N . LaL .HMa' I i (N,T,S) A�•--III �i 230D• ( o9r o•r 4 ® KEY NOLE WASNER Ally 3.7w ! ! (TP.) p .7sw 3105-HI64 ALUM. ALLOY © MY �E AT PAL- LIJ4' 1 •312 SHM 4 FOR MaOW4 J .7w- dt]• UWAMM ff KME LOOM O 1 i 1 .a1' VL�.(��y���R (. ,2S' �Y0VaM0 6MTNLATM RMIO 411r1E� E A..EIB 1 I J I ..-------._«.._ 2.000'--_ tA00' I 317E -- 2.aa9•'- 1..176• i oeo rJ' 7s0 Es0' O REV. ON' HEADER ® 'jl,' HEADER Q-.._..I _.�_ i_. M ITM - r MN. ro s' INN. t i 'd' TRACK p PANLL K&M 3741 '---3'wo364 1- AUOt �pA.7 1 1 4' WIDEN OBY !�S••'•• E� (USE ONLY MR R E-z 6 HANG !PORV PANEL aN(� It* .PINT --{ ,410' -- -175• •IRS;-Ir '• 1iC sF '> -r ALLor ,.•"� 3�_.) s.Gr4•( f, r, T ,7I1 NO.4 16T FwREDA e(N(o1rKt coDE n vNdoel Numoon. ZoN. �, t ' 1 vil 121. y b (' L_=_L_L-_.__ __ uOJa,Y1m4 ! 24 OAK D&VANIM STEEL STORY PAW! aAML CIF (1YP.) 2D L aE> - -- _ ,260'':• SUPINE OF �i I/nlim "" IL EC O t11B.GLOBAL,PROTECTION PROM= UU1 awL as 1® B�UUOI��L//Dayy-•O�UyT/Mo�r © RWLD-OUT °i TRACK ® r ® � N'� �')�� 2w+W Ile JYOY�.daiWA� to �. (ZAAAC 3 ALLOY) PE 1HUUAOIMw'AEAW'sE A a. rt Fe 41LN a w 1• WHCRETE AMCICORS (FEE 1iCE01R[ On SHEETS 9 THROUGH COIICR[1[ REOIARE` am 3) 0 ._._.T . _._ .l i(a- n'• I NO MAL Ert A�" UN•IM pq 7'A•) t• Mo. PANEL LOaM ON SWET 3) or t '(��F AMR. 12 11r C. 1 Of WALL OR SUIS CONDITION) CONCRETE A CNOR$-, SLEETS 9 THROLIDNI°N f0) ALTERNATE eowcom !��ipNapRE OH OW POLINED SIRS 9 TIOLUC14 10) CONCRETE BLOCK ry REQUIRED. TEAM LED l EE�(j� '-'•'"'� „• RID ,rA,A♦ raH• ,BIT a ANtNDRs ' . ,/V•-iI• A 1MN aa. Ma ry 4i 13 1/Y C.C. ..__...... WAD" °N '/r s(iEErs •itloucHSOL 1o)f 1rA0 apD• ( NOTE i'OR t10N ED BEF'nou_IL; E.D. • EDGE DISTANCE (SEE SCHEDULE ON 1DP At BOTTOM MOUNTINGS CAN BE SHEETS 0 AT 10) COMBINED IN ANY WAY TO SUIT ANY IN$TMUTION. L_ tE AIVCJI01�__ 1Ar4mmH 10) H, 1 A.II .LN' 3iy(:•�it- OR CONORM &I= RLOIIIRD. ia�q CONCRETE ANCHORS :7�R t O 1 ti R3F - I f i . Faii mA (SEE SCHEDUIX am SP GLASS ON 1/� A, SPACE t- •� �1 NSIwN aAW Y� PAEL LENGTH (SEE SCHEDULE DIGO 1 , I ON OIEET 3) TL I, MAX t LENGTH ar ..- • • 41a/Aa� 0.C. Coma" A/IDM 1 (ZEE 11CNEORAL OR. WWEt4 • 1MWOLICM t0j- ._O2 .J -_ _ _..... --A 1/3' LONG MAIL RAMSNLRA Ovcm a 6 1 I1 D.C. "ISO FOR �CAREM DAC E POU ALL oesm AND LENOT115 PER SOT? 3. PANEL a Cw. KOCO REQUIRED. I' MAX, LONG KLWW SPACING • 12 ,/r at. (SEE TNU PI ON SHEM; 9 a to.) WALL MOWING aPACERS IM OR SCR[ 3/D.1 10. 44167 i * • * � STATE 0 '1o�D"•A• tD,fc,�'r�-•",, 11,n aiM01Wa0° "C iLECO[Na. 24 GAGE GALVAM ZED MEL STORY PANEL r' rA PWRCTION PMWM LIUC. a2KLa IS H41w4119FaM Ri E •a ° '+ P oDaM.•A�aMa 20-175 NH BIND o w 19 INSTALLATION DETAIL FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL in INTO EXISTING WOOD STRUCTURES 1/.Y UO am" • r O.C. w/ 1 ' YF. 1/2rOWAM PPWWA M (21s41 WOOD r/ ro CAWING WOOD NOVI ;'� fl, NEVER AEOLOn IKON FLAT a ON EOrt 1 / 4 C_, AT.r I.9 i, i 1A DID or® \f 1 Ix 1 yy 1 '. LAC aC111G0 O /' .1 w/ T_ ,1 _ 1 .Y-iyL/P ; 1/i• Mrn tnGFAOm N'OKWAnW4 .. N,9. R/ 1a1• 10 OYi194 w000 "em". or Coll" 3/1/' AMA.. POP a1R C'•M P1M1- SAAA 1A1)Omm Or EVERY• G am or ID o+N // -1-YT J .! WEE WtAA 1/t. a 2 9/W' WI. 1 a'►- /P 2 a/ts• I•. SONIANIM SEPARATION A//a s-yypp16/a' ' TO *LASS 7 2' TO CLAW ILS W/7A PN3/31'• ['L'tr'U 0~tJ .0 put, pYD6IP - B S -•p_ a' N/ ', '�,\ '• 1 aY PNaIM.nepNLE ° 7nA•MDId. Ti ` i NDi lA sODw) 4Wa7MtICN 12 I/7. O.0 LLL'''l ,1 i i •FpMAr. 1 AD,�H6•, �.ata.,W„ U-W IIMI E 7 IUIS JI R'Ny�r1.sHIIEOVRFD rL41 a OM OW WL I�ENaTRA1IM1 � 12 • 1WALLO (p PHgrE *Oman 'WaOA ON0"0p PLAT FTLi ISTALLAM 'W SCALE 14.r ALTERwA=� 1 SCALE 1/4 .1 I a0>rY' I, WSTAUATONS ARE ONLY VA D FOR WiLO 6 BON AS 0, Dt<l10V LOOS UP ro +416.0, -75.3 Pill AND PAWL'S LENGTH OF TO Y-10 . 8 I FOR NEW AVOID FRAa C401911 0CICK NOW MEVKM TO R S"WM 8 PINE A. 2. W/ WOMM ODdM OF O-W OR CORN. �� M�la FEE AUD IWOURELIDHR Fd! w W AT TOP AS 11m�-one WLUL PALL A6 COHIRION ro 1RAHo a AT. 1031115 aN 1000 OR yp00 46tNA1pN TYPE am am 21 1A0M110 IW a a0710M MDIM1210.S C!W W L61NSNHm N IMF ALiEBNATIYE TOP N[AOft WOOD P IW7 ro 9HAr AN/ satAMATpN, TSAR 1/4• . I - AM low�O1 V*x a IOr HAUNT "a CaAMW No. 4 1T *•4=. STAT4 OF e_ • 2aR ''}AMNION Islla IAIT • ro RUi LVON G,OWA. P, ii r g d''e•)� '1 t y 8 �t.•q- MOIL 1A 6DOWj /4•A LAD WILWB • r OC W 1 1/2• V.- nnomt4Ejp�O PD'A7RAT� \ P11AIA'K ROiAM:O FW t/sY LAG HEAL • r O.0 A'/ 1 r/r w Two= IrDETRom TO Dlnlaa ,MOOD MEANDER Dent / /r 3 -M NUT 9 12 UZ LhtA. VI SK3 r_Mr a DO OF as OEM 1124 a WAM wouwD a 1/r• Lan '\ I 1-( C1 .�1-3a,2�H' N,9 W 7/rw2/33' �/�� 1� Iw111pi10E•'0 4P1M [TIA70N .. (21 r °AT00Ot 04If mmt"mpIt Bull SayyAyLA13V lA1Ll ALTERNATIVE 4'W SrXE t/A•-1• 4Nltro /xlRw NIG 20 UK GALVANIZED STEEL STORY PANEL n - 9AMIN IN: L E C O GLOBAL PROTECTION PRODUCTS. U.C. me = Lw, M fir wsrM� n 1M 44ms I., NN-,sa CICADA ToE ONA wuM ' A aw1D9-22.A AM: (AM)10•Wl 20-175 CROW ow M¢3 M r 0 N w 2/4 1/4. 3/4, 4/5. 3 t 6/5 SCNMLF ONLY FOR Tw/6. 2W/G. 3w/7 R 4w/7 (1) ANCHORS; ISEL son" ON - - -- - - ._.__ MAX Y IIAk WEEPS •, f0 a11) r'• wM10Y ►1�Le i2i BBS7lBBMm 1T aALM 'mot• ARA AT LOP OR BOTTOM EMD MQN natlRE (31=f1_Itl i fit O O D.M.. YQ. 3& A . r-T�--r-r r1--1-r-r-T-7777•7 - r-t-'T-r-r-i-T-r-C-T WITH TRACK! L$ OR (1 O ON = WQUMTtD AT dCN EII00 ` MAXIMUM PANEL LENGTH L+" OR "L-" (H1) 0 MNBpAEIBMGA18.0. PRICA M1RD (Pad.) ({ r -) CONDOM t WOW OaTM1ATORS 1 N 220 Nr-0• W-0• ASO r2=o' Nr•-0• Sao W-r asp 1D-11• lo•-0• 490 Is,_I• r-4• 410 91-8" r-/- _ aaD r-.• Sao r-r a'-o• -- no ^81_31 r-r Sao a'-O' r-4' _ TWA r-r r-o• _ no r--1• 0'-to' RDO F. W-r ate r-0• r-3• Rao 1•-1• 0'-2- AGO r'-9• 81-01 100.0 0•-3• a•-11• rpS,O - 0'-3• r-e NrAo a'-r TrAo - 3-r 1194 MAXIMUM PANEL LENGTH L+" OR "L-" (ff.) 0 IMNaNJIA A IL Coweem a WOOD u CIAO 141-01 r!•-0• Sao Lao If*-*, rr-r aJ.O lo-lo• a'-r oa0 9'-•• 1'.Y 4a0 r-r B•-r Sao a'-7• r-a• S" - r-r r-1• Ipo I'-0' r-1. Ito 1'-0' r-2' PLO 7•-r• r-,M• 1t0 r-1• 6'-r Mao r-o• r-01 Aso r-r s•-ro• Foao r-a• 9'-r raso r'-!' 3'-4' 1/0.0 r-I, r F&O Ita1 ra• MaIRIM SVARATON TO SAINT; SCHEDULE M �M (I.) a" S►Em 4 inNW.N wm SAM > 170PANEm.PA UNNliTMWRD ncrw/1ED UNI49TRAHIED RFSMIMWaD 30 an LISS 1' 1' a' 9 ,/4• >1710 90 1• 7 I/r 7 III - TO /4S 1• 7 I/2• 7 1/2- ..w.aA r._• AVaAA ANNaAru LAALI SAITFAMI3 nYVAMmm�u TOP BDTTOY DIRECT MOUNT w •1J1 MD1oER 1WADaTRALK STUD Y r 11ACN w ry it 0t r r - ORECT MOW 4r 1. 1. 30• a6• Sr ad, 4 13*Mr STUD AMU J6 ar 1. 32 4r ]B' 3D' T" IRNCN w32' J2• 42' or wW. ( ANOU 90• 32• 1 31' 1 31' W 59• a6' 1 SO• 1 32• 1 32' 1 3r JW W 69• ' am ANCHORS ;-(SEE 9CIImuE oN ,� SNCCT 1,) It 1 �N LJ MOOD ANCHORS ME SCHEDULE I •'1 � 1 SHM 11) - wx /2• WOOD 14 1NI I I SUIA ri (SEE SC143XA IPANEL t• ►NY. LENGTH GH SHEET 3) I ( SCHEDULE SHEET 3) Rw mT 1 LUM a% 1 1 I I 1 1 { SIN or IV I -- 4•. W 12 1/2. O.0 E It I i PLWODD ATE k:'I ! ({ A '�: ( _.rucal ALLUANC �RGSTUD (am SCHEDULE ON ' SHEET 11) J WALL. IMIMM ALTEIMO1M 1W SOME 3/B.1• ®'®or® 1 41 UNBOLTED PANELS -` am= PANELS w/ t N-2oR1• (SEE: NCY04 AS (SEE SECTIONS AS *FdCADW i 1. 11;V, �;' f' 1, ; i 1 10. 2/4 1/4, 3/4, 4/5, 5%5 t 8/51 NDL T w/6 2W/6, 3w t 4w/7 -- NUTNNS (an TRINE11Wt ON SHEENS 9. ID REGULAR STORM PANEL 1/ LNm GAP N.T.S. DAL � .� WWIE MUM 1 Al Ap' . N.Td. (2) PMCWJNC TO ODOIM& WA" PWEL LoaM OM A POMM RSA. OCM I= OKYONMW WARN FW91[L LOAM T1+• /IIOY SCIEDIAE. OnOI A REDU.INE AEA OESMWI LOA6, dCIOa9NE MAGMA PANG LPADnI Y-' rWOM S6IOLUAE rxK wAGMRN MLAPRNE P,IIL Lean+ E [GIRL ro TIE LISIIIBI p[TOIMRRtG PAW0. LOIDIl1 11E1WEON t+• met •. (4 ME t11 NMLILE mum no RBI.111NR UNION Fa P&I=,, DLLAFIOOIDM. ftTWATOW OR WOOD AR UNITED ro A Da 0.11. MAY. A%a, ww PAEBWN RATIO A lob 11 FOR MU. Aaa IILWGN LOAoc R MMAx, rRwEL LENGRIS roR FLORNM WILDING CODE Non High V•Ie0 HIM Coro Y• . 44167 ••^•• n1Wa ND. 24 DACE GALVANIZED STEEL STORY PAWL WAN I: * $o; aTEa * IL ECOINB. �iA1�• WR )' •0 •'• ' Ass/ �DWIL n!l a RNOrO HINIFaF-IaNL I.W. a••)O.O'•AW • �A1W� 7M/. �w " 20-175 NAIOA G A.••Lli ` 04W N1N-nP OV.00I7H sRIIROIe • ... ,r fIW, 1 r W A a. ►t OR BEET 3) 1 I � ��� �• - / 726DHpa3MWA.M• IDAM O:DI� fJ I. . 1 DOSiW-i OtA56 I I PANEL IENOTM (SEE SO ONE LENGTH or ER 10 9�1' MAY LONG A.LIMWW SPACERS • 12 1/2' I O.C. (SEE TABLE 1t ON SIREN 11.) S ; ! I SEE NOSE "' KLOW TOR UMail"o; FOR 1 I 1' MAY ' I i I 1 1/2" LONG StromPANEL I LENGTH SCHEDULE (SEE S $HEEM 3) I I .-FAM MATE FEMN.E D OR AVOID. HATE(SEE ,1) (SEE 9CKOlAL CI SEENSEFORMICIN 1 (f L M" __ 1 TO CLASS.; 1 \ 2'04 WOOD PLATE MINOREU-.: 1 m 811EEi J) { FSLO� 3E9oIY MOUNT wj Tit ; urn rd : -- ---p �� SCALE 3/0.1• •Iva I/Y D.C. SEE tABLt /T ON SEET II CDR WO, PANEL LOW" a WY, .0 DESIGN LOOM rOR IM 111MALLATON. iIQ i *a = (1Op•RLMALBpEIOW,RMAM i1I0I DINAR N10000agM BD HIDl2FOMI0WM Ala (1) w E M M �RE (1) wmw MWILRIY/PpA"L U M M N0 LA IIWOOW'MF'OiWrY 1100D1p1RIFyE°wlli 'ENT -Go - tam ANCHORS i s0lootRED w/ stuo (M SCHEDULE E ON !I SIHCET ,1) 1, ) I i 2 ,y I i ._. ••L " -PLATE WID 9ED WALL M MOUNT SCALE 3/9-1• Tk * alDt� OIVAW M AW L 1 t/r LONG F. 0) Wawumm a LAM TO A DE STORY PAU R WIN ,r-r WA MA AM .Ream Now M "OffexpanY somonGRiMaCq�MF/IIO1 (o ArE1NHa 4wa Rao oDlwrtW M WHO. WE raME O a FAIL AOC NMy lHAML i WaMDm WMMN At • 1/4. O.C. TNN M41 WCINN no 12 111" DC, SPR M MAOM a (RI WA as WE RAL MILOUD 10 0 LO10 w A ANY mm (Wa . A Re,RBRa 00 LOW MIL LOOM AMam am 60MSL sILBr , t} (b t 1 um WAM awam /M WALL K As maO ON L NNIMIWI A0 H /r 2aaLH� or I" tM MW0 FOR WIa TWO 1.. i Oa ARP MOM 3aO (AIM mI101Q O M ItWaV p�ln�lr rs wlmr . D_s rra �1 6r16L.� (C) 10 ppo no lift � ft am= D . :, im t 1. 410HY PANEL 9N1DOM lIN TIPS PRODUCT EVALUATION DOCUMENT (PEA.) WAS BEEN VOWED FOR CMUVCE I ACCORDANCE - 1/4'W TA/1C011 ANGNIDIM, AS WMUFKTIIRED BY f.T w. BIEDEx, INC WTIW THE 2020 (71M EDITION) Or THE nMM BULOW COOL i111a STEM EMIR &IAl1 NOT BE INSTALLED AT MICR _ P71-t0 INRELM,IIE f9MlE o AND PAINO.NNi PLUS M0IORS, AS MNAFACTIRED Of ELW WwsTRtxTOw PRODUCTS, VELOCITY HIITODVE ZONES (MON-CAGE / OIOMMM COLRrtIEs)). - t/4Y LAC SCREWS PER ND.S DESIGN WOO LOADS SHALL K DETERMINED AS PER SECTION 16O. Or THE ABOVE MENTIONED COOS FOR A BASIC WM - 7/IBA A 51W WOOD BUSMING. AS DNS PWM BY ALL POINT SCREW. BOLT a SPECIALTY CO. SPEED AS REQUAIED W THE AMMD CMN INHERE STORM PANEL WILL L INSTALLED AND FOR A DI RCDONMUIT FACTOR KO-045, USING ATCE 7-to AM SWILL NO EXCEED THE MNxMI (A3D1 DOM PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM TNREAM PDIflWR10N INTO WOOD Or TAPCON ANCHORS WAIL K 1 1/2' AND r FOR ELCO PANEtMATI PLUS 3. 6 TRU 12 a 17. 10. me PANMOMME Flu"D I OR= To ,WOW THE ABOVE CONC, M LLTAAW DESIGN WIND LOAD' K70W D PER A= 7-If SHALL K FIRST REDUCED TO ASO. OCWN PRC SURE PAYING BY MULTIPLYING TEA BY 0.6 W ORDER TO COMPARE RIESE H/ MAX. (ASD.) C2) WWAKIM THREADED INDCMVM OF LAG SCREW. INTO THE MW FRAME UNIT SHALL K 1 1/2"- NO 119EAOE0 DESON PRESSURE RAIWCOS UDKAIED ON SHEETS 3, 9 THOU 12 A 1T. 10. PENETRATION INTO STUCCO SHALL RE comocc1ED AS PPRT Or THE REARMED THRUDED PaET14TON. 1N OR= TO VERIFY THAT ACHORS ON THIS P" AS TESTED WERE NOT OVER SWICISED, A 33M INCREASE IN ALLORASL sTlRos rDR HUD LDADs RDAs E(os USLO IN t1wJN /FMKtSR. ! SPAICYa ro WGOD tus ISSN pETEYMANED w C3) MOaMUM EOTW OaYA10E a< u0 straws. UITD wood iMAILl R u WOCRED w THIS ONNWINC AOCOROMICE WITH,K.O.S..S. 20t6. slowPAIEIS ADEOWCY FOR IMPACT AD WOO RESISTANCE HAS BEEN VIDWrIED w ACCORDANCE WIN StanoN 100•.1.2 OF M USED S WL C,{) MMNIaCLM/ F'OETRAl10N Of 0000 WPMWPMWSMALLBC S/B'. 1/1• hi0 SC12W8SMALL1 RE 1 1/2' LONG R4ILIM THE ABOVE MEWO" CODE AS PER AM EGGAH TEST LAI ar SOUTH "AMID REPORTS i0B,4.01-01 AND #0219.02-06, AS SHOULD STUCCO IDIST. AND I• AWOAIN FOR LAMAS WIN NO STUCCO. PER SS10 12-M A ASTM E M-02 STNIDAMS, AM "Or. N TASTING us SOUNN rwmm REPOT( 11023.01-10 AS PER 1AS-2DI AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE A/ SECTION 1904 OF TIC C6) CABS THAT STONE. PROCCONCRETE SHOW 011 H000 BOARDS BE ldR4 ON IDES ogST1N6 FLORIDA BUILDING CODE 7T W SHAA.L ENOUGH WAN WALL ANCHORS 7NKL rt LONG NEDIN1 REACH THE MAIN snAAcruRE etHalo SUCH PANGS. ANCHORAGE SMALL BE A3 MEH(101ED IN C 1), CZ) A C4j 2, ALL ALUMINUM EXTRUSIONS TO RE B063-T6 ALLOY 00 TEMKR (UNLESS OINEFMSE WIED), SEE OW 2 (0) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOMM[NDARONS AND SPECP'ICAt0a OF THE ANCHOR'S MOWACAMP ]. ALL ALUMINUM SWEET 43TK USED Al CLOSURES SMALL HAW 3106-N14 ALLOY. 0. PANELS MAY A30 K INSTALLED HORIZONTALLY FOUD W40 INSTALU71pN DETAILS "" ON SECTION 1 THROUGH 6 (!HERS 4. ALL STEEL SHEET OE METAL PANELS SMALL HSTRUCTURAL DUALITYSTEM ASIW A-653 WADE 00 W"R 0-60 GALVANIZED 1HROtOM 5) EXCEPT TIMT HWADCRS®a911ALL NOT K U9E0. STEEL DESIGNATION W/FYI /24 AR (RITES ROLLED). 9. T SNLL BE 11W REW"PBIM Or TTE CONTRACTOR TO VERIFY TIE SOUNDNESS Or THE STRUCTURE WKNE SHUTTER IS TO K S. ALL SCREWS TO K STA9 M STEEL 3D4 OR SIG AS SERIES a CORROSION RESISTANT CONED CAMM STEEL AS PER DIN ATTACHEDSUILDro INSURE PROPER AINGIOMCE. THIS SHUTTER SHALL ONLY ■ ATTACHED TO CONCRETE. BLOCS a rRAMW wood . COMPLY W/ FLORIDA DING CODE SECTION 60016 W/ 50 bl YIELD SIRENCTM AID UD W TENSILE STRENGTH 94 SHEDTRADING 2411 3.3.4 10. EACH REGULAR STORM PANEL Or" LENGTHS porn 90•. AS PER SECTIONS 1, 4. 5, • AND ALMMTIVES IA, 3W A 40 ON $HEM 4. 5. 6 a 7 R9'ECTNELY; SHALL ME A LEGIBLE Ar4 SEAMY AARHYD RLSTRUCTING oWER OR 71DIAN, TO 5. BOLTS TO BE ASMM A-J07 GALVANIZED STEEL ON AIM 31K SERIES S7APR.LSS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. SECURE PAWLS WITH APPLICABRE ROMFORCEMENr "M PON= Or HURRICANE WWININD 7. AN04M TO WALL SHALL L AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SW,/GARA ALL SHUTTER COMPONENT EDGES SUCH REMAIN I CONTNOt" CONTACT WITH THE DADM to PREVENT WO/RAIN mmi310NCONCRIM W /4Y TAFNCON 1aCIORG AS MNMIFACTUREA BY I,1.W. aRALDEY, SIC. (Wn, Yw31B2 pA...i 12. STORM PAWL 1NSU41ATON SHALL COMPLY WIN SPECS INDICATED IN THIS DAMPING PLUS NIL' BUILDING AND MAN16 RECUA11ONs - 1/4• a N 7/8' CALK-14 ANCHORS, AS MMUrADTUED W OVI ALT PC PROVIDED BY THE JIUASOICTOH WERE PERMIT Is APPLIED To, - 1/4Y HO . 314' 30LO-SET ANCHORS. AS USTWBUIFD BY Ad. POINT! SCREW. DOLT A SPESPECIALTY.CO. 13. (W) THIS PRODUCT CVKLMiON DOCUMENT (P.LD.) PREPARED, Pt Bt THIS OCINECR IS GENERIC AMC DOES NOT PROVIDE OODMATC Wn. r..3000 W.) - 14-10 PARELWTE FOAMS 0 a PANEL ANTE PLUS HONORS. AS MANUFACTURED BY ELW CONSIRULTON PRODUCT& TOP A !TIE SPECIFIC PADVO.T; It. WERE THE SIR CONDITIONS DEVNIE FROM THE P.ED. - I/es ZNMC NAUN N CHOM A6 "fWACTUREO NY DEWKT, INC. (0) CONTRACTOR TO K RIM-000 tE FOR ?HE SELECTION. PURCHASE AND INSTALLATION OCIO04 UFE SALTY OF TES PRODUCT IMSt ON PROVIDED DOES CONDITIONS DETAILED ON r1NS OOCIRIENT. A 1) MWMUM EMBEDMENT a TAPCON ANCHORS INTO POURED CONCRETE SMALL IN 1 3/4% 2' FOR FLCO PANELMAtE AND T,p APIFL�Y AM H4r �.S17E4N� 1 3/4- FOR ZAMAC NNLN ANCHORS. THIS PRODUCT tT/KANtON DOCUMENT WILL RE CONSIDERED RNML4 I► AIDOIFIED A2) CALM -IN A SDUD-SET ANCHOR$ SHALL GoOABEDDED 1/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO STlICoO SHALL DE PERMITTED. 1/40-20 SCREWS USED SHALL DE 1 1/2' LONG MWAYUM SMOND STUCCO ENS,, (4) SIME SPEGFIC PROJECTS SFIALL K PREPARED IT A FLORM REGISTERED MONROVIA OR NOMTECM WHICH WILL BECOME THE AND I' MINIMUM FOR WARS WTH NO SINGED, AND ANY RE HEADED 9CIEW5 011 ALL THREADED SEWERS W/0 HFJRD, FAORWER INN SECOND (SLOW.) P011 THE PRW6CT ANO WHO wYl 9E RE9PONBIBLE P011 INVE BUT NFiN WING NUTS PROPER USE Q< THE P.Elu. EMiMEk7T OF RECORD• ACTNIO AS A DEL OA/ED DialK" TO THE P.LO.. ENaUNEOL SWWLLSUBME to THIS LATTER THE SHE SPECIFIC DAMPING$ FOR HEWER. A.S) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANGS, PAVERS. STUOCO OR WOW BOARDS K FOUND ON THE oIISTIIFC WALL a f10011, AIICMOM9 SMALL BE LONG ON01O/H TO REACH TALC MAN STRUCTURE Or SUCH PANEL4, INS P1. . K AND (•) TI•S I.LD. SMALL BODE THE OWE AND ORDINAL SEAL AND S10NATNE OP 111E PROP[SBIONN ANCMORAM STALL K AS MENTIONED 14 AI) AND IN AZ). KL THAT PREPARED I (D r0�S111G ATE dLKK.O�I. DTI C-M OPT IA, SHUTER WNUFAC UWA's LABEL SHML K LOGTED ON A RENCKY V4INE LOCATION AT STORM - 1/1" ANCHOIB Aa YAN,FUICrLREO M 1 T w SIADCx. INC. WA UMNLBACTUREG PANEL SNVTFCR IN ACCORDANCE ,NTH SECTION 1709.9.2 O► RORIOA BUILDING COOL ORE LABEL SMALL BE PLACED EDIT EVERY OPOIND. I.a941N6 ro CORKY WITH SBCrlC1 17o•ad OF THE - 1/4' a 7/r CALMOR AAS As W OEWHLT. INC. KOaIOA 9tULD9O CODE. X. - t/4Y x 3/4' Sao -SET ANCHORS, AS OIST ISM BY ALL PONT SCREW, MOLT A SPECIALTY W - I14. to NJRUATE FEMME O AND PHNFLMNTE PLUS ANCHORS, AS MANUFACTURED ITT ELCO C°NSTAI/CTON P 1 - 1/4' r 7AMAC NAILW ANCHORS. AS MANUFACTURED ITT DEWALI, PC ERA• t/ 9.1) MN MUM EMBEDMENT OF TAPCON ANCHORS. OCO PA/BIMATM AND tAUC NAR1N ANCHOR. on tHE 'JEER ••':;�9 FLORWA WILDINLI ODDS IBIS R VNoe NIArADaRI 20M SLOCM UNIT SHALL OF 1 1/4•. 6L� •• ► ,44 7 .2Wo latma Nc 24 GAGE GALVANIZED STEEL STORY PANEL DAYw It e.2) CAllt-M a a0t4-SET AtwC/DRS SMALL tE f31BED0ED 7/t• INTO THE CONCRETE. BLOCK VNR, t4 STUCCO SHALL K PERMITTED. 1/4' ►-20 SCAM USED SHALL K 1 1/2• LONG WNRNUM SHOULD Dw. * AND 1' MOM" W Fa MALLS 004 No STUCCO. STATE -- I L E C O MO. � ' ' �'• fi0R1 .DEW l; 3N arR00 8.3) IN CASE t1N1 PRECAST EroHE. OR PRECAST CONCRETE PANELS, slump OR ri00D eavDs BE 'nJLsl rA• EXISTWq WALL ANCHOR" S AU. BE LANE ENOUGH TD W04 THE MAN STRUCTURE BEINFND ss •• �;` AH-M AIDE SHALL BE AS MENTIONED IN ILI) AM IN 12) /ORAL lM- .,.• •NI An w, 4n•,W a M"i's A•IPI•: P4USO►n•► MMTOA`rO7 R"• D•""""'I•� IMIH Pt IN/wwLaTMNOIE A 1WLR Jr PC • am N K is CONCRETE ANCHOR{, (SSE KNEW" ON SECTS 9 1w_ORam 10) L • • L 1-Ilk-E • t L . L -MIL L • • G •► :4-M STW77 ;� • fG r, COHERE ANCHORS t- .1 -: =-_1R-_ aN (SEE SCHEDULEa" SNtETB • 1 '! y .. LLD. 1 I 1 1 ,•,.. ! v E10!f �--tD_1_{0- - 1' 1& -l[G lMAW ALMW S C-ftCRE1(_, ANCHORS roRRLED mNa9E1E -31R CONCRETE IROCR REOURII (SR SCHEDULE ON SHEETS 9 THROUGH 10) !WILE 1 - ._..- _ _-__H PANG. LENGTH 0(MHSHM 3) aoA OF t• MA, 44S: KvY2N1' : HONG IV�'rRmt ,DI /IF J to /% W; 11 MA w *Ai it I/at I .O Y' Rus G 10 � 1 , OR2,r IW6 IAItRMNIWIr•e) am .WE�if AE3) ?--- -- t S 1 11 'L• wet PANEL LENGTH ... L.__.. T (SEE KND%U ON SHEET 3) I 1 I yp; Dr l I ( C.D. 1..... L ! i E�IRFN31C1REM07t i � '{ t 1 O.0 � NCO CREIt BtDCR (,. • I 4) \J fTA00[RED WBRIE- (SEE90CMU ON SMEEi'S 9 MROL 10) WALL MWK0 MOTORS PORED CONCRETE OR CONCRETE •1Aq._. .© RETRWMEo. , ♦ti.Wr i--�a1Mm !Tt ANCHMr-1111, ON,UW1rIa i' Ib. I FANIam OwLENGTH 1}� i SCHEDULE ON :�� -_ .- -- r ! t••T•491 { EA I t !E 0090MMc_--- e1 { ... _.. __.._..( 111RGIOM f0) ALLY WHEN SOLD -IN TAW WHOC . na REaW1ED. INSTALLATION ATION DETAILS FOR REGULAR PANEL G). INTO WOOD PLIBU [ LED / / ANCHORS ALTERNATE W000 .•y 1• LiL - / (SEE -)�Op SCN[DULf ON 511EET 11) (SEE lICIEDIME ON SIElT It) �\ ; Ey- , r - �1/2' i t1 8000 ANCHORS SCNt OULE / A �21 Y, ; , SHE WEEP owthy" TO OLASS." ON SHE7) { � I.M w n MAIN �- PANE, L04WH (SEE SCHEDULE ON BELT 3) '• 1 or y 1 I B 12 1/2. O.C. I I 1 --- - -. A' _ ! z1xv` am r•FI 1Y000 ANCHORS " -..... `_" J (SEE SCHEDULE ON_ : 3/4 - - 94M 11) 17.%T`lil l NOTE FOR COMONATION OF SECTIONS: I. INSTAILATION ARE ONLY VALID FOR MAX, A.S.D. TOP AT BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE IRATTNG (O.s,f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S 7 OW LATION. 2. FOR NEW WOOD FRAME CONSITRUMM: WOOD MEMBERS TO BE SOUTHERFF PINE No 2. W/ SPE'CUIC DENSITY Or D.56 OR EQUAL 1111'L rNp111111 sMIAa No ts ow, At 06 Min, SEPARATOR TO GLASS. i (eFE lCEGAE ON WEEP 4.. '• POE LENGTH (SEE same E uEA/ 00 7-tM ON SHEET 3) 1, t 1 ; of O wu L NAFa s0.W A 2'A4• WOOD PLIOT RECLRED ✓i 4 ) �S ._aCEDIIIE oN ONCE? 1,) t ...MMMNNMIY... sms 3/•1- N S N O Q O 2C cv � -0 (1).� U O f0 Cn C O W O LL O cu .cn N O 0 CL .0 VJ Q N \ N 421�. F c O v ZT W c LowN N C M.t. t1 CD CIA N co Q 43) N Y co Ewa c ap A 3 GO N`W v w o >= o ? w •� 9. va Q.'a C i! 'W o a w O cn W -NMI cu U c O ■� LIB cn M� W LU Q Z Z Q J d SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES- VALID FOR REGULAR, LIFE SAFETY A E-Z HANG STORM PANEL (1) SYSTEMS t 1 VARssy 1'A OR a• . r . AeY alas H-14 g1 ADKM aoern Dart. AUAL ,7r�o.G 11Y1/2 WPM 0 1 Ile �. Lr°° f1M1€; De ; 1liMi+loti arom 41N -/.31�® V�,.` R=ymoRro -lY nv Mwt /4• IMP awmadw ., t ,AKIN AIKYIaR + -.J 1• •.�'�% ,x uwse( •'r o.a y I r. r. wm' to "Q ' j s AaA 1 r.r..oN ta< l sta 114�• aw.., a �+ --- {~ 1 AN• 3i 1N Y,RI pdaRO SANM67L MNURD i �•,�� r ■ .• ..,�y�.: r ! i 11wa ,er.. w�i"son rwt .� s�l�a i•.v r000 rRt11¢-- I Ile I +/4% Comm. Awr. AADIa YAw 114, +r Wa } os n�,s^ a n AIJ I' .o. 6W,E ,e . AIt• W/A CWM ct SSE A (PLAN) CASE B (PLAd1 CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-l- SCALE 1/4•-1• SCALE 1/4`-1• SCALE 1/4•-1• 1 to o � auE _ OR omcw wllm �, -�oslso YrI r �( IBK w o j S�(�j�J'\] a�, oORs"r.n " m . aos:OF s°1i0Mwe" r OVERLP"aAP 6EYOle - 3'>4' 11000 NMK S•� • AW AIW6rD I AS NRGM2 �1 tom, it) DPowe 6el,o 0 SO(�plt�7[. � � I & 1 eNM3 1 -.`ems' --�-�ac1+1 �Aso,oscs nw1YI. i r No. 1�,�IAn1 ou (Mm Pill in PROW .i i CASE G (PLAN) SCALE 1/4•.1• .R e r ac �'; '•.! ► VALID FOR DRIER MI IMF MfTAUATKM ONLY M uCEN `Y COMM PNIEI R,STALLALTI011 AT rrALLS W/ N0. 44T61 •: SURFACE LEVEL 1WWiMG WM41a 3/4' 'A': t! : ♦ FLOINDA DOWN CODE vela "m me Zone CASE E (PLAN) CASE F (PLAN} •010•*.=%16 24 GAGE OALVANRED STEM STOIW PANEL rA e61eN an SCALE ,p•-r SCALE ,/.•-t' ��;. �1OR10w_: �. as;F a & mme7oi+ PRImucis, uc p6� IL ECOIMs. was L i . atir L.� 47 Ar war la a144r aR6r ti m, 20 17S Irll, D,-Yn Ir, IM N10MC pAyar-7NB11RR: LN4jM6•e1e7 IL NAlaseFurroA1 a-aaen,. 1ATa A r, PL 44dt a or a (VAUD ONLY FOR PANEL 1)DWALLAT)ONS AS PER ALTERNATNES 11111 THRU 4W, ON SHEETS 6 it 7) MAX 0. 11RLlDURE (p.a.TJ MAN" ANCHORS SPACI Mi CDR E.O. - AS 6IIDWFI ON OEM 6 As 7 A/NLION111 6 AICf Or 1IHD1 MA1aALM Pon LEItM•IN (R.i TAIICO,1 ual p1EW 3 PMASUNTE MAKE 0 PAWL-11C PUN DDD Ir 13• 13• 1r 73• IV ,r tr Ir ,r Or I6 mOmw 6 Ile 6 Ile 6 1/x- 6 1/r a I/r (TOP) - 61/4• 121/7• 61/47 morn-) III ON -- le e' r or - (111" low r f• r - s• - ar mon" Ir Ir ir- , • ,r 4 46. -4e LESS 3• r Ir u• ,r Or I]• Ir or a I/ r u ,r 13• ,r III 1■ (OorlOtO 6 1/r 6 Ile s Ile a Ile 6 Ile (w) - - 6 t/4' 12 1/2' • t 4' ') 70 H'-4- 4 t 4• a I/r a In" - IfOP} • +/2' 4 1n" r 36 mDI7oM) _ N' ,r IrV a ,/r poTm10 • WE TABLE %I FOR MAX As,O. DESIGN LOAM t MAX PANEL LENGTHS 1101HEM SPACER is USED, OORRFSPONORIO ONLY TO ALTERWE 2W ON SIM 6 1/4Y TAPE ANCHOR • . w Wiwif" MAX. AS.D. DESIGN Room MAXR + AWINM 11001411011 MR EA . a 9000 ON NIEE7a 6 At 7 MpuOAAE to t A►17 OP, Iffy MOWMRI III IEv (IL) VPV N LAG SCREW PAWEIWTE PEOPLE O POW.M= PLL1S 7mDD Bum" ,r Or 13• IF Ir so Ition _ Ir Ir ,r Ir r w „) Bion 6 fn• 6 1/r • 1n• 6 , • 4 ,/ - - 6 1/4• is 1/r 6 1/4' -,.-) e'-d 7 1/2' r r _ Ir - 3w mollwq 1r Or 13' lr /r (IAPj +7s -M IY tr ,3' Ir lr ,r 13'• ,r a I/4 w monm) 1/2*,Y 6 I• 6 f/r 6 I!r 6 ,n• 6 Ile m- - s 1/4' la ,/x' I6 1/4" mo1L•) 34C-0' 7 Ile $ffe To r n +n' 6• e• - 3w morouLO tr -la• 13' Or I 5 1/2,(LOP) ,r Ir ,r u• it • SM TABLE /1 FDR MAX ASP. DESIGN LOAM t MAX PANEL "ML 01iN SPACER R USED, COMICIi'ONDNG ONLY TO ALTERNATE 2W ON SHEET 6 TAKE.&I A _ A.S.D. DES1011 LOAD N 40 PSF OR LESS a'-r > 40 PSF TO 00 PV 6'-2• > 50 PSF TO 60 111 5-10• A MAX PANEL LENGTHS ARE ONLY VALID FOR NSTALLAflONS W/ PANEL MATE,�� M) 0R PANEL MATE PLUS ANCHORS t W/,r� �7.�ra�loai4 1/2• D.C. Ioieia �'ra•1 -- 1 -V Ills PANG UD4OM W ON 3,6Er 2) REOIIRMIn BLOW I I D,Ir 11L :itrjllSl-071;la aR DUS It . NFOR O CHM . 11FYW,m /Wf onDuAlas NN Into R .NARM wmm AI D= w4w= Ale mom- 1'11O[ ="a ARE NONM ON im =MAL FOR LD Los THO MUM M fOnpAE I AVOM VAO16 OF MULWL,•o owl mom ON 3040= /r THE Wo FOAV OWM PON TY CPVVMM m KPOWAL 019013E1) $POW CONAM UAW FOCRM 914044 Not K tm new umm wwom NKMO role am" AND" I" ON IfN ScMI t 41 mom MIN:1 traN Ir6AAt Now DAVN 043 3 3 -aAIN1MMrwN 4b. m 6W i 7 _J ill_ 4arew e,.Pe. a N MWLM 6W RNIw —�Ile-- um - - - __�-1r r a" 'm.. - 31 _ - MOM Oo]TNO p0U6F8J E0.• CONCRR BLOCK rsoLow .. eNc1eR m o}WALL 1198MMM CODE MAXIMUM A.S.D. DESIGN PRESSURE RA71NO (p.s.f.) AND CORNMKINNG MAXIMUM ANCHOR SPACM SCHEDULE (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k 5) IMtt. As.D. fro 110 PREESSUK (O4A.) WXMM ANCHM SPACON FOR MN LO. PER SOMMU saw ARUCIAE Mo,OEM" tWMMIM UNM (L) wx A.S.D. mtesm (p.f MAXIMUM MlLlglle SPACNO FOR MOM Los. POI SCHEDULE6DCW APrt$CNU 10 M1uDl11r pwa )Im O,•) TWWN 6gJDR 14W 1 2ADm-WM fill, TAPON tNNO^IWLW CAL(-MM 16 ffA man OF 11po omi •44 -4D LLss Ir Ir Tr ,r ,Y tr Ir 1r tr Ir it IF 1 OR LEW +41 -4S -415. _e6 1Y Ir Ir +r Or ,r Ir 1r , IF 1r ,t , , on um Ir Ir ,r ,r +r u• ,r Ir ,r Or 13' Ir I mm,m) ,r ,r Ir Ir ,r ,r ,r tr tr ,r 1r + + + 001-9 ,r u• u• Or s• Ir r a• Ir ,r tr ,r Mn Or u• 1r ,• 3 l r ,r , r 1• 3 , r Or 3 n+ n 2 (m►) tr ,r Ir Or ,r ,3• Ir Ir ,r Ir Or ,r 2 OIOrIm) tr OY sr Or IF Ir tr u' tr ,r u• ++ to : (AD7+r40 +r ,r Or Or 1r Ir Ir tr ,r Ir Ir Ir clan) Ir 1r tr Ir Ir ,r it ,i• 1r ,r ,r /, / s am) - - fa 1 12 to a i/•• 6 1/4' 2 1 12 I - - 6 1/4' a 1/4• (6RCY) - - 121 t to a 1/4 0 1/4 4 to t t/ - - e Ile a , ♦ 3 (OorTOAO r r r r r r r 6• r r 6• 7 ,/e• 4 (rap) r 6 Ile r r r e Ile r 7 1/ r r r s• • (LOP} r - A• - r - r - S. - 6• - 6' - r - r - r - r - a' - 4 to"I, Or Ir ,r or ,a• s• w ,r +r +3• 7r or Ir ,r ,r u• ,r u• s u• ,r it 1r „ , coup) Ir Ir Or Ir tr Ir /3' lr ,3• it Or IY Darw or or tr ,r Or IS` 1r 13• tr Or ,r ,1 +/ Ir ,r tr or ,3• +r Ir 13' Or, Ir_ ,r Ir Rap) 1r or or ,r ,r ,r Ir +r ,r 13• ,r 1 t • _ _ b 14• • I •• s , r s I!4• - - - - a Ile • '1/4 e _ _ e t!4• • , 4 a + 4 e 1!4' - _ - - e I •• e , •• • Is s ,r ,o tr r u r 7 , a ,n u• • 1 >••�• 70 +4 -4• tr a• , tr Ir 11 1 Ir a 1 , e fn Or a I , ae,�, m e'-0• 1r r or ,r or A , tr 6 1/2 10 1/2 7 4/2 Ir r I twwowl Or 7 t/r or ,r 1r to, tr to, III r 1r 6 , , mo,WM) tr r Ir 10 I/ Ir r u• r 7 In 6 In ,r 4 tn' (IOP) tr r tr IF ,r 0 Ile ,r f 1/rig Ole 0 Ile ,r S i/r (Lop) it r Ir Or Ir a 1/2 13• a 1/1 101/2 7 /n Ir 6 1n• 2 E6 YMM) /r 7 I/r ,r OY ,r ,r Ir 10' It* r Ir 0 1 2 moOm) or r ,r ,3' ,r A 1 /'r a In 10 1n 7 in ,r e , 3 Mn Ir 7 ,/r ,r Or ,r 1w Ir to" It* r IF • 1 3 (mn - - 12 ,n s I 0 1/4• 6 1/4-12 Ile 6 1/0 - - • 1/4. 6 Ile 3 (R01I'OM) - - ,t In S 1/2 • t/4 a IH' 2 t ,2 I/! '- - 6 r O 6 1/4. 3 moraQ r Y A' 6 7/a` r 3 1/4• r •' 4 1n' 3' f In• Y coup) 1 ,n• Y r e' Y •• r 4' 4 1 3 ln' a In' 3• 4 6' 6• 6' r 5 Ile 7 1n• m1ma0 Or r s' r { I/a• It 4 OeIIo,1) ,r T Or 13' Ir 0 Ile Ir 0 + 0 1 7 1n' tY r Ir • Ile tr 13• ,r to' ,r tr I1• r ,r a 1 a iJ" r Or 13• IF a ,/a' t3' 1 ,n• 0 , 7 1/Y ,r 6 In• Oforlor ,Y 0 1/Y it Ir fY 10• Ir 10' 1,' r tr a ,/r mAI'RRO ,r r Or to t/7 lr r ,r T 7 t/r b III 'r 1/A' tr r ,r tr tr a tn- ,r A Ile a 1/r • In• ,r e f • (rOa) • , • e 14 s , v s I/r • t/• .14 a ,/�• •sort» 6 , •• s , 4 6 1 4• • T 4• - - - s t • • , 4 s m6tT. m Mo It IWI IAA•o m Tm a Nram FOR f6rmwomma afro OM0a0 mic fAD0eo6 • WAW ANCHOR VAN= AND 60SM ON 04110M ARE NOW= Of ON SOMAL MR En. LM Tiw 11001110i iN SO,o,RE emus AIICIOR SKWM 6f ,AAIMLYOe SKVM MM CA 3O=" 6r M rN11a1Y nmTW& IM M OPOMTM W K PM KL 11= 10 1111141 ORM® U04 ►KM DOLL NW AL LUS 11011 moom WMCel6 No = Me Lcm AMDOR n0[ ON Tat lGIoIAL o ul-a wpm 4YD•!A wow Mo" W004 a 3 3 3 4 ,/r 3 InMOMWA•er Da NnmOMA4 MPOM ANI 04 3 3 Ills' 111 3 a yr 3 a 3 1,r 3 t/a' 3 tp a.- 4 A0Rsl4 EDGE t1606116 -- I I Ir so r m w,a IN im •• SPACINGS ONLY MIL1D W1MiN SPACER IS USED. 'SEE /l FOR VAX. A.&D. oom LAPD'S III P11NEL WHEN SPACER 6 USED O Of Ile VAX. G _._. -ANCHM M SECnM a ALT111e07NEb ON SINEW IA 14. 16 WL 111-4AI41 0.91I411 01 ► 6- BAA ASS DESIGN LOAD A1A �MPYLIEL 40 111OR LESS 6'-6- > 40 111 TO 50 PSF 6'-2- > 50 PSF TO 6o PSF 5'-10" A MAX. PANEL LCNCMS ARE OW VALID FOR RKTALIATIONS W/ SOLID SET MICHORS t W// SPACER AT 12 1/2. O.C. i i La , 4i-30.1• S.S. DOLTS W� i 1• (USE MR PAIR t1110M 1 I i � I PMM LL7107N DI 7'-0") 1 (. Z I II i wA. o . i I7 EmVRRNM REGULAR S10rM pMKI , I - i PANEL I IIr_r 0 +4Q0. -•OD P.aA. _ . _ _ :_ _ - 34 ' _ _ _ _ { _ _ ; . - 4 _ . _ _ _ _ tw/ °+°RAF LRO PMIeL LnIDIN aoL» ' �34 P 7I i-- �- i 4 urE vFETY o1w 1 1 j MDA -14A par. (W/O Ymftv LAD Amm "m 101.n y . - y r 1 F} , , A ! USE r-r M.L Pon LDeM t/.. 20.1• { - ;! -' 1_ -.i AT ALL MOMIIMO6 I I sa eats W -T- J - - _�_ - - - - •, r i 0 LIFE SME7Y`) ' { WINO T At EXTEMOR 'i_-w WINO NUT AT ,�j ' yAjl RULEFT PANEL. maw PANEL Y 1 1iSGUATI0N8 o1Ar vAIA FM WIND 1' WL Pt-IA/13.R-2R/13, R-dll/14. R-10/13. R-10/13. R-7Et/114. I. LIN.� !PEED Lou To 170 "I 1 R-IiiiI R-Z1W/16, I11-3AW/16. R-1B101I IF-UNI R-30111 1s. , (SU! 3OL11005 A ALTOrA1Ma m SHM-1% 1& 14, ,1 AlII)._._...._...,_..-----___-..,.__..-... 1/4' ,NU. 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AN L0. um IMI Noun M eoNt1AA2 1113,41011 AND" WAa6m h 4AATPL7am aP1MM Dow am M m SmMU 6f UMIS AIM OL M MA w1M11M m M POB Mt MMU00 aMPo awr6a um Rmm swu 1O K till r11N, 1aIDAIY rYaar 01201111) MR [AM now TR on nas uo1m,AL A110071 TIPO _ I/1S _ ..•,p4 , • t S f 4ti -,Hta UVM Moan olA-w Wa N AMCOM NOME 00 3 3 3 3 2 1/r 2 1/3 AD■MM■AN fu1 3 3I/r r 3 aolANM1143 aaa 3 3 1Ar 3 1 3 1 2 w 06t _ — _ m •• SPACINGS ONLY VALID WI.N 9P7CFR is USED. SEE 1 FOR MAX ASJL DESIGN LOAM t W1L IhLNk1 WHEN SPACER IS L75ED. 1/4-0 IAPCOR __.-_ .-.._CMIWIID 1/4.0 T CIeR AN A11D 0' O.C. C014CIKR KOCI( AAIOI,M • RF011flm. r ,,r , • of �i tlII•�. t-C,I '. tlL1,, ?.NO:II . 11. aua " RtouNEo as MOM is a is III mmoe s ARMM TRIPS . ,TK a O►wgW MR PWV"ATOO Am WPM WNWKwANCHOR M== NA YWAMM MOAM AISM OIALM W 3 • Ow m w = )o wm MINA w 3 OK 0M3M,a AK NOmATm ON 1W0 a46AAL FaR EA. LM ?M*3A(0A10D M ,O"" Molls mom woo 2 AAR OOt s fs straw or tALteLllm l►A610 D10aN M 0011a1M W "a FOUAMM rec"m IM 11N OP0A610W m K PONOL VAN= tkum 06I1a11601601a IACIIR DWL ,IDT s[ Los IIPN I - -�-�-------.._.. �..--. am .-._^-_ 0/1 - ......_.. .�_-.-2 - ..--- -------- Lr1AAw IPaMo eReArm /w EACH ANCHdI tYPE M TIN eC4A0IAi w I 0 R W7asaA"i® 1`m,IN roWr41 •L' Mal PAVE) LLIGM -� �ON �m ( SCALE 3/891-m t. 06TALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATIOS (P.O.f) AND PANEL LENGTHS AS PER EL.LVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 6E SOVMLRN PIE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ydEji a A�•D. DOW I= �NPAl6'1 40 PSF Oft LESS > 40 PSF TO 50 PSF 6•-2' > 50 PSF TO 00 PSF W-10" A MAX PANm LENGTHS ARE OU VALID FOR NRALLATILNNS W/ SOLID SET M04M t W/ SPACER AT 12 1/2. O.C. v 9' r r • dry ♦ • �,.i,�; . -I MIN„ �` 12# +•i'.h. - - 7t231���..i4 �+i1n�;»�;!3 .Ih. �L MUt. TAPCON R IS 6. O.C. a Ga+A�W iiaO 1- NIE e Aru� ) 1 WY- CSIM --� ON SHORT 12) O a• I -A aDta e,3l ea r os+ on coNtmm OR ACK IR611a1FD. 1• MA«. e• PANR 1DI41,11 ON MM 2) ieVra . /� 49 PM161NATE PLUS 44167 i FLOINDA WILDING CODE Mon 109h VI Nur7kaN Z011411 STATE OF fi0q ` S/DIAL />�xt7 Now I6tNo. w IILME�.O Br6. 24 GADS GALVAIM STEEL STORY PIWAN FIX er ��� 61 LM M00n SIM oI(aa'a°3 now o1Mra-76ok rm PM) N M ANI p offs dM I VAl 20-175 OMOAD 1w M 1J_ NN/rWNnAalOM[ ON also I4 Or ,s N N CIO N (p ♦-3 C� L N O -0 C 0 O Q M-0 1..L .0) V .0Z U I_ cu c O L_ Q O O W 3 Iu 0 0 cu L.L- p cu > . (n � ate+ILU v ti, N O CD C> W C, CD Lj C 4a oj N a LA_ C. N C 4a C an d C 4a Q r N >IL 3 2 a3 CD =6 C ; m la y On .p � u d y A G a 3•.. a N E c 4a O a � w ca O U CL U O c Cn cu L m cW G a Z Z Q J a SHEET NO. SH 1.4. EZt/18. EZ1W/18 IN" � .. - (SEE SECTION EZI A •1 TENNATNE EZ7W ON SHIET 18) 1 •©e- - II07E :) ®W/LLYr ;11)I40TE 2) I Ir4(%A1C'H oFt_7) L 1L1.1_L1,.1_l._1111_I fill I j I I I I�1_1 IIIII l LII 11 t I I I (I Im,.) 1 T -T-r-T1 KENO PANEL) I� T (INTERIOR PANEL) 'j -TrT `IN1EI�pOP PANEL) (INTERIOR PANEi) T-T--T--r OF "L' END PANEL) Tl Sf.E NOTES , 3, 4 SEE NOTES 2, 3, 4 I I I I MAIL d, ME • • • 1m 1> IKL; r/ 1/60-�1- (inxcrnNal I l 1 1 ) xs Y _ .. Al JJ_LLJJ_LLJJILLJJ_L�:ti)J1LL1 L1..1111JJ_LLJJ1 1JJ_LLJJ _-1_ Y rum u SSE T' Ian. ROTC 3 N:J"/ICIJ'E iCR 3 - I= SEGnON as A At?uvia E EZIW ON WET to) - ----- __J E71 W/16 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(1 SYSTEM (t) M 0�i SECTION A -A SCALE 3/32_-1" �FNT.IINF_'E�iNV ENGINLERINO EXPRESS' PRODUCT EVALUATION REPORT September I5, 2020 Application Number 17N9.1 - R2 EX Project Number 2031543 Product Manufac nor All American hatters and Glass tKl iu S Manufacturer Address 1540 Donna Road Wost Palm Beach. FL 33409 Product Name 8 Description. 24ga Galvanized Steel Storm Panels Large Mhol Impact Resistant Scope of Evaluation: This Product Evaluation on Report is Dam issued in accordance wKh nerequirements (if the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter BIG20-3 005. F.A.0 , for statewide acceptance per Method 1(d) The product noted above has been lasted andlor evaluated as summarized herein to show compliance with the Florida Building Cate Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Cade Ro-evaluebon of this product shall be required following pertinent Florida Building Code modifications of revisions Substantiating Data: • PRODUCT EVALUATION O'OCUMEN73 F_X drawing #20 31543 titled -24ga Galvanized Steel Storm Panels (HVHZ 6 Non HVHZ)' sheets 1.5 prepared try Engineering EPlaess, signed A %all"by Frank Bernardo. P E Is an integral part of thfs Evaluation Report TEST REPORTS Uniform Structural performance erlornance has Been tested In accordance with TAS 202 lest standards Per test report(•)AT-ASG-17.001 by Blackwater Testing. Inc. Large rrllsslk+ impact resistance and cyclic loading porlotmance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) OBT-ASG-17-001 Lry Blackv lar Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andlor rational analysis to qualify lie following design cnlana 1 Ma%Imu n Allowable Spans 2 Minimum Allowable Spain; 3 Miminum Glass Separation A Anchor Spacing 160 SW 12"" AVENUE $UtTE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(066) 396-9999 TEANQENG/MIFRINGEa PRESS.COM EaalesIRINSEXPRess,CON Ia LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROLnDED W/ REAA HANDLE TO FACILITATE INSTALLATION IF INTENDED 70 BE INSTALLED FROM INSIDE OF STRUCTURE. III Q�QL[FJ��Jyy��1 E-I MIANG STORY PANEL SYSTEM CONitSTINGOi PAN L +Coral TRACKS TOP ! BOTTOM. (2), END PANELS SMALL ALWAITS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR (B) SFIALL. BE PROVIDED AT TOP Of SUCH PANELS. (.T). R END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'9-20.3/4' MS. IN/ 1/8'0Y3/32' LIVING NUT OR 1/4"0.3/4" fill. THUMBSCREW INTO TAPED BOTIOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OT END PANEL. (4). U4 CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 rtLP•h, FLORIDA BUILDING CODE (Men High ill Hurricane Zone °'0l0 wrrw 24 GAGE GALVANIZED STEEL STORM PANEL IL E C O IN[ \\ GLOBAL PROTECTION PRODUCTS, U.C. a MO • o oa •Kr .am s trRm •Yra.l , 1+,w cAre 2 xu,I. p-175 ,... i]•R•«mw`ranee�.`. o.I •r, ,. w•uR. ,w•NM-»air xe.-r,r; fCA-owwlo 11M A tkla A., ec •.'• win !, a 14 et f-I`;'(=;IMF ERINC=T Page ? Uf All Amcrican tihuticrs and Glass - 2,1ga Galvanized Sled Storm Panels No 33% Increase in allowable strass has been used In the design of this product Separation from glazing Nt not regtared for Installations outside of wind zone 4 and easential facilities Impact Resistance: Large Impact Reslslanre has been demonstrated s6 evidenced In previously Baled test repod(s), and Is accounted for in the engineering design of this product Wlnd Load Resistance This product has been designed to resist "rid loads as Indicated In the span schadule(s) On the ruspecbve Product Evaluation Docurment (i a ongoetiring drawing) Installation This product shad be Installed in strict compliance with its respective Product Evaluation Document (I a Brlglneering drawing) along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document If.e engineering dravvi nD tit Limitations & Conditions of Use: Use of this product shaft be in strict accordance with the respective Product Evaluation Document (i e engineering drawing) as noted herein All supliorbrlg host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respoctrve anchor schedule. Host structure conditions which are not accounted for m lidrespective s product's anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion. Contamination end Other such damage at all times. This product has teen designed for use within and outside the High Velocity Hisnirane Zone (HVHZ) kits ecUidl' p ). I r Frank Bennardo, PE ENGINEERING 0awEse bPE0046549 I Cert Auth 9885 16D SW 121" AVENUF SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMOENGiNe ERIN6E%PRESS.COM ---- - E%whiERINGE%Faiss.CON I_IET;.-'.la ••-•R+" J+r .t!r^yAltl_ OJ.t'A >-•'"-.•rOxw'rP]v: .Y• le ciM]a0 :�r:Y a4,_ enJv. t%"JN r,Y.t V'1LwA': LL two. aim,fl'• >w. LxrmeT,•r ,.a =CCRKNi,v nv'.:..r •]tn w,ta 01 `e_ 1-wrwR:an •RY nNi n9-E6• T,T •4M-. M (u 1 1 "rr s 7h' rn r- Lz.Lf. w rti n rn. tf• 4.nK' '"1Ltl' Yr=I�eY.Yi '-A".Y" awlAy WW r-F" / jp _ rL r Ol' n .0 aid w Y 1 > Mwr�' N� ", w u � -rc-rTir.NsP'r"• 4 v.R• arc e Tr• .. xn:u +`Iw_O.Iw,n' a IP 3r x D A - Yr r'NYMr rAi-l'JR'I. m � L Y sva A, t E4 ^9 U u f3f� ��ncet�Iaa_�. Hllil Mt f z � [f a m w NR11 i NU7 :JI,SS Ma,TaTi': . C .It •' _. Pt H M4,:,W lr 'tco�,rc. 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'. .::y.i:Y nC1'0 Q rrlY/, HP.Pill 4'11e•1nr Nx1:,4'I^r l: rY�H I•W ,1.Pr,A,.N Ii• - J L2YP 4 1•.O,L7. •e rf rlvl['I:' IN FELT:,: i[ { > a 0 ,9E7 "en S y ti'I - "HP 1NF 5 J a'oT I+ 40 .I i. ���: n21 :t,-t^. rP"1.T1�' �� a elE •I g tl 1l1 yCOY f<b ppp FDI A. oo Ur �/% iH 1ErL �S - PIn7 Lr IT.M. r- R 1 ['DN1alE rat , >nHa -M -Ir, rA I Y4 x I r I:N H U Ntr CL"[v L rl M 'IN IN Mkµ}.JIf (M M:U: XA'f'L, /` j ul_.-. NAAIPIRFAMR VNINRtIT 20-31543 4 • r. A rlrYj rn ,T I CO Vet 71tl c. c -rrrrrnA r .,.,-7nxl-rnLv _ IT,nT M, rY.Y•rn.`A Mf M.'ly„R_ rAfi O[lfelfllGl4 r /1 mtitltOP76]TrOM clonmt I7=IAL 11LLK 31Nt41NlaM Ef TUP r..s• •.: " IC', Y rw•44(t�J�f+}41BF LT"XaLf,' 'v%T1Tlr "7'. •er wr�ivL NA'r.Lrt It-L.T aA11'-f it f. /Ar: II ,NIYritY,N WYrNI n r x,N 'r•.: t,: ()7 =�'�x n'i' L1M:X/1111WU N]WYI 4C.I ILIN [L"Jl^GTJ �./ -10 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL.Cttt� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES ._STD IN)IA6'p GOF aid CRM a 12 ANc"DR a 11' 01\Jc. ANCHOR �� �i 1/1'e TAPCON 1•".{`'�_ ~ _ 14e 1' MEN HEAD TTK wOpp HEADER 14Y1 HEX HEAD TIR _..V tc,:; ANCHOR 12' 0.Q .•' ^ 064' FROM RFOVWTD r ^SCREWa 64' FROM EDGE OF i A�rylTEDGE �� -„R(r311` I/ f _ O r/4•r-lal• d ss qrs NAl I p _- ." i ��7• i -IS2' EA r II I P/ Rtu,A' ; II 1' V. -L ' 1' Mh. 11-SEPARATMIN E%15T N 70 GLASS I 7 1� EITSII SEPARATION i } /1IYe URaI4c]M POP A RNET M INYCF POP TO W/LSS. i O N _ r J till t u qroNo < P , PANEL LENGTH ♦--` ' __ --.!' ..) PANELLENGTH 0 _. I I U 1• A. .1Win N SCPAM I I _.JJ4Y-70r2' iff- SEPARATION r 1 TO GLASS _ ; -_O n to CLASS OF Of 'L• i' 50• 11 .. I/4'10-70i2" of7- R TMUMESCRE'IN B I I 1 - LD ITT ' ! ( �7 1/4'0 TAPCON ANCHOR '3 I/4 / TA➢CpN EA%�,5,,1.1Nf, POURED , I 7•t4' W000 ANCHOR A 17' O C ' �' � """CONCRETE BLOCK I I REGUIRM PEOUMED WALL MOUNTING WALL woUNTING SECTION EZ1 ALTERNATIVE EZ1W SCALE 3/8=1- SCALE 3/6=1- 1�P p: aysQ~''`�GENS4c' �9s FLORIDA BUILDING CODE Non High Velocity HUrricorq Zone) • MIN. PANEL LENGTH 0. 441 '- •mw name we r.r 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' * o1wM m PRESSURE RATING +/- 40.0 p.e.f. AND G'-0' MAX s- --. ` / PANEL LENGTH, •� STATE Otr IL�E C G LEEo GLOBAL PROTECTION PRODUCTS, LLC. - -: 9�,t F(CI 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . RIOF ,7._, ;LO twann ti cHor (KMe COMPANY •eoo s.. [, :TMn �,r a"4•R nNn+,•a r F MEMBERS TO BE SOUTHERN PINE ND 2, 111 SPECIFIC • ' \1 a, w- us .., La i„raa: (em%Is 3a+ rw 20-175 -i(v.•)iwP-e tsl SI�JYL�A DENSITY OF 0,55 OR EQUAL. r_, - `•a,._- '""'""'•"•'" „e,.� L+Nw'r f%,-1%fOn)'• IIf11NRR /9A'•N U.C/DMR Iw rr4 A Hue w rc 'n"" Tian I. Lr�ce ALL AMERICAN SHUTTERS AND GLASS , MAXIMUM Al IOWABLE 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ j DESIGN PRESSURES: a. - - AS NOTED IN DESIGN DESIGN NEGOATES::S) SU04MULIL�CUS 27 WIDTH UNLIMITED fPOSUSt WAtTH TNT59YSTEM 9MALLt]ETERM)NtD PEF 0 •i W M a� (PERP, TO PANEL 5PAN) (9,tpPAtRRANTTF 1! IN ►�NG�I�3C !tY WIA7NA6THE DETFNMINEDG��,CORD'RNCE H Q APTER ffm jI TDP MOUNT (CONK yF( CN TYPE AS REQ'D) SECTIONS ISM OF THE FLORIDA BUILDING CODE SHALL BE LEER THAN OR EQUAL O THE P06ITIVF CR NEGATIVE DESIGN W> u q OPTIONAL /'-A 4TtTCH PRESSURE CAPAOITY VALUES L157ED NlReIN FOR ANY -{''- DOLTS WITH WASMERED ASSEMBLY AS SHOWN. BSa.c - WTNONU TS FASTENED OVERLAPS 0 MIDSPAN (USE GENERAL NOTES: OOO W 1� APPROPRIATE SPAN TABLE) a "¢ 1. T2ab SPECIFICATION MM BEEN DE9I13N41 ANSI 944ALL ME fABkWATIO IN e w ACC,0:rC6 WETH THE KPWIREMEKTS O TH F IOASUIIADIG C00E 'lr W SEVENTH iOT70N (3030 TOR Usf iN670E MIO OIIT'StOE OF THE NUN PDI DO 7 pv r«Y TA5.201 202 AND 401 T�ST PILO T000IS. CONTRACTOR SHALL INYt9T GATE 6��EEE444/// rip AND APPLY, C01FoaP/11 pjO ALL LOCAL gU1lDW6CODE AM NOMENTl WMIC Y `S4AYN MAY RE ANECFUDVSRptlNOS3L FATRlG4 HAS BBIN USED IN THIS C DES7Otl OF i'I,IIS systeN. S. l'H! A NiTECTIf eGINEER OP RECORD MK THE PROJECT SWERgTAUCT4RE WIT"p7 RICH THIS DeSIGN IS USED SMALLFEAES►ONSNLE U FOR THE INTFX.R]TY DF ALL SUPPORTING GURFACRE TO ?HIS DESIGN WHICH 0 F COO 1 A BYTHEPERN7TTINGCONTRAr TOR, / 4. E EAN!1W / {) 1. 1trAPATl sITe•SIECIMI SIALEO r'NGih CER2nG SHALL et REpU1ACDm ar g01'TOM NOUN T ( ORDERTD DEVIATE FlIDN U) a Demi-crON6. OR SPANS CONMSNED •1( $' ,, "MIA.cONTAT T290FN MARE FOR ALTERNATE SPAN 7' ULAT70lN8 AS ti (CLAN TYPE \ L MAY e! ReurW20 RFQ'D) E 148*94en 0FTAII,EO"CAM IS GENERIC AN D D06 NOT F ROVIDE a�.l ,3q INFORMATION POR A SPECIFIC. GOY" MR ERE CONDITIOxB UIMERENT FROM W O NpLf y' RETHE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED g w MAY DE AT � AMrTECTSHAUP EPARES]TESPECIFICOOCUMENTSFORUSEIn DOTTOM� ` -'�/O ,i7 tbwuNC'fION WITH'rHis OEFCUMENr a 3 RE D NMAXIMUMT f� I TYPICAL VERTICAL MOUNT ELEVATION }I s U�'�p }YETiDEEgDgDeYD'AE s�"36EICY�MgMFcgiOR U ikojLl , E0 A 1 N T 5 EL@UAITON DTHEV%P1, FA5W11a, 6MA)IL AL72DMIUTK�'PIAMP OR OTMlRW2GENOTED CORROSION-ME61S'rANT MATICTUILESERIACLRA6ryDSHALL iOMFLY I 9EELIFICATIONS IA INC. 4UANY AP UCABLE FEOERAIr 6TATE, AND/OR ANAL CODES QATIDN, , ALL STORM PANELS SMALL t! 4G T!lL. t•0.014' TOP MOUNT a 7 s Ln1aY R / U UML UALITY Ty e STD N AYANUT C AT rNNW TO ASIM UM STR R 0 CONK PE V 37 N 1 W bTRL, G6a GAl ANI:CO CD11T7NG WITH A MI U M Ma W. e9`a AS'REQ'D) (SPAN T„x" NE S0. 7+LL AWMIMPRVAUS30NB9HALL EE606)•T6�WM3MUM ALLOY. e UNLESS NOTED OCM P r141. a 11 ITN E BOTTOM DICTATE. PAILS SHmVN MAT BE ED VE HANGED AS Ft[lD DpTyDpl CORIJ1 IONS ASAgri PAMELS NAY SE N WNTId) VERTICALLY OR _S 12. ISNTALLY As A/ppUCABLi. J GLINT12. CONCRETEANCHORS No7EOJJJJ (CORN li NDK-CRACKED<ONCRFTEONLYLNSFALL ALL CONCRETE ANCHORS PEq AS p1, TT NA UFACTUAERTi1R C MNh5G N N)3],THEG13KTRACjaRro RFBMNBI�LE TO INSULATE ORIRL7rEtTALL MEMBERS FROM ASIMILAR MITGRIALG 7O PRLiIFN7LECfROLYBW.IC INElR9lALAFFI%EDHERETOV MATESSTRIR'TURALDESIQ4 AS EEq } O (LOCATION MAY VA0.T7 SHOWN ONLY. USE OF THIS HAOM SPECIFICATION EN N ER FOR ALL C •L A, 4 q In1 W yI HCLUDING L A SAVEE HARMIlSS Tel! ES REL ER FOR ALL CAST •DAMAGES a q' Y' Ip 3 INCWDINGLEGAL FEE5RNPELIATEONSRUCLTINGFROM MATERIAL FAIIJUG8 w r-f WHICH Z CPL AOfOA E0.OTIOL, S CONSTRUETION PRVICoon & ONREYD THATWMICn IS S OF r8R6Y LOCAL, STATC, A FlDFRAL CDOEY Bn10NYPEDMATiDMSOF THIS PLAN. D) 3E.WM"ARNTELIL ALTnAC 5 AFE9LSNGS O ARE IN ENDEp O f IL ALTEPATIONS. ADDtT10.NS. DR OTXBi MAPKIN(S TO TN$ DIXUMRrt' s ARE NOT IeRMIlTEO ANO DWKIOATE Tn15 CDR7lFICA7tON D 6 SOMET MOUNT (LB17. PANELS 9H (SPAN BELOW PER EV,*BE PERMANENTLY LABELEp-Wrilf A PRMAi10N;DNDIUM OF (1) LABEL CDERY 2 D rWET; ONTA1NmGTHE FOLLOWING m ESE! i TYPE AS REq'D7 OBSTRUCTION) rWTAACSSST ARUr BEA(:X F1E0.5 AHD GlA9G PANELS MAY BE INOTCMED 45 REQUIRED. OPIIONN•)G•-Zo STTTCM FIbRIDA' AOOUC1lIL0-1D�VAL NURSER (.O.aW,riMnx OtMRDTf: PROVID91 THAT CONK@CfIONS AND BOLTS WITH WASHERED t ./ ANCHORS AKE USED WHICH SATIS% VANGNUTS FASTENED B 20-31543 SPANS ABOVE BELOW OIISIRUCTIOVERLAPS O MIUSPAN (USE - APPROPRIATE SPAN TABLE) VISIT ECALC.I0181548 ■ $ram - VERTICAL MOUNT ELEVATION P1RlrsYD:frvn&l AwIF ,�rWn .A A1% Nwlt%i.V•YI {� z NOTCHED PANELS)« e,� ■ liti'leelfN.T 5. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 A G UGE PANELS Ma41MUM lTORM►ANU SEPARATION fWM GLAIG (IEVNI. WINDZONF 4 i EssclrElu PAOLRIM AIARIIAUMA Oupll 1 A ,Ell l NSIALLA1gN5 tE9! INEF W1T10N94,'REA RRESNIRE 30' BOVE GRADF MAN 7N HIRi 1TMN A T AaOVEGwW[ I I+Sn IIMNn I f a ISOA Nr SD6 3461n Y __ F AM 8A6Nt .i N !30 I 7 6 :IrAN :: rMI:UULC NLJ I CS: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD B PANEL FAST04ER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE ►OR USE WrTH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 PANEL FASTENERS' ARE STUDS USED N COUNRION WITH ALL MOUNTING EXTRUSIONS ("r-TRACK, STUDDED ANGLE, FTC.), USE MIT 0C , . PANEL FASTENER SPAC TABLE VALUES FOR AU'N`- AND "U'-HFXIERS (INCWDIDING BUILD OUT CONDITIONS) 3 UNEAP INTERPOLATION BETWEEN LOADS IS ACCEPTA43lF. OTHERWISE USE NE%T HIGHER LOAD. ' 1 INTO SPAN SCHEDULE WITH POSITIVE OlSTGN LOAD TO DETEKMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE 15 REQUIRED FOR USE WITH POSIrTVF LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. FINSTALLATIONST f TH HVHZ AND OUTSIDE ESSENTIAL 3 TI TIOUTSIDE 0 E O S OFTI FACILITIES IN ASTM WINO YOKES 1 THROUGH 3. THE GLASS SEPARATION ZEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE TECTED OPENING IS REQLI rAAn. 9prwYma. N •rtu,.nr+".,. Mute MINIMUM ALLOWABLE SPAN SCHEDULE L OP MOUNT .Ypr ,,pp 1111 � H" 14.e.r 0" 24' 4" Eknr A V N..d. D' c" (r 2S" 24` Ir ale 2e IT 2r 23' 2r r. Z 2r5 E V H•sew P 0' 0' TY Ir ? 4 T T TA' 0- 2 e 27 29' O 2.96 Stud Anift 13" T i 11" 3t' It- 7Ir 2Y' W It` p' BvYeuut "r Tr•CA 2 �' r ltr b Sb Tr 4e r 4tr 30e' 'ST � '� S7 3P - Jr- 11' _ zit' 91' if- 65" 31- �R t1Wd IW. 2S tT' 11' TP 30' it TJrw nAo u+l 2r 2 r 24' !0- AB' $7 2P 4r 2r 4t 90' 57' V Wa M D" a P n' 24' 26- 2! ff 7r 2? ' S 'r T'•aK 7r• r 24' 3a' Ar W NE, W 2e s0 53' jrR m r IT 1f 3Y' 11' 3a 2i' 11" 37' "L Tr•cA 1S" Is- ire' 1- ST Jr 61r• 3]' 2 SNN4 •vQWx NMf AME MINIMUM AIInWW! lreN6 MYO:.. 1 CCerk_no. Or MWNHNA to AT r iN ..011rf 6S'HAN 11[ NOTED IN T401F -R •NI Nor rwemoM; ov ire eoxfaM Nn M N .r ARr IA •x t ,r �x 1TA TwN nar Wnw MN i NO lM•NAelW r,rOPlSNY3lf AEQU lD wxt rWf ilb IS Lib RF'+EfCm Vf MormnNc CnRrtNAntIN •WtT - u r5F i C Al rDOU1M IN IA01 ARM. w1•Rk`I 1 fITX 4U5 R tW R! rM LM+L 0 r C% 1[Enfants (I I MwxmNc I:DNOLn }K, ateynrD 1lMNAY1OM FROM QAF6 kL'AlL R NA Dn•IL '• V•10 NXT •ila ilD D EG P • elf •l rti mix tlea (WnH M WIrHp/f STC" MLt51 wD 14q •4Ntu� • ppTn Wf]n P•xFI .Aar As a. t9'Oc Fla / 12 S Or Z 5 r4Nfla lY1P SI«N M' M1 WMUn UlIIY[. Tait b I W Ii« OrrONN fnr DR BD17rlr1 nOwAfT rMi Q -' priW r•a IMw pFTAR Y'1. +rsliK.NY Ir0UM11rrG LS,NmW 4WWt. ,N rMA.Y puWRA'F. � L NAL INTERIOR FASTENING DETAIL_-_ N.T.S. LU9ej �y� Elfin N YC J v Z F. Q I11-nn Rj, iAs* nAM4 ]rIf1N1[e IRON IxtMIOP EJ Er � 3i W r" •�� a t' •9. K`20. 1•i3 GIVE".M rat J MNfSw 71-1 a wTwrNrINVT J Q Jl1 iNlWf fp C • kt 15 - i 4 '70 t ' MKJIIx! 4[AFw .MGNA/ • 12N, w ptl' 1 on Necn riorlr. Y i2YrnalloNrouH.r,._N 11Ej 1 1 Lail- f vutEl r lII ` � x ' •mreP wanr tcOxN niN 4s •eoP1 �) 1 � � '•I' tNPtG e g 6 i ''•Wr cram ran. wT ay P R 1'. l6MSNAt NN'rQ,ID •- PI hG eArsn coxaeeerac%a Haww 5EAI2ND OF rWl n,< vuue of xmur„c. n 0-3 543 2 1. NO'OD r4AMiN8 4 r rti. •• r. 6P•CAL •NWW1erfM In t4M% rwiRtl M OPTIONAL EGRESS PANEL DETAIL L6 INTERIOR FASTENING rR/ NO xAReO C •F ro iDr '1I 2 09 D.094" I 7 260,. fn tao.o94^ A94" •� D050 2750" 0,750" 4,125° 6:094" T� Sza' A• ¢i� Tzq q Las" $$ 1a GA _Qi! n'P 'vi TYP wWuuY of- FG.025' T T o.L.--•_ ': a m = s . 0.094"" t" w ' t AlO" 1:930 1 �D. Dy .175 I. lt3 zODtl Y s t%.121• I' " A4�M' NEIOq i„•u• t,rl,eEp II II 0.313" ( 3.380" MAX) l " 1�,067" 906a" 25MW 2A20° ED-DUr V HEAQER -I 2.0oo, zOW i- 4 = A:IJ-PAH CLOSURE TO L7S" 2.000" 1- rrP a�)AX(O1L E0m] gr ow Sri E � yp� W 1,BL 1.560"1� �11.1fA^ 1Ir110 12.SOd19ANEl COVERAGE--� 11.A7s' FIANELLEN . C 0,365" 0.376•J7•�04 2 LI 0.179' aF..(S5' 4,19tL �s-IryI ,r 0.5bs5" I rl i' I IAz 'n i 017s"y I- 0.01y7,�• OLgp^^E M^ [["'�5c m T Lin O, 0.ISO' �g.S�! 4150" 0.210' f0.O5d' L.a07' �'t9i' ♦ 1 Y Ned .$ O M CA PANEL T- OW" T-�•D.09D' OtRECTPN �j o. T'FO 50 XLs oOBS" 0271.0 -� R0.135 '705'J In ,D LArvr 1, o�g. TypY 0.700, AO�OQ�^�ryP. rsv 9UEA 1RAEK �''Y• m�li�p 1•J--- O.D90" LRE MUK 3 1l 0 376- DISC- C .. rH �-wY'Ptn.T.: �T LIc o nA -'a tP[til 4 q A d F MOr 'Y'tI Lti r nA, .1 i-7.000 0.175•' �1 aemgsrn a J Q m 7IAntw anti su.r AWO 'r ANtli - fE2rTExoinl `( IJ�sB 53 -OVERLAP t IY117w 'I•,Y lalPn Iz1YN•rc LJI g !9 - 4" MAK. /.\ CONIEa cupygii WI!L l^l D.1SirJ 's^Irr .:o•rnerr MAX. rz.Vu.'LVA' - C r ,• rrnn �� ,mil Nnlm 11 t•P ru YT.-"N%,►4YKT• HM SF- r, .,rwnw � �.25•NAY, a1r..mr•Mn I -,..I r.} BffILD-OUT �urAx1 a.� a-.nY rm ,n}�A ]•Lit ., Y4rM Ocs7 Ce tx AN .. tr w $g d o a 'F�A•,r, .-. t Nn r LowC 1OUfRDIDIA"P rYl . [. ] J f {S P y PM[7FD NSW IV',AI wC 2 i NP tM:O :2eMAnlr :s1PHIRt 7rm rain,��t1�' '1Ff- NF 4J ,r uuM •i wr 3.820 �,wcY^r' A e1 K'•6'auun.r, Y.KIC•0 A>. A• _ WANT J`zs'MAN I v w•Ir 11 i18.n 1.500" q y - 'w'N 1r FNJ.T O M ."�T:. •a Lnl'.9 .V'Lit ,:T A.AN, SSW `' V : 1 1 .•L A 4i: _ MIN E D B iE( lN1f_SLV,o. i., tYl r.A M4Tf > ray rMAX. , ta•fu .Meta rH•u n CORNEA QOYilAIE DETNL MIN. i3OW ( i' '" .} «" •'s. "v' 'a '-.:: ^i.rwr EMBFD -rr. i iiir.^.m-" i PRAY'° v-Nslb1 fi �7 I.; L°l (1 TMF MOUM CIOSURE,DlT•yL \%HT.e 4nHM11 ,roreu•Tm K9T.N.1'..ir �� E11) xx pp u �IEF 6M ¢E�BGRRI C�Ij El WmMNanfRNR.rYIUNDr. ' 20-31543 FAA r pi cL Irt ig(ip_rl yr 5 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS • 1.2 5' I 2 CE .S L97G DISTAN 1• s + MAX to s. WCNOK' potx"Ka M[ UP TO O-6' I WON Up To V-SeNNUP70lo' I., GONN DIP! 41 C2 C3 GA COIN rare /CONK TYPE CIL2 C3 d C C2 h C,id..v 0DnOm 13 5 16O 4.7 1' 99 3.9 A „ 0.6.a 12.4 I80 Al O NTll iI w - '. _ T�, 12.5" 76.0'• ILA• d0' 12.5" 16.0" 9.1" 5,5- 12.r 16.0" 2-1" 4.5' 11, 16a l0.1' GA" 12 L Sao' B.A4" Ili 5" 1 " B.S' E0 5,4" 12 It Is.a• 4.r 63• Ills 161011 Ad" S.A. 129" ISO" R]` 3.41 12 S' 16 1 o" s.4 • lzs" 6 0 e,l•• s.4" Iz s" 16.0• 9.1 s.4" EE�'r��� -N.• Ifd uN r )3 1 .5" a laD' Iaa' 18.rT 11.5' 1E.0' 1st " 13.0 l2. S" O' 1 I6 3 4 10 t" OrnNT u TRAr,Ox 41 L 4a 5" 3 1 .9' 16, B' 3 1' 1 z-S 11 -1411 lea 11.9' 23 Ir 32 S' 7a0"L 9 123" Ie0"Sl A" 93" p....� S1 11 Y' 1 1)N O' 1 1" a l D' 1 19 it ris' iff0.1 A Bf 71 a 5 36. ' S19" as• 2 s° iA,o" ai.A 0.s Izs'• 36 0' I"'.I'll. V I// YI7rgr'' MNI> E1 N.`?_ 0lI0 9R lM.v..v. a..ronL.r 41 48 31.9" Saa' All 11.3" SAD" 112" l].4" 12 3" IIIn' 14 D" a2 r 16. • ia0' SE "" 1 .3" a 0" 12.6" .6" 12 B ,V 1 a0" 12x9" 1 It 11.5' 36,0' 15.6" 73•Y' S3 1" 1s a' 123" Lab' II 1" 16 e' ]2.9" ]p.s" q, !! 12.5 16.a' !44" ]12 Y/ 11.3" 16 0" SLT' ON' 12.9" 111& 12." 10.4" IS.,..1 "1, "1 T IJ4"]-.N4'rMnMr Is W, 1R.o 36 111 32.! ]fo 160' 1•.7 1];S' ] _ 1 . 12.E rAuri'�I,t 41 111 1e.01• 140' 16.2 S2.S" 14... SS.r' 334" !z9•' 1 .0' 1T6•' L ,1" 2. Y a' I f e 0.0 iA ' i3.! ' 10 S' 7' 2 ^ la 11. 1 1a A' SSS 11 " 4a X 6L 12 S' 16 0" 76 D' 73,0" 12.5 16.0' 15.T'12.5" 16. 0. 2515111L.21 1 16 ' 7 E•' . " its" I6 0- as 5' 1 211 72 a.S* WGE OUTANC& 2nritUrCNDo I3 a29 107^ a 9' 7.1' rNAtL luw:[rp 43 e.2Y 6.1' 4e 6.29 Lt" 52 6,211' 6.6". 72 ,J••e ,.1J• ININu 3 33. IE. LE 6.7 a2T r S.2 10: IDWNI,rI IRN:U4 Al iTY 12.]" 0.2!").!" B20' 9.4 32lio 6.I9' 1D,C• Glf" AI" 6.29` 9, i" m r d'N- 4•r4nMn, I 1 .5' • •0• 7 73S TfW &S. TAPCON 43 LT SLIP ' 15, 0.4• S.B` 6.25" 10.1" 4 1.01' 6,29" 10.7' ,l 4,0' %2.!" fa.X• 5.1• S.0- a. 5•' 0T•' ILA" 4IT' 623^ 107, 47" 4,01• 45 ��.....,.•,�� 32 S' ]2.Y' 4. ' i,6• a2 ' 1 L 4,L' a 6.21" TO.1' 4,] 40' 9 7. 41JE_ IS•' 0 7' 4 6 25'- 0 7- 4.2" 4 " t4"""�� 1/A" x /fR' fnMHt 41 12-Y 160' 12 .T' 6 ' i AI"' I S" 15.G' .S' a9 1 9 l 7 1 2 AU Fomrs SOLID SET` f1 12.S 16 a• 9.7" 7 .- 1215' 16,0" ?,1- eJ 125" IS D" 7,1- 6.2" 4a 7k 32 S2 S' 3d0' a4" 7.2' 125' 16.0 77' 11 12.5" 16.0" 7.7' 6,2' Nr1 O'iSA 72 1 s' 36C' 7.7" Ill 12.1' is 0" 1, " 11. S" 36-0" ,V •1I1,. mats 7 1.9 16.a• 6.4• $.a" 61 I1,5' 0.4 4.4'• a29' fO.T' 4, D' 3J" u.wul M-W, 43 12,5 13.4' i2"635' ai" ].6' ; " AT,F` 9Y LB" T-Y• 4S 6. 1 /' G1' b.2!" A2' t.5' 1 ' 4 a25" 92 0.s' 1T 2 2 e ' 14 7 I 4.3 A ?4 S2 e.' AS 7 33• Sit .Q 7LS• ].]" 0.2Y' 'AY �j Sr MAR OLREON ARCNOR rREBWaE N'� n -I I' 1N I v sir' of I `Ile GDEra TT•►! L'eSlN me CORN TAN[ FT7[ a Q Ca C4 CY CZ Ca CI C3 C2 CA C4 x i' . 73 I2S 6 0' 16, 9 0 10 12 V' 60 " 1 0 a 7 S 760 6 6.7" 'A', W'rrW k 125 100" too. ee" 12. T. to a, 11.0' 61" 12r' 26.0 ]49 ea' U 12.5. 1 0" 1G0 7.' 12.s la0' U]' 6A' ITS' lE EL-�N'•�' SY ty S 16.0' SA9 .O' 8" i2. ISA" 14 7' 6 0 1Y.4' ]GO" 14 ]' e.D" T3 a:!• is.a' It?- Sil 233" to Q*1 L4.7• so` iZ.T, to-0']4.T' rfw •1411 L C Ga. It L2.S fi.V1 a0' 0,1" 1 1 32.5' le 0' ll 1 7 0' 77 !' ]ao" 10.6" 6.2' WOOD 5caw /7 121 .5 aI'' 3I6d., ab" 12 S' 16.0' 9 7 S 6'" 12T' 1 6.0' a7" SA" 40 1. '11' 69'9.65"r O p 52 72 1Y' LAIV, 1]° 36 ' 061, 6.6" 31.9111,60 fa. ]c ]" 916' 5.61 12 4' f..a. •.. !.6" .01 0.6" 5.6" g V4"n I -lie LMPre 13 12311 1 0 1 12.5 16;0 L7. ' 12.5' 3 .0 10.2' TAP CrUl •crAA• 41 11.0.' 111. 12.5' tiro• a l` 12. sA` 9.2- y ITT T iomsa 13 5' it's, B Ili A 16A' 30. ' i 4.5" 12.5" 16• " 14,0' 136 9,l 2 S' AI•' 3 .9' 0' 9.3 r6.0" P" r1 L3.r 160' 9.1" 53.5. 1a0" a:i" 12. 5" 2E 0" 91• I x'6' IED ,+ 22 1 s u.T 6. i.B• A ' i s.a it 3.S lea• .0" 19' 42.! 1E. S" IA' 41' a7f" 11.4' air' •.1- A,I 1"IM141- 41 I2.S ] A• 1.91• 9.0" 4`29' ti.i' a.l' 1,0` A25` 12.3' 4.T 40- WOOD THI c 49 52 1 " A " 62 1a a 1 " i 5 25" 12.I' • ♦.0 s29' us' F" ♦v e.rr' ixr 4r^ 4a' I ez1^ n.7. 4v' •O• LrIaBRI 22 ANCHOR NOTES: I AN04OR SCHEDULE APPLIES TO ALL PRODUCTS LERTFTED HEAeIN, BUT ONLY PROVIDES MAXIMUMALLOWABLEARCHORSRAQNG. AAA] MUM ALLOWABLE SPANS AND PR[SSURES INDICATED I N SPAN SCHEDULE SHALL APPLY. 2 ENTE0. ANCHOR 501®ll1E B4S[O ON PPNEI PAS7ENER SPACING, TN6 EXISTING 9TPUCfURE MATERIAL., a AJKMY.7R TYPE SELECT DBSIGN LOAD GREATER THAN OR EQUAL TO NeGATtuE DE51GN LOAD ON SHUTTER AND SELECT SPAN GREATER r WIN OR EQUAL TO SM Uf7ER SPARES ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION tIeE MOUNTING DETAILS ON SHEE7 2 FOR IARTM IRS' AM OF ODr USED I N TYPE). f" "PANEL 71JOVEBR5' ARE STUDS USED IN tbW UNCTION WITH ALL MOOING TA EXTRUSIONS F 5 4 A FOR •r-T STUDcrtD ANGLE ETC 115E fi 15 O.0 PANEL ASTYNER P LNG TABLE VALUES U ( N/IIX, ) ALL "H" - AND "U'•HEpD[0.5 (INCLUDING BUILOOUT CONDITIONS) 4 ANCHOILS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S, MOUAW DLCK,I( F1QST STRUCTURE 5NH LL CONFORM TO AGTM 090 (RALl4 6NDYIMUM f'riBEDMENT SHALL BE AS NOT®iN ANCHOR SCFIEDULE. 7 MINTMuM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRIOC, AND OTHER WAU. FINISHES WALL FINISHES SHALL BE UNITED TO 1/4' MAX OR SHALL BE VERITED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8� CONCRETE ANCHOR5 NOTED HOLUM SHALL BE EMBEDDED TO UN•CRACITD CONCRETE ONLY 9. WHERE EXISTINGSTRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY MAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD ACCEPTABLE FAR SIDE PIEC LS 1DWHERE ANCHORS FASTENTO NARROW PACEOFSTUD FRAMING, FA57ENE0. SHALL BE LOCATED IN CENTER OF NOMINAL 2- X 4" (MN,) WOOD STUD (),,-EDGE DISTANCE 15 ACCEPTABLE FOR WOOD 5Tu0 51-IALL BE FRAMING). WOOD "SOUTHERN PINE' 9-0.55 OR GREATER DENSITY, LAG SCREW SHALLPAVE PI4LLIP3 PA HEAD OR H HA N ARE EI( NF.AO, 1 L. B A WALT 9AN€l1NATE AU-POa7T5 SOLID-SE7 A BRASS BUSHING REMOVABLE ANCHORS ARE. DE A L2 MACHINE SCREWS SHALL HAVE 1' MtNtMUM ENGAGEMENT OfTHREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD DR WAFER HEAD (SIDEWALK BOLT)) U.N.O. 13. M NIMUM EMBEDMENT AND EDGE DISTANCE E%CLUDEIB STUCCO OR OTHER WALL FINLSHFS. 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 13 * DIRECT MOUNTING CONDITIONS le LINEAR INTERPOLATION IS NOT PERMITTED FM USE WITH THE ANCHOR SOIEDUIH LISTED ON THIS SHEET 1 20-31543 1 J Q� Q_ V) W U � O Q- C= O O C U 'O 0- U) O M (n O Q Q Z O >� C� O O LL O > Ln M O n, lJ �V t-F- co /Q� r..N•r,� C G yid W •y [O O N 9 O N d � W N V r=_+ Q - 3 m 4D a • tJ O � C O C � O d el O Cn (D r(3) re v ) _+_J Z3 /�� � V 0 Q �J 0 a_ U W ■ Cl W Z Z Z Q J SHEET NO. SH 1.5