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Home My WebLink About38222 Fallstone WyINDEX OF DRAWINGS SHEET DESCRIPTION likl�-Cr ,, SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN ABBREVIATIONS 12 13 ROOF FRAMING PLAN UNIT -A- 1532 ELECTRICAL PLAN AB orA.6. Anchor Bolt FIX or FXD Fixed PWDR or PIPowder Room ABVorAbv. Above FLR or An Floor RA or II or R.A. Return Air 14 UNIT B- 1516 ELECTRICAL PLAN AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill 15 UNIT -C- 1624 ELECTRICAL PLAN _ AFF or A.F.F. AHU orA.H.U. ALT or ALT. Above Finished Floor Air Handler Unit Alternate FP or F.P. Fireplace FIR DR French Door FRT Front REC or Rec. RECEPT REF or Ref. Recessed Receptacle Refrigerator - 16 L1 - - - - - _ - —_ - ELECTRICAL SERVICE PLAN ------------- ------ --- --- LINTEL DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing SIN STRUCTURAL NOTES BF BK SH or Bk Sh Bifold Door Bookshelf FTG or. Ftg. Footing FXD GL Fixed Glass READ or Req'd. RM or Rm. Required Room ❑ SN1 — - — DETAILS BLK or BILK. RI IN or RI IN Block Bclm,u GALV or Galv. Galvanized cr mr c r cene.�1 rr +. '4- RND or Rnd. or, . 0 n Round n-„-I. n --- :-- F� � r � r �� S3M _ MONO DETAILS Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRIG. Bearina GFI or G.F. I. Ground Fault Interrupter :I GT or G.T. Girder Truss 1! GYP BD or Gyp. Bd. Gypsum Board VB J409-R&k.- IRS, R/S, R/SH or R&S Rod and Shelf SID or SID. Smoke Detector SGD Sliding Glass Door qW al qIkAhl z OMNI OMNI no] I 0 Mi imom . RM I in MEN MCI 0 OMNI I NO DETAILS DETAILS 0-11-all Will I! Q 1-- - Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower ST STAIR DETAILS - -- -- _-. - -- -- - - ------ Hand- - - CIR or Cir. Circle HH or H.H. Held (plumbing faucet) SL or S.L. Side Lights SS RETROFIT DETAILS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications _______ CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir - D1 FRAMING DETAILS ❑❑❑� ❑❑ ❑ ❑�❑� ❑00 ❑❑ ❑ ❑❑ ❑❑❑ ❑�❑� ❑❑❑❑ 0� ❑❑❑❑ ❑❑❑❑ �0 CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) WP WATERPROOF DETAIL COFForCoff. Coffered or Tray Ceiling INSULorinsul. Insulation SO orSq. Square ❑❑ ❑❑❑❑ ❑❑❑❑ n❑ ❑❑❑❑ 00 R❑ ❑❑❑❑ ❑❑❑❑ n❑ ❑❑ ❑❑❑❑ ❑U ❑❑❑❑ ❑❑❑❑ P❑ COLor MCol. Column INTorInt. Interior SW Storage ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑ PA1.0 PRODUCT APPROVAL COMM or Comm. Community K/V11ALL or KlWall Kneewall SW or S.W. Shear Wall ❑❑ ❑�1 11 r1I 71 F7 �� o❑ 0 0 0 0 U7 11'�' 00 PA 1.1 PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space I, SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar PA 1.2 PRODUCT APPROVAL CONTorCont. Continuous LAVorLay. Lavatory TEMP or Temp, Tempered UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A sH1.o HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile ' LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or DIA Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder $ UNIT TOWNHOMES SH1 3 HURRICANE SHUTTER PRODUCT APPROVAL DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring _ _ _ _ __ __ __ __ _ DEDorDed. Dedicated (outlet) MFRorMfr. Manufacturer TRANS WDW or Trans. Transom Window SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DIAorDia. Diameter MManagement (room) TYP or . Typical " " SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DISP or Disp. Disposal MININ or Min Minimum Uoru.c. C or u.c. Under Counter UNITS A-B-C-C-C-C-6-A DIST or Dist. Distance MIR or Mir. Mirror UCL Underr9bir^t Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Note"`OthArwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or0.E. Owner's Entry VL orV.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DIN or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer r ELECorElec. Electrical PC Pull Chain W/orwl With F MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet)' EWorE.W. Each Way PKTorPkt. Pocket (Door) WDorWd Wood y THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Headera� n T J, R E V � w ASSIST � Inc. FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet 1 9 ,�� C, ", and approved IS SIGNED AND SEALED OR WHILE FDNorFdn. Foundation PLTHTorPit. Ht. Plate Height WMorW.M. Wall Mounted (plumbing fixture) call 1,-1n r- 7 CURRENT CODE IS VALID FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) - J for cor.o« �.ti �� _ ;� y® CODE REFERENCES ARE SUMMARIES ®E;fp� �1 y tom, '2 y� o FIN Finished PT or P.T. Pressure Treated WS Water Softener �CiltlOfl b� -" OF CODE SECTIONS. FIN FLR or FF or Fin. Flr, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 05-21-16 1. 00 NEW BUILDING CONFIGURATION It is the intent of Designer/Engineer listed in the trof 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 12-2 8-17 2.00 2017 F B C CODE UPDATE 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 0 6-2 7-17 2.01 UPDATED PER F D S REVIEW 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 12-19-2 0 3.0 F B C 2020 CODE UPDATE the information found these plans should directed our Office at (407) 880-2333 immediately. No backeharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 02-16-21 4.0 E N G . REVISIONS PER TRUSS E N G . Payments will be made in accordance to the terms of the agreement. 06-15-21 4.1 STAIR SECTION REVISED PER C.M.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 NIT T H 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. e �Y�:A �. �'asa45�C��'Fd •.. • cli • `EC Pf 4 s,. `f I a r� e N v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WN Q M O J W V N O 3 o N � d ib. f/i Q 1 o i V 233 i aj IN C J 5 LL O W CalLL 9 x p LLI Z @ 0,1 a O vYi L "o 0� O 70co O Y W W t` m ��pj6' W w m - N Z Q O J N d U Q 5 U U Z J to ❑❑❑ Z N M O g MID N ❑ Q V Imo. N N _ o � LLJ U 0 N ❑ V) w o I- w U" (J y _ C.) o m o � w Z M CO o Q _J c� E Q ® �o SIB Z <N z0 v ca X ao U0 °o U — C o O< 0 oQ Z (113 Ito ¢z ¢� ww J ro B CO - 0 z oY �o m 0 0, Z 05 Qw Z N °oLL Z ° 0- < �w vQo wLL >° Mill o co w ziaF < OU R: o r > d' ui rn N (� Fco N o r C'V r in O O 0o N CD CNI Lid 00 E -E Z c6 Z E N r= a U -0p JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 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 & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. � 1/8" SAWCUTx 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w cry a CONTROL JOINT DETAIL SCALE:1 112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'.0" i I CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xVV1.4 W.W.F. A aa . . — .. da .. e a Q. Q. d ° a a Q (4) #5 ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 11111111011 SECTION A -A 4 6 a a 4. 0 T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT a a. \CONCRETE SLAB (F'*M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" SYMETRICAL 18'4" J 18'-0" 0 18'-0" 18'-0" 01 134" 3-8" 0 T-8" 134" '-0"01 T-8" 134" '-0" '-0" 1 T-4" J T-8" op 40 VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C L AC PAD T-0" x T-0" x V-0" L PAD PAD L PAD 3' " x S'-T 14" PAD S3 wl (4) #5 E.W. S3 S3 4 �E. ) 2' 0" x 2' 0" x 1' 0" HOSE HOSE 2' 0" x 2'-0" x II A" 2' 0" x 2' 0" x 1' 0" HOSE 2' 0" x 2' 0" x 1' 0" 2'-0" x 2'-0" x 1'.0" HOSE w/ (3) #5 E.W. wl (3) #5 EIBB.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. BIBB CONDENSATE 1-1 CONDENSAT CONDENSATE CONDENSATE (— LINE -4" ELEV. FIN.LINE I I I LINE -4" ELEV. FIN. 1 I I I LINE 4" ELEV. FIN. 1 I I I LINE I -4" ELEV. FIN. I I Q _ A w a CONC. SLAB o 2 I w CONC. SLAB I 2 1 w a CONC. SLAB I o 2 CONC. SLAB 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" 3'-10" 6'-8" 1 -0L. -8" T-10" 3'-10" 6'-8" '-0" '-0" 6'-8" T-10" L. 3'-1oilL& 2'-8" 4" 4 .4" 4' ■ ® ■ ■ ■ ® ■ ® ® 11 Ell ■ 11 PROVIDE 1 %" RECESS FOR r 1 P OVIDE 1 y' RECESS FOR r I I PROVIDE 1%_RECESS FOR PROVIDE 1 %" RECESS FOR 1 o _ _ SLIDING GLASS DOOR. REFER -I - TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I _ t — I I -� — — — — — — — SIDING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH _ _ r I I —I —]— — — — _ SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH _ I r — —1— I I SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LINE FOES — I ICE MAKE CE MAKER E MA ER ICE MAKER D1 L 00 I I - C I I _ C9 I I I M D1 � I I D1 I M co I � I D1 I M co I I M I D1 I I I Fo %® I S3 : �J 1IL 7 rIL� S3 S3 I I I S3 I I 7J� j "01 II( / L/ ■I � TIIIIII1 3Y" MIN, 3000 RSI CONC. SLAB FOR II r 7 I 11 �III II II I � I,I"tI 1- HOITY N L 2500 PSI CO SLA VISQUEEN APOR BARRIER J S DBL. SINK C.J_ �$POSAL DBL. SINK w/ -1 DISPOSA(_ - , ,- 60 DBL. SINK DISPOSA _ _ _ DBLSINKw/� SPOSAL � -I I U TYp@ 2-STORY UNO. r-) I I J IL IL_R r) I I I_j r) I _j J =` E: ] E: 5'-11 5-9" 12'-3" 5'-9" 12'-3" 12'-3"C 5WIIIIII11D '-r910\D— I WP01 W01 1 d Cj C d zo iD 14'-6' T-1 T-10" 4-2" T-10" 14'-2" 14'-2" T-10"co I1II1 Cl fIIII1I1I I 0'-0" ELE . 0'- " ELEV. 0'-0" ELEV. 0'-0" ELEV. FIN CONI. SLAB FI CONC. SLAB FIN CONC. SLAB I I FIN CONC. SLAB c.J. a — --IIIIIII —■■ c.J. —�I�IIIIIIIIIIIIIIIIIIII c.J. _ —IIIIIIIII L tIIIIII11 —� `° GG G I I G @UNDATION @ FOUNDATION IIIII I @]FOUNDATION I @ FOUNAT�ON I 2,0 16' 2'0, IL 16'-0 2 0I I � tI -- ®■®® L J L J L J L J I co ,co «Q0 I�l\ co IIIIIII1II IIIIIIIIIIIIIIIII F_ ELEV. APPROX. 1-1/2" BELOW F.F. \1 1� ELEV. CAN BE NO MORE THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLD] — FIELD VERIFY LHH CO / I `° IK N I� W.H PROVIDE 1/2" RECESS FOR19 DOOR. REFER TO MASON'S SCOPE FORW 2' 1' PROVIDE 112"RECESS FOR LFRONT DOOR. REFERO 2j" SPROVIDE 112"RECESS FOR LFRONT DOOR, REFER TO 3IL SIiI1 PROVIDE 112" ORFRONT FRONT DOOR. REFER TO _SC _I 2 10s MASON'S SCOPE FOR WIDTHID FM24 MASON'SSCOPEFOR WDTH MASFN'S OPEFOR WIDTH 01 FM24 ® ® ®■■■ 4'-0" 0" -0" -IELEV. APPROX.0" BELOW F.F. 011-1/2" 00 I co ELEV. CAN BE NO ELEV. APPROX.C) -1 -4" ELEV. FIN. SLAB 4" ELEV. FIN.LO MORE THAN 1-112 CONC. SLABELOW TOP OF 1-1/2" BELOW F.F.to 4ELEV. FIN. CONC. SLAB -4" ELEV. FIN. CONC. SLAB PW01 W1CONC. 0 EGRESS DOOR MORE THAN 1-1/2" 1� C.J. THRESHOLD. FIELD C.J. (VERIFY C.J. BELOW TOP OF C. J. THRESHOLD. FIELD . . 1-1/2" BELOW F.F.Lk_ 11 _D _ V-4' 5-8" 7 ' C) VERIFY � 10 � I ELEV. CAN BE NO k I11IIII 0 T-" x T-0"x 1'-0" MORE THAN 1112"I wl (4) #5 E.W.(i) BELOW TOP OF S3IIIIII1I1III S r 10 55 THRESHOLD. FIELD I 555 VERIFY5 1 I co —o IIIIII o SEE S-3 FOR S3 T S3 ■ ■ "SEE S-3 FOR S3 RECESS OPT." _-- RECESS OPT."L 4-.4 -1 ® Ell HOSE 2#5 ■ ERTICHOSE HOSE777 VALS ■ 111111 (2) #5 VERTICAL S (2) #5 VERTICALS BIB MIN FILLED W BIB W/IN FILLED CFI BIBB BIBB WIN FILLED CELL 1 8'-0" 1'-8" T-6" 8'-0" -10" 2'-0 8'-0" V-8" 8'-0" 1'-8" 11'4" 11'4' L. 64" 1 V-8" 6'-8" 6-8" 11'4" 7'-0" 1 22'-8" 18'-0" 24'-8" 72'-4" FOUND SCALE: 4"=V-0" ��v a ✓,ATUAL RE V,EW ASSIST eo�� Sit Inel for car�.pir�:, ;'Ate'( - Edition by Debi, ;,- -INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 STEEL ,TION PLAN ?7 roved �, 7th 1. CNJ � \ r0 r.- o U�G G;. d 9 0— rZ.3 tot To 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 Enginee s signature and seal. N 04 � W QCT:) E O OU N LJLL Q C,4 N b7 c 'd in °� o w EL M Q 13 N aNi OT u_ LL 3 - 0 a w ZI � � o z W W _ � N (O o � 5Z) wi O m W IL ILLZ -�azmu L, m Z Lij d o zN O U < U) J 0 W ❑ ❑ ❑ U o S CDz Q ri- z CE / C n ' W �N 0 o C w u owo N �N �y N i- U 6 L!J — }_ a� U o y L+' U) a°1i Q Q N 14I� O c0 W coco zo 3 z i U_ E n o oo ¢N oi ca. E o -� w z z® oa (U g0 ¢ ¢ U O 0. O E o ro cV d O az w O Z ww L ¢ O m 0 (� Cn C Or U 1 O O, J N m Q W 1 cn a) < o< Z z ao W o Z w� F �o O CD a= .° T N c6 r co CD N_ In o Lid C m g 00 r N N a-•+ CN Q n C� < L ! NT LO 00 L E w c o Z co Z E O m a 0 _j Q o JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =V-0" O o 80 ih c,� MIRROR \\ I_=_ { I �I LJ � 7 1 U BATHROOM 2 SCALE: 3/8" = V-0" 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 "I WITH CASING (AT2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER `P \� SLOPE CEILING TO MATCH STAIR RISE F. FL. M M�a 18 17 16 � 1 1/4" TO 2" DIA HANDRAIL NO 15 LESS THAN 34" 14 NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. HA HAND RAIL w METAL HANDRAIL BRACKET BLOCKING AS REQUIRED WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20 X 38 181 X 37 S.H. 14 20X50J 184X50 S.H. 15 20 X 63 181 X 62 S.H. 16 20X72 184X71 S.H. 1112 271/4X26 26X25. S.H. 11113 27 1/4 X 38 J 26 x 3711 S.H. 1 H4 27 4 X 51 26 x 50 S. H. 1115 271X63 26X621/2 S.H. 11-16 27J'X72 26X711/2 S.H. 22 37 J X 26 361 X 25 1/2 S.H. 23 374X38i 36JX373/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 373X63 36JX621/2 S.H. 26 371X72 367'X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 i WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. F. FL. 8 2x STRINGERS 14'-2" TYP. STAIR SCALE: 1/4" = V-0" J O Q 7 W 2 6 z 5 g 4 eo 3 - 2 , F.FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND SECTION 3" FROM EA. END. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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 9 1/4" 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 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 7314 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 318 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 clear 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 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 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 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. A o S3 co a o 18'-4" V-4" 13'4" 01 VERIFY AC PAD LOCATION OF A/C PAD HB iii II:: OUTDOOR �.� ■� 1on is no: �■r m m ■■■ m ll .11 m �u t.i 1 1 062 inn! iii 0 O -t:i ---LEANEII O= N (n in � DINING 9'-4" FLAT CLG. TILE 0 FLRG. LINE � 2468 REF 3' 2" 6'-7"' o I O O I uJ 0 1 10 KITCHEN Z 9'-4" FLAT CLG. TILE SI NK w/ 1 D/W DISPOSAL 100 m---U L---� 8'-0" 1 6-0" T-8" 16" CNTR. AT 42" o W A.F.F. 1/2 WALL OA NrF V- --------Qiil- Up _- ` 4 3 4 b)i 00 `° A. GREAT ROOM 5 6 TYP. U.N.O _ff- 9'-4" FLAT CLG. CARPET _ 7 13'-8" - o 9 CDS3 10 11 12 o OLUM)O M 't' N 2x6 WALL 6'-8" 2'-8"4'-4" 10 NO UPLIFT* - ® Q - - S4 - - -- 00 N FLRG. LINE _ H1 N J-©j�fp� Q 1 TILE - N I� N FOYER 9'4" FLAT CLG. A.2868 g = TILE _ ao = EDGE OF SLAB 2" o? LL T.O.M. � BEYOND WALL10 W.H. 9-_4' 7'-0" O 2'-6" © 3068 BUILDER TO A.All PROVIDE APPLIANCE 2'-0' 4'- -0" PROTECTION I WHEN 2'- " 4'-8" REQUIRED PER EI�T Y I FBC 9'-4' GLG. A.F.F. 1-CAR ARAG E CQNCRETC= ---- - 9'-4" FLAT CLG. v ® IM CONCRETE 6�, IIII _ • o 00 � N N 00 O 16" SQUARE - �- CMU COLUMN _ r - - - - - - - - - - ------� 00 I I I I 00 I I ■ I LINE OF 2nd STRY. ABV. %I- - - t - **NOTE * I 00 p I BLK. WALLS A RE 8'-8" TALL FOR "A" LJNIT 5'-8" o I FROM FRO14T OF 00 LID GARAGE K TYP. @ I S4 GARAGE 8'xT GARAGE bOOR /, lij 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" EWr1111110. D1 140C REV 10.1.20 CAB 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. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-1 END ZONE, THE F-- STUDS WILL BE DOUBLE STUDS 1 " E @ 12" O.C.* THIS IS ONLY USED FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN �O 602 50 r r I, I 29 0 10 0 M V Ili, p ATUAL REV, 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) WITH �J EW @ 6 O.C. OR SINGL STUDS 10 - t 011 PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" T-0" 5/32" EXPOSURE 1 OR ot EQUIVALENT. G SCHEDULE FOR ATTACHMENTS- V-4" V-8" T-10" 5-0" T-10" 2'-8" © O I MOD 25 SH MOD 25 SH (39"x59") All® ! (39"x59") 4A. EGRESSI EGRESS o '_ I OWNER'S 55 - BEDROOM D1 TYP. U.N.O. "cb" 8'-0" FLAT CLG. A. I CARPET cN o - 0 N o0 _ 17'-8" io � 6'-4" 4'-4" T-0" M.C. ----- R&S A. O. B T H I 22"x3s"- - 8'-0" FLA CARP CLG. ATTIC T ACCESS �� 1 V I 1 _ CV IIV 00 \00 FLAT CLG Z M ov co r-\ N I 8✓�" N ICARPET I PWO1 L v_ ( TYP. rn �= O R&S N �� 2868 5 %"\a' A.® 6 00 ' I 7 E TO T 00 Z0 A. (o 8 :60"x N AHU 9 - 101 r � OWER PA I 10 - -- R/A 11 rn 5' 114' 4'-4" 3�-4., 3�_8„ 00 LOFTII 13 `4 I 8'-0" FLAT CLG. 14 b F, LO - - I ( 00 CARPET 15 16 I o0 Zo 17 UP 18 7' A.F.F. u 0 '1/2 WALL _ ro CAPPED T S 5'-4' CN 1'-10" 9'-6" O� - 1'-0" in 2668 CN O 0 BAT 8'-0" FLAT CLG CARP - M.C. T o j8� I WIC 1 8'-0" FLAT CLG. CV I CARPET 2668 v 061 N O - L----- ---- BEDROOM 2 - R&S 8'-0" FLAT CLG. CARPET - - G.T. r - - - G.T. -- o - MOD 25 SH ( 39" x 59" ) EGRESS 3'-8" 3' 10" 3' 10" 2� 40 4' 0" 7'-4" 5 0 - 00 7'-0" 1 V-4" Co LO ASSIST : Assist, Inc. 18'-4"01 raves � - -1 ,W ,4 d a Pan. '�:,1't�vOil :plPte an p for conf:pl�� : �11i 'ii the, `02 711 rF7'0 7 th Deb ne 500 Edition by -� �'-'� 2ND FLOOR PLAN - UNIT -A 1532 SCALE: %4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO 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/ 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.P. 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 CONIC 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. N . o 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. H W a N v E C, C,s 0 N N OD N N D_ m N N u) Lo m a ¢ L` a N S J (q LL (u i O w � w o' a J W o o Z r �o" u)i L O 2 O off` 6m ' °. W IL IL Z m w w � N Z Q O J N O U ¢ S U J fn W ❑�❑ (D Z N th o g N z o � � Q ? J r M N z a a) (h o to 0V) .) u) U W J - - E y U oo I C ro -wo Q o /0 o v7 J w M M w ¢ o � z Z U_ Q E zo �o w z >N o a U SIMON&< IF o< O raN � w o <o� M w ]NONE �t ry W C z = Y `0 o J a ° az �z w W N oa Z 30 ONE LM U < LL �o �w _ 1 o az <a 0 -o w zl°d IQ o c •2 r N >� I- ai m m � CC>T (D U) CV O r c O CV � T O � O 00 r CV N O 4--+ O CV 00 L ! T Q O Z M Z E O iri co m a- Eo U _JQ a ai 0 c a) JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 3 v- (V M OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR �.._. -_ N TOWEL BAR F M _ � ti o o o Oo � - IIII : , I � L Lii I (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. i BATHROOM 2 SCALE: 3/8" = V-0" 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) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 J 181 X 3711 S.H. 14 20 X 50 J 18 17X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X711 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X382 26x37i S.H. 1 H4 27 4 X 50 e 26 x 50 S.H. 1H5 27aX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 3617 X 25 1/2 S.H. 23 37 a X 38 J 36 2 X 37 3/4 S.H. 24 37 J X 50 J 36 2 X 50 S.H. 25 37 Jq X 63 36 J X 62 1/2 S.H. 26 37JX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 5221 X 25 2 S.H. 33 54 X 38 8 52 2 X 37 J S. H. 34 54 X 50 a 522 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 J X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. rj Ifo DRYWALL OF Lo 5 Lo C? co C0 co D CU) O (DLn LU -aE�„P:o 1 1/2" MIN. CLEARANCE i� 17 1 1/4" TO 2" DIA 16 HANDRAIL NO i 15 LESS THAN 34" i� 14 NOR MORE i 13 THAN 38" ABV. CONT. 12 TREAD NOSING HAND RAIL 11 10 METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL. 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR DATA: 18 RISERS @ T153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" CASING (AT 2nd i FLOOR ONLY) i 3/4" PLYWOOD i DECKING All i i i i i F. FL. --- - - - - - - - - - - - - - - 18 6 � 5 Co 2x STRINGERS 14'-2" STAIR SECTION SCALE: 1/4" = 1'4' 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 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/ 112" 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. 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. 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 aright 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 clear 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. 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 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 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 °P TYP. i0 18'4' T-8" 13'-4" 1-4' VERIFY AC PAD LOCATION OF A/C PAD i. HB an I On sm solo 1111, a.. OUTDOOR LIVING ONE ■■ 1 ■■11 :II :II ii iCONCRETE6830 iiii ■■It• ■■ ■ 2'-8" T-10" T-10" it 1 C 6068 SGD 5-SH I REF 2468 BF 6'-7" 3'-2" 7'-11 " I 0 O I 3 - Q KITCHEN DINING 9'-4" FLAT CLG. o 9'-4" FLAT CLG. I TILE TILE SINK w/ DISPOSAL D/W r---J aal I I I I L---J FLRG. LINE _ o� rm 2x8 WALL of on cv nu LO L-16" CNTR. AT 42" 1/2 WALL A.F.F. r CAPPED I` 1 UPS d i CN GREAT ROOM 9'-4" FLAT CLG. CARPET - 13'-8" 0 GG S3 C9 2x6 WALL 4'-4" 2'-8" 6'-8" *NO UPLIFT* 00 - Q - - S4 00 UJ co FLRG._LINE_ • _ 00 H1 _ _ TILE C71 _J LL LL U) I FOYER 2868 9'-4" FLAT CLG TILE eo 00 EDGE OF SLAB 2--T W.~ H. N BEYOND WALL 9'-4" � T.O.M. O T-0" 2'-6" BUILDER TO 3068 O PROVIDE APPLIANCE PROTECTION 0" 1'-8" WHEN REQUIRED PER 4'-8" 2'-0" FBC LO ENTRY 1-CAR GARAGE 9-4 CLG. A.F.F. 9'-4" FLAT CLG. g - CONCRETE CONCRETE CS ° o ` O� F- r- O O 00 iO I------- ---------- in in LINE F 2nd STRY. ABV. I E ~ T - 1 I * NOTE** I � BLK. WALLS ARE 8'-8" I o >04 TALL FO "A" UNIT 5'-8" I O0 o>04 FROM FRONT OF00 q C.o I GARAGE I - LO K @ I H GARAGE S4 HB 8'x7' ARAGE DOOR 1'-8" 8'-0" V-8" 11 -4 7 -0 18'-8" 8'-8" T.O.M. T.O.M. 18'-4" 1ST FLOOR PLAN - UNIT-B 1516 D� TYP. SCALE: Ya'"=1'-0" 140C REV 10.1.20 CAB 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. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ @ 12" O.C.* THIS IS ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSI REFER TO SHEATHING SCHEDULE a 2nd FLOOR PLAN ✓irks°ag W Assist, Inc. Plans �>?�:t/lever ;OI .plated and approved for cornoijc:,,;c, v,,A,,n the-, 2020 7FFO 't Edition by Dear_ Ann, N � ' ; P%',2300 - UNIT-B 1516 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET H SEE SN SHEET M140 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: e 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 518" Type-X Gyp. Bd. or equivalent. is Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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 riot 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/ 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 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 x4 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. ' • {�CV �4 Qom,••'•*•,..,.•••°�• v Illi� OD 3- LLI CLL Z _1 U) I co 20 00 0. E ONE ONE L 6 Cn ECIO 050 co CN - 77 a) LCIO CD 0 N ih 0 c� OWNER'S BATHROOM SCALE: 3/8" =1'4' MIRROR O l +O� +r M TOWEL BAR 00 -_ -00- 4-160 +- o p 0 0 M st L!J_ BATHROOM 2 SCALE: 3/8" = T-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" \ \ \ 3/4" PLYWOOD DECKING F. FL. F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ --------------------- 18 \ 17 � \ 16 \\ A 15 14 13 12 11 10 TYP. 2x STRINGERS FILLED CELL LEGEND E 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 Flan (Flange) g) R.O. FRAME (Fin) TYPE 12 20 X 26 1817 X 25 S.H. 13 20X38$ 182X37i S.H. 14 20X50$ 182X50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 182X712 S.H. 1112 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 a 26 x 37 S. H. 1 H4 27 J X 50 a 26 x 50 S. H. 1115 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 362X251/2 S.H. 23 37 4 X 38 J 36 2 X 37 3/4 S.H. 24 37 J X 50 J 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 1 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 711 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 71 DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 1 F. FL, 14 2" 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3" ROM EA.. END. HANDRAIL AND HANDRAIL DETAIL STAIR SECTION SCALE: 3" =1'4' 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 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 6 5 (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. \ \ \ \\ w U z /-CONT. HAND RAIL w U 0 Q c w z_ I oN I 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 clear 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 '/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 3/8 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 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 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. c cc -4" VERIFY AC PAD LOCATION OF A/C PAD HB 1 An(' RF\/ in 1 gn (:AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'4" 2x4 SYP #2 16" O.C. ( )>9'-0" SPF #2 2x6 SYP #2 16" :O.C. ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o co CONCRETE co -0" 16'-8" 6'-8" T-10" 3'-10" 2'-8" �* o 6068 SGID "a� H � ! - '' ■ Ili 5-SHNEI C O O r� REF I 2468 BF co I ao Z 8'-3" T-2" 6'-7" o I XA O - DINING N KITCHEN w �10 N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE Z I I SINKw/ I eo Zo D/W DISPOSAL I zo I I o O �---� I I I FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" ;n f v � A.F.F. 112 WALL � co CAPPED i:o r 1 = II UP 2 co N I 3 Zn co GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET eo 14'-0" 7 eo to o 9 PW01 D1 10 _ GG 11 TYP. S3 12 2x6 WALL 7'-0" 2'-8" 4'-4" o --- F_ ,n _ _ _ fb C° *NO UPLIFT* PW01 FLRG. LINE Q '0I� z D1 S4 N r V V f�» _ - V - TYP. N FOYER I N i Ca H1 I _J TILE o 9'-4" FLAT CLG. I' 2868 Ar TILE 00 0 80 � EDGE OF SLAB 2" o? Z0 9'-4" BEYOND WALL T.O.M. T 4" O 2'-6" M 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION �? WHEN o REQUIRED PER 2'-0" 4'-8" FBC 1-CAR GARAGE 9'-4" FLATCLG. ENTRY CONCRETE 9'-4" CLG. A.F.F. o � CONCRETE in 0 r------------------T LO I I vo I I �F I I o? I I I I °9 0 O0 j TYP. @ 0 rs I GARAGE N. ` I I K I I og ■ S4 N CV 1 ST FLOOR SCALE: Y4"=V-0" yJ�GARAGE DOOR � 1'-8" 8'-0" O 1'-8" ViRTUAL REV!EW ASSIST' 1V-4" Virtual R' ;,W Assist Inc` 18'-0" Plans, R,,vleV',;' m eted for corgi oi� � 4c, ,,!� i the : F. PLAN - UNIT-C 1624Edition by Dei�h:, i�ri-� J0 2ND FL * WHEN THE TOP OF WALL IS GREATER THAN 9'4% 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 IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH - WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- SCALE: Y4"=V-0" OOR PLAN -UNIT-C 1624 OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE IN SHEET OH 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 flr. 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" r■■■■■■■■■■■■■■■■■■■■■■■r . • , l��r.■u■�r.��nr.r.rn�nr.ei • • 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 CONIC 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. i \ lJ `p 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 sonnly for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N v W ao N E � O W (� o N N o O .01 :? 2 2 VIRTUAL REV,EW ASSIST Virtual w Assist, Inc. F ve Plans W:vEew ;oi pieted and al for cornpil 66 ;,"h the 7, F C "th Edition by Debc:, 7" ✓300 1st FLOOR BUILDING PLAN SCALE: 3/6"=V-0" Im � v%zvm h." N� VL % wwwe 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, C11 W c'4 0) E U M 8 UL 0 C� C, 0 C (0 W- ('13 �!! 00 s5-ti Cn co q LL —j - - I A, M LL LL D� IL —.1 z FU r 0 .0 ca W Q C44 0 0 W z LL IL U) M LU - z un z 04 < W U) 0 0 U C) < 5 U) < U) V) 2!D M Q) ( - 4-1 LLI 0 �V) L.0 U) ca L.0 U, < LO 0 C:) 0 < U— ai E 0 U5 WO zo QN U 6 CL c(D E 2 X, 0 <- 00 Do 01 0, XZ C,j @ w 0 ra <. Z < OY Yd .0 1, O� ZF 0, Cn 10 M 0 0 0- 2 < Z CD CD O 0 Q0 R .0 > CM C1*4 c6 IT- E C.0 M C) cv-> 0— LID Lr> 0 L) LID C m C) CD 00 E CN C.0 C)O 9 U) L00 E . 0 z co z E i6 E -j < 0 1 -j JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 6 1: 1 1111 li—IF—TT- — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2nd FLOOR BUILDING PLAN SCALE: 3/s'=V-0" v2 2 2-1,`22 V— FTJAL RE\).EW ASSIST Inc. Plans -JIP'Lerl and approv( j t' 1 ) � `7 t�L� - �- -7 far co r, p - tN Edition by Debr.3 C:> 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 Engineer's signature and seal, W E 8 ci 0 C04 CII 6O C) C 0 W 00 a. M- 004CD C "4_ L-,j ONL� 0� CL 103 —j Lu z CY) 0 Iq - i:EA-Rz��Xo M (D M M C14 00 W W 0 LU z I IL -—C4 z Lr) Cl) z C'4 < or 0 U J 0 0 U) QD < W Ln 0 4- 0— 0 V) U-) U) LLj E < 0 CD Cl) z 0 z < ILL. EO E 0 55 z 0 0 z Z < C, W 00 C1 C:) E < 1.0 0 0 0 C'4 0 ' U) C: < z 0 C' 0, C') Z5 zo W z CD .j CD co < 0 0 T— E2 >a, rn co C-1 C-C) c6 "T— E CD I ICU CD C1.4 CY"> LO Lr> 0 CD IM CD c co C:) C) U-) �t Liz 00 U 77 E 0 6 z M z E O v E 0 0 < -a M (D JOB NO: 22-03339-03346 SCALE : AS NOTED_ SHEET NO. 7 T 0 EO T.O. F 0 - 60 T F.FL. T.O. fv F. F L. 9,. 0 B KEYSTONE DETAIL SCALE: 1/2"=1'-0" A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.0E- 12 -]4.0 FRONT ELEVATION SCALE: 3/16" = 1'-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 01 A TT4 2 2 '�,RT,AL FF.,'.LW ASSIST I ':�� Ass;st Inc. �irt� :�` ;pleted and apl for 141En the 2?027 r Ir s� Edition by Debfa Anne ;--. -;r P-, 230 REAR ELEVATION SCALE: 3/16" = 1'-0" T.O.P. HDR _ F.FL ni n unT I. A ° FLU . 6 Ir��tatllEElac� ��` 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. N v n W q a4 v E O N M O J (J LL 0 N O a.,m W r- �_coNam 7 lf) CO M r fQ �N- o� o # Q C LL J W LL -c o. Z m O u� L 40 0 0 D Y' @NO O = Y {:� W W _ m w p O2pjO' m LU Z IL - " z WO LID ZN O U < J U W ❑El❑ M z N (h O O O z � N z Q J — d � C7 N z a CO (1) `o LL a--J c LLJ O N LU o c y v� �s r- U � W m E O N C � N Q O N CA r� o C.0 z M zor 3 J U- Q E 0 E z o g0 O LL 2 � > QN Z Q M � _Q XOU U OF �UU Q Oa o E O O °z Wo 0 ¢ a z ¢w L � n3 ❑ z 3a m 0 o o� z N J m ¢z 2. zo Q U M- � G LL d W W ao �- CD JW 3 c� o wa }° C V zla a 3 c � T rn >� m cry U N CIO r � Q N_ Ln LC"> o Ln r CMDCD CV N CD Lo r 00 LO o Z Co z = E � v; a E' U -i Q p JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 8 CLC A 00 00 O o 80 co FL. IGT R. o0 00 LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" J 1 2 n�2' . General Notes ROOF CRITERIA: 12" OVERHANG U.N.Q. 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 Covering 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"-1" 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 C1861. 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. I 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 ViATUAL REVIEW ASSIST ®J(f'ta :l � _. '.w Ass;,st, Inc. Planplep�ted and �r��}ed r Corr ral.e��tr;d;`#ii the% f l�l for a. 00 Edition b .a C'A w °s ••p.'.i .aaa 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 Engineer's signature and seal. a W Q N E ar: 00 O U LL N O 0 w r o w 00� N d co 00 q n O Q (n--tia 1 N O ft Q LL Qj M t 2S fn C J 2 LL O W CULLu- i 12 o —�� aoGo a t.Eo� � r o W C6 Cp m w03 w ILZ_ i � N Z Q N mIL Z Q O ��L�U) W I M � N M o g � o < U t/1 -1 �4-1 o _ C ` V A O N �Ln ,,, o �y N ~ CO P— c }— J E 8 i 0 tU o m co ®® Q 0 o co w w Z o� S z Q Q E O E �o sLL >� z© v CK) "d 00 0. &¢ S� Q o M [V Qz w o o ¢ ww r L U) 0 hm m 0 0, Z v U:)cn —� aw z 2 Q p ¢ z a Q U a �F rr o oz s3 o �v °< a� °� c .y r > d' T 1 L � rn r r CV � CD r N C117> LO Ln C: m o 00 E N O o +-+ N M r 00 E E O N 6 Z ca Z Z E O N M @ a E U -J Q Q c JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 9 GA FILE NO. ASW I al I PROPRIETARY* 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. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as Indicated by dashed fines to sketch), As an alternate to an air space, the steel components ere covered with 6" wide battens of V2" type X gypsum wallboard or full sheets at 1f2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wail faced with 1/2" regular gypsum wallboard each side of assembly and 3-112" glass fiber In stud space on both sides: Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC......,„................... ......... 1" DensGiassO Shaftilner NON -VENTED SOFFIT UnKI \/CAITCII onl7=1T KIOKI VCAITE:r) COCCIT NVIV-VIIV I LU QVI I I I z HOUR f 65 to 69 STC FIRE j SOUND A r41lvd(�� fA ,' %y i } t--- Thickness: 3-11Z (Fire) 11-3/4" (Sound) Approx. Weight: 9.5 psf Fire Test WH1496-1290, 11-15-94; ITS Design GFNUA 12U-04; WHI495-1295, 3L15.85; WHI 496-0743 & D744, 1-28 & 3D-86; ITS 3160814C0Q-00Z 8-30-06; UL R2717; 04N1K03115, 8-18-04, UL Design U373 Sound Test: RAL TL10-291, 8-31-10 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ourrl I -- — — EXTEND THE (2) LAYERS e �• ' — — — OF 1" THICK USG GYP. — — — WALLED. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA VE PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN PROFILE OF ROOF TRUSS TOP OF PLATE BEYOND FIRE CAULK EDGES AT EACH SIDE ROOF SHEATHING TYP. 2x6 SUB -FASCIA TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 2 Hour Fire Resistant Soffit — SCALE: 3/4"= V-0" 1 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. AInKI %/CAITCr1 OnCCIT ourrl I ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. -------------- NON-VENTED SOFFIT 11VI1 YLI11LV VVI 1 11 ViRTJAL REVIEW ASSIST NiirtuaO As,Sict, Inc. ,pleted and a e plan. �?f:�lev'a dOI 0 r- �' for cor�tol��;: t;� �fiJ�h.iI the n th �� - NSUOff :fit NON -VENTED SOFFIT ROOF N ' s � a e a 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 Engineer's signature and seal. H v 04 w '.6 N V E O M 8. J LL U 0 N 6 OF N N_ L 00 M Q Z—a0" c J L l ". O W LL K d JLu o O Yn r �0 co 0 3 (6 O N O = m W r°�6x6' m Lu w ILIL Z M 0 Q 3 z N Q g O 00 0 J U) W ❑ ❑ ❑ CD M V N M O � Q J Q N r N M cc V O Ch lL O L I ,_„ o rn ass F— U L J s � U L i z® �L. N I o N N G U)co m r� C] co W M o3 Z LZ O ❑ O }ZZ Q N E CL o <_ Z f— C x dF 0, AV O N¢o z d Z .O-. 1.- Cn 0 y N 0, Z H m Q W z N o< z go a V ¢ O H = �3 w= c� F �o CO w< �0 r_ a V' za ij� c .S T _CO N C7 N N i O �— CIO O i CV n o L! I T � m O 00 E NCO CD d- Ln OO r at E c 6 Z Z O E E N E c c Il U Q U JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 10 ¢�r w C C LL VI]Lfl LOW ROOF / FLOOR FRAMING PLAN SCALE: %4"=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 1 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 H 10A 1040 1015 18 - 10d x 1 1/2" RT 16A 1020 1160 9 - 10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 112" 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 x1-1/2 K HD313 * 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 2 112" SIDS 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" SIDS 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" SIDS 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 333 222 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32)16D S I N KERSI& (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME ViRTOA'- REV I ErW ASSIST ✓[rt�' al ; f. >W Assist, Inc. Plan: �� .,� v�%`30� ,pletcd and approved for cor ol� roc ��:as h the ,'r 20 �� C th Edition by Debra AP!! 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) "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 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (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 / 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 (B) 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, (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 1 0 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 R 2 PLY CARRIER—f (A) x CONT LEDGER 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 HEIGHT15 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 [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 1 -60.99 1 -60.99 1 -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: 7/s' EXP. 1 (24/16) or 1V32' EXP. 1 (3�'1s) TILE 1%32' EXP. 1 (33/16) 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 1732', 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,C 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]-[12:121 W Hill. W INJ N Q I s 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. e�!p9 rI v h W'm Amok Q w E O J O (J M wO V 0 W N - a? co Nara C? 0) U) CT 4 F- M 3 C /N Q r J LL O w -j, - � LL w —LL a O Z Se °2' °' m w w Z IL4Wi � Nz¢�� zN O C) v o W QD M r O ON Q a � U) Vcz N L7 co p�(y O 'i1 LLI � f0 O Nam✓ �N w p .Na'.. ohms ibiU"0 — — E t 9 _ aj loom0 o N W y N o w M M 09 z z J (B E Q O U �o sLL z ¢N z© ca ~ � O U O O oa z ao °o< a az CN L ¢o �w w� f6 Cj)z z Y m 0 0 K Q1 J mm �� ¢w �z 0¢ a0 >>3 f2 3 � cn w ao �z �- o wa -o C co c o T > �t N C� s6 CV Co CO co , Lf r o C m CD o N C:) N O CD N Lo It L0 � m w ? Q o Z Z E Oc iii co c E U _j Q p JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 11 ROOF FRAMING PLAN SCALE: %4"=1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT W ASSIST Ass+st, Inc. ~feted a appal, cve 47th ita ;i;c , I a _ y Debra ;. ' 0 I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SIDS 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 SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR SYP vn SPF FASTENERS CONNECTOR SYP v SPF FASTENERS 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 - 10d 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 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" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS 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" SIDS 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" SIDS 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" 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" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3 D SIWKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (19) 114" 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 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (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 / 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 (B) 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, (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 w0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (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 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H 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) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 7 HIP -35.94 -49.57 -49.57 -49.57 _�> 10 GABLE -38.22 -38.22 60.99 60.99 -60.99 78.58 e O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 2r 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 2r e ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I (1 n SHINGLE: %s' EXP. 1 (2Y,6) or 1V32" EXP. 1 (32/16) TILE: 1V32' EXP. 1 (3311'6) 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%32', 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 a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ttt11ai1!!9; 6ii� NN C V �••— �s+ (L � ~ c� c� B Q W W U _\® <1 z r .� F LC) �iQRQFESS10N0, o� 2'''iIfl t►►Iaaaa,ott�`e� 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. M v ti Q N D � E # 0 O ° LL V C N S .) Y ao N Lou ,0r- N R cn C) M i co N LL u_ LL O W . J rl' d a Z r @ (D J Y O 0 W rn2rn°� m co Lu w I IL Z � N Z ¢ R J o U U zN U J W F-1I]❑ as Z N M O � z � N z o � Q J E3 N M z V v 0 0 +-1 U O � N F-- (7) uss v RigE C w =ai S U o N c u' m O ® 0 N m r` o m w Cl) a3 z U CD-C) E C) z o > a� CU XOU ()O C O E ON &¢ a z a oW a z L o 0 ¢ o tt� '0 - Y OZ 1 z U�J 010 z cp 2p LL dO z W aLL J wW >° Mj o o a§ °§ •� T >� C*14(D r W E CV co n O �— co \V CV o L� 00 N C4 N CD CD 0 Co f oO LO r w o Z m z E O ri N a E 0 _j ¢ o JOB NO: 22-03339-03346 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 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 �IQW,P. WEATHERPROOF DUPLEX OUTLET 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 ?4 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 ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D 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. 0 THERMOSTAT ELECTRIC METER ELECTRIC PANEL _i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR ELECTRICAL SPECIFICATION NOTES: 3" VTR AIL ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE I OF FIXTURE TO BE USED. LIGHT FIXTURES I I SHOWN ARE FOR LOCATION PURPOSES. I I OPT. I I LAV LAV HANSON I BOX I 3„ ;\ I W/C LAV T SHOWER TUB/ DISCONNECT W/C SHOWER O — ------------------------- 2� OUTDOOR LIVING 3" end F LVE R C.O. '\ �` W/ p SINK INSTALL LIGHT ��yi> ROUGH -IN / Jr 2„ FOR OPT. LAV 3" FAN/LIGHT �' WP ��2,. j H I GFI ,70 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 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: 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% 1 5200 TOTAL: 31768 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 1 200 AMP TER MA N 1-0 A P Serial Cable NEMA 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 OTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. \db GFI I DEDICATED IGFI RECEPTACLE FOR I MICROWAVE b OWNER'S D PER DINING ` RANGE HOOPECS BEDROOM /,>ROUGH -IN KITCHEN) � - � FAN/LOIGHT F --- I I \ I JF I O r1 J - GFI-6 --- GFI ------ SWITCH FOR-----------t DISPOSAL IN CAB C.M - O. BATH I UNDER SINK \ W/PC I \71 L LLJWIC GREAT ROOM �� 1 /,^ROUGH -IN\ _ �' \ I 1- FOR OPT. �H \ OWNSTAI <� fi'-->FAN/LIGHT 1 = W P. I / C.M. UPSTAIRS I I T II no FOYER <,- ' O I I I I DB ENtRY I WPo- LIGHT AS b GFI DB & GFI TO PER SPECS ----------- BE ALIGNED / VERTICALLY GFI @ 44" ` \ ��WH. A.F.F. ' \ O 1 I I I GARAG E I GARAGE LIGHT AS NPER SPECS GARAGE DOOR GFI --------------- I I J I I Ip Z I 100Q I I� U I ILL IX W I I> W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE:1'4'=V-0" BATH 2 "��17 € 1 `i V,RTUAi- REV,EW ASSIST AE7F.°at, Inc. Plaw� , ); ,feted and approved for corr.pkr ,ice tr,`I`;1 1C A(.�,� r I 0� yth Edition by Debh_l- I�I LOFT C.M \ S.D. / I ^ROUGH -IN FOR OPT. FAN/LIGHT \\BEDROOM 2 LE O O 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y"=1'-0" CV CV 0 CV r_ 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H ti W g 0 E M N LL (� N N o cr (0w � 0 N ? n 00 a o # H Q 13 U)1-- vMv 3 JI.L' _ < u- fl w Z Uc °' 'IT o O co � Lao � 0 0 0 2 1— 00 W �. ILW IL - cN N Z m J Q Z N O U v S 0 W ❑❑❑ EMISSION z N M 0 0 z N z o � J QWAIMEE& M z1CM C- CU �N U OLjj V) v g Ly N ws f6 '— u) all U g W J NNN U O c u' w o ® Q N m � o co w CJ M Z ca cL E =o z u co X0 o< uo O E O 03 a o < a z i o az J m� rp Y o o l v cL 3 oa w Zz go a �w W U oz J =3 o� o w �o zlaF < ° 3 0 o� .L >� m Z*- C7 CD o N "'> O r c GV r C m o 00 E N N Cfl � CN o a--+EE N Q CO r 00LO O o z cu Z E O N co C a E U _j m Q p JOB NO: 22-03339-03346 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 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 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 I-® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 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 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) PH] CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB 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 PM ELECTRIC METER _lO ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN �� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I f jI HANSON BOX I I lI wic LAvam, _j I 3" SHOWER 3" VTR AIL I I I I I I OPT. LAV LAV I I ti TUB/ W/C SHOWER 2n STUDOR FAR. VENTq DBL SINK L W/ DISP. LAV I W/C 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 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 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service I Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP NEMA 3R Cable #4 Solid COPPER Ground Intersystem Bonding -7 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. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS OR PREWIRE AS PER SPECS DB & GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL - UNIT-B 1516 SCALE: 4"=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. 'JiRTAL REVIEW ASSIST Virt l \P! As. Sfst, Inc. — Flaps 3Or ,pleted and a §v't for cor :Diir c� �l h the 2020 " -7th Edition by Debra 4,I ne P)'22300 ,��aF 2ND ELECTRICAL - UNIT-B 1516 SCALE: Y4'=1'-0" N fV 0 cV r, 0 0 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. rn W Q E N N w U N N o N a m O _ H N Q N n M V C J LL LL Q w LL O W E d J _ Z r rn o 0 U _� 7 Eu N p Z m Z ILILW U) c' N N Z m w Q OO J a OU v 5 v W ❑❑❑ U N M o g z o Q r` N M Z � r6 r U O V) N L) o N U) f6 r- U c w f - E L dj III I V 0 � Q N O> C:,w CO Cl) z3 z a 1_ Q E E o o5 oo wZ Zo Q@ Z© Oj I u (O o E o X &< �o < OU S< aZ �ao �w Y '0 0, z � J �OZ Cl) a cm Z �° a U < M. _ oz 3 3o wa za c r Z C E CN co L O CV-3 L6 Lr> o II n T C m O EN CO C0 N CD C_ O ^ d7 d. L-) L n T a) p Z _ E O y �, N @ n E U -1 a ai Q p JOB NO: 22-03339-03346 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 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 I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j 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 EXHAUSTFAN (O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) TD 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR JIL I I I I I HANSON I BOX I I � I I LAV 1\ PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT LAV 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 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100°% 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% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed 200A Indoor Panel Center NEMA1 200 AMP ER MA N _ 3R Cable #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. 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT `� �' WP G11FI r -I--- 1 DINING KITCHEN / -- FI l0 GFI —61 SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM >ROUGH-IN� FOR OPT. 1 CH �>FAN/LIGHT I I / 1 V DB NTRY IGHT AS 0GFI ER SPECS DB&GFI TO I BE ALIGNED VERTICALLY I I Uj H LU Z \°o �J Om I I I I I I C.M 1 UPSTAIRS F 1311 GFI @ 44" ` \ W.H A.F.F. ' ` O 1 I I GARAGE I I 1 GARAGE LIGHT AS PER SPECS GARAGE ODOOR GFI r---------------- I I J I I IOZ I I� Q IQ a I I I0 Q I IJ U I I ILu h I�r I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y"=1'-0" F_ DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VLgEV�eJW ASSIST C icl' In vAr).t`,- fedand Prove Plans ,. -�}rtth for corr.06 u.: Edition by �e�l _ �i .�,;�� .t�,�� , L00 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: Ya"=T-0" N N 0 N ti 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a v E O O co UU N J LL 5 N N O' F 5 Lo w o o N N CD v 0 0 rNi C J 52 � u u w O W a w Z �� i w2 �5'�N(fl 0 Wv) � cr m w w Z Ci (� � M ZLL Q O J JLn0 Z �3 It 0 W U) ;Z N M o g N z o � Q J I � v , M !;2! Dr, O f� w ® a 0, V 0 �N Uj g ZD U) ws I- w � m r— J E ® 8 M, L N U o c Y • 7IQ N 14 i6 o C w Cl)¢ M zo z Q u Q E o EECU �z so �� > a� ?o NONE XO &Q 00 S� O az 4 O QZ aZ J NONE L c0 in 0Y m� 0 0, 0) N oa ZZ go ONE3 w� �w MEN T � �w =r O OCID a F o T m CU N C GV Lf� r CID O CV Ln LS'.1) o Ln r m CD coo E N 00 CD rn _ Nt LO 00 6 r /1 ; V1 ♦ T Q O z m Z E O N o U J ui Q 0 c c J JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) P S METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) kL -L a/IR�T{J4L REV.ew ASSIST r ' plan: `?'. ` eted and a, the nrn-ved for cor'o+l� Edition by Oebr_, A!-,'F, r 0 ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" N CV O N ti O CD O 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. v a O C7 g N J N O u� N d m 0 4? OD a) S n 00 N m MM r/ Q rn ^ M � co J IJ- J # Q LL co v_ �- O W rr n. Z_ _ m W O y � a g j W0 = @ NCO 0 co W LLOD Z 0 L0 N m W W Q OO J N (� Q O U W O z U U) W o00 V M z N M O O O z � N Q Q � Q J — LL N r U) V /R C GA�` V O Uo —05 O W p � w 1N v , ('6 r <n U � LU E _ S zjf WINJ = L 0 o T e Li, U)s ®� Q b w M o3 z Q � J LL C QC 0 w z o �p > ¢o z0 o� lJ cu H 6OL Qz 0 O E (Z3 a F ao Q N L . rp :::, Q o z ¢w m g F o Cn � c -v 0y ° LL z z _ J m'<w �z U)� N O Ci- U a � w oz =3 o Q 0 �o O z a a= 0 C s r > ca N 0 (n c6 E N co r- CID O CV Lf� o Ln T C m O E N co Cfl N O _=3 0 � 00 ��/'� V1 i r CDw E O O Z Z O N cc a E o U -1 Q p JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. 16 O Os — OD 0 0 I - U-1 O O O O = 8F8-1B/1T 8F8-0B/1T O ® U6, e U6, a° O O O O O O O D 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © O EO O 0 8RF6-0B/1T '0, Uo", O 01 O O O O 81F20-113/1T 81F20-013/1T U6,8F20-1B-2T O O O 0 8F24-1 B/1 T 8F24-OB/1 T OO :0:1 01 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T � 0 ,n z rQUANTITY tNOMINAL OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS tic precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 flg = 3000 psi w/ rhaximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar 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) REQ'D MIN. (1) REQ'D 1-1/2" CLEAR a ° �LEAR O a .M.U. C.M.U. coC) rn i?j0X r O Pco O ° ° U) d a GROUT F QDOz d _ J ° 5 REBAR AT o (n ° O BOTTOM OF a U LINTEL CAVITY 0 W z 5 REBAR AT BOTTOM o BOTTOM REINFORCING Q ¢ x LL p o <% � ` u MIN. (1) REQ'D PROVIDED IN LINTEL 1, (VARIES) 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 L/180, 6. Bottom Feld 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 maybe 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. Lintels loaded simultaneous) with veritcal (gravity and uplift) and horizontal lateral 12. Y (9 Y P ) (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load SYMETRICAL n rD rD rD) nD rD) rD CD 2ND FLOOR LINTEL PLAN_ 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 n ( n n O E I I O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1 °-0" SYMETRICAL 51�9 ik 3�SA� . R q °6�aWtl Xa FFpa��k4 C) •� t,. ' 40 i �<• larsr)itfi)R's 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. H v ti W N E O m 8 J LL ♦� N 0 � C (O W � ® N .NO. S ao N a Z° 1 o Q 13 nl ' cg J LL O W -J W W W = LL CD Z coC: LL0U) i W Y"'q� of, 3 (6 N �_ D �y O Co � � W Z 0 � m W W 0 NZQ8J ch O (,i Z N Q oY U) O U U W vvi N M � O 2 N O � Q � J r ^ , W 0o C) J O� V) �Nca w o0 r? y c LU E L Q 0 N I� Q co W co M w zo 2 IlkQ U- ca E E zo �o o zN ¢" zp u Ica "_' (6 K ¢� 10 < O E d0 wo 0aZ r L r4 ¢ p 2 J m 0 C/) o Y 0 ZV- N m aw O- oa wLL zz 50 a mw U a? o =3r C1 � Vim-- oir. z a r o— .o T > T 7 rn ( c6 N CD IIVI Cv cvl�oli L f) o L0 T C m O CXD �-- E N N CD =3 O < L'o^ � LO OO L / N M +>. o O z Z =$ E O N M a CU E U ° N Q p JOB NO: 22-03339-03346 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 ± 2 INCHES (914 ± 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 Y2INCHES (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 18INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 TR11-14. 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 TOPCHORD: 7PSF BOTTOM CHORD: 10PSF 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" 1 Y2„ 34„ CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY 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) : 3 1/2" 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 15132" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE 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 permanent sign which identifies the termite treatment provider and need for re -inspection 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/sprinkler systems including all risers and spray heads shall not be installed within V-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. FB - R 1 B r C R 3 8 .1. 3 - Boxed areas in concrete floors for subse uent 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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barriermust be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed 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 compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be 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, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ' 2 `cL -r iRTJAL FIE V,EW ASSIST ✓ire � ac ct, inc. Plnc"' _Meted and age d for cor Edition by Delal 0 a°a>>�n1�e1aA ".p ' F ' ct `Chi' ^�slt.t,i 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. N W c E 8 N J LL Li O N � CD cfl Lu � C N N a ro N Q t N M V C o W LL J ALL 55 W a Z ��rn d 0 d' Er- :2 7 N V7 0 2 M W U5 cj m LL1 Z IL C, � mZ J ¢ o Z N oU< LJ0 W Z N ch o z N z � � Q UN to M z 0 - Q.J 0 4-1 v7 LU 0 V1 �V) LU o C N e- cn (� U L.0 J I s W 0 N II� o M J w M M Z 0 z z �i J LL_�o E �o oLL >� ao Q E w? z© as 00 C O C °ao to 1 a Z w rp U3 C: Z< � Y U o 0 N � J N m Q W ¢ ' gZ o Z z one 2 a o¢ w a �w U ¢o =Z a' z =3 01 10 CDw r� v 0 a § 03 c > d' 2 � rn � (n c$ CV n O t- CD GV LO C m OO bo r E N CO co N Q ^ Cfl Q �t LO LO E 3 o z z E (D N cn co o _0ai a U _j Q 0 JOB NO : 22-03339-03346 SCALE : AS NOTED SHEET NO. THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II :::::i::i... L.L...... j .1.......... I I. .. 11..... _ 11.1.........:. ::L[L..... L I� . L .L .. .. .I� I L...'................................l.I..... 16GAx1-1\2" LONG (3/4"-1"CROWN) 1 j. gala:: .... STAPLES @ 6" O.C. VERT BETWEEN .........I..L MAX-' .........a .f .........L ........ I.1..... 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET 11 11 I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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 IUD HOME H C G GARAGE SIDE 00 O 6-0" ¢ _ STUB -OUT FOR r -0" o 0 o GAS METER O r � o _ U O F. N • 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. T-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. "IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood 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 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM w cc STD90° CONT. #5 > . HOOK F BAR BAR — , #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN j SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. 4 max. ,T Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmout"cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b 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 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" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing J for each lapped joist. 10d nails 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) El BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — Joist IF-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate 11 BCI 5000s® 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s®' BCI 6500su 9-1/2" 11-7/8" 2-8d 2-8d ! 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 2-8d 5-8d 6" 2-8d 6-8d BC190s" _114" 11-7/8" 3-16d 3-16d 14" 5-16d 5_16d 16" 6-16d _ 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — Err A 1%2' ROUND HOLE MAY 6" Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 T--T I 1,-T'1, 0 11, ' 1!-3" 1-3 ` t,-T' V-11" 24" 2-9- 3-2' 3-7" 16 j st_ 12 1'- 1'-1" 1, 2' 1 2" 1-3' T--6 2-4 2-11 3' 7 4' 2 4' 64' any 16 11-9 1'-1,. 1'-2' 1 2" 1 7" 2'' 3-2' 3-10 4'-9' 9-7" 6-4 7-2' 20 I-U' 1'-1' 1' C' 1' 2" Z-a, 3--a 40Y' 4'40" S-11 6-11 " 7'11" 0-11." --- --V — 24 1'-U' T "' 1, 2" V-3" 2-9' 37"° - ' 6-10" T-Z' 9-4- -6' up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. RT JAL RE'-w ASSIST cS!S Inc. Joist anger ^ m�an pp_ro`reC, for COt'T`� O i l r.. ��l,ti- i .� l `•, ll he t/ 2 �.J r ° t r n ;. 3a'; ; ' m ,n.300 Edition by DebraAl NOTES: 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 %" 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. SIMPSC w/(22) NAILS T 5/8" () THRU BOLT SIMPSC w/(22)- NAILS T R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL --.-�# - Backer block (12" wide min.) �I I II it I II II I IT1=III= —� Nail with 10- 10d nails. Install tight to flange. SLEEVE THRU STEM ° .. 4- SEE PLAN FOR °• a • • ° FOUNDATION INFO a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. Fir 1/4"-2" gap i II r iJ Backer Block "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 li 0.6 X Joist p depth 0I I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a q 011 — II I lit I' III— l i_ i S( A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION 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 PLUMBING LINE PVC OR SCH40 SLEEVE a `-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 - a PVC OR SCH40 SLEEVE / r PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" CENTERED @ PIPE PENETRATION a � a PVC OR SCH40 SLEEVE PLUMBING LINE a ° as c a a �IIIIIII�III-' SEE FND. PLN. SIZE & REINF. CS i, � 1.1i,l'x 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. r W N oco 8a LL (,� Q )NO7 0. y -, ro H N 0 u. a N Mu_ LLpw Z _J r o _ w a o r �� yy9( 5 , o W�'�N�_ 0 X0 m in�6r� Z z IL u 6 m w w NZ d o - 0 0 NC . . O U d D o U) z N o z 10 z o Q a r N N t+J z a U = C1 a) 0 a-1 OU) N V w (ID U c w � i t c U) �0 Q 0 m co o C.0 w z M M U_ z U Z S ,l E w p sF < Q E o za CL XU a¢ 0U oQ O E z 4 az L C p Y gym'<w m 5 OZ , z J �z U) ¢� Z jo 2 o w a w W U W ao r� �r o w �o J CD a� >� iD rn C r r N c-6 CN LC-) CID O � Nr- !� o OT 00 r N C4 N O 0 r U-) 00 iti > LO r E (D o z CU z 3 E N `m a E U Q p ) JOB NO : 22-03339-03346 SCALE : AS NOTED SHEET NO. SN 1 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM -I 11=1 I I=1 I =1 m D T 11=III=III=III o III=1II�=III=r T D3161-CLASS F, IN IT 12 ACCORDANCE w/ TABLE '' 111= I=1 1=III=1 I 1=III=III=III=1 =_ ' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING '—T III=T=III_ ME-1 III I I=T CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 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 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -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 FINISH 1x2 PT WD FURRING @ 24" O.C. 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 3 1/4" 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 LL' a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE L ° -fl I —I 00 M 6 MIL VAPOR o = z 00 BARRIER —I ; D �' 4 IIII D • • III— `� COMP. SOIL. ° (COMPACTED TO 95% . I I I I [=TT[= T I MODIFIED PROCTOR 7 III I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 1411O.H.D. RECESS z - _ _I I °O •�.a' " I I I � II r ° II�IIIII SEE A/S3ORJ/S6��IIII IIIIiitIl IIII1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR - EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED I GRADE FOOTING MONO SHOWN00 \ �J FOR CLARITY r, NOTE: = T *FOR BEARING WALL - -- _- W/ UPLIFT ONLY = - -i I I - FRAME WALL TO C.M.U. WALL CONNECTION / D� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° ° GRADE 00 III.... —I (1) #5 REBAR w/ OPT. 11=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS �_ TTI M , —T ;I � �=I 111 I ' .•.• ��::• °_ Il I_TI � I I— II�TI�111� ° ,4; Ii 00 .I I_ -ICI— II a"':w � II III-' SEE A/S3 OR J/S6-*- -I I i III T,lil„ 111 I . FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J 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 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ _/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF a " BLOCKING 5/8 OR 1/2 HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ @ 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) (U.N.O.) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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. 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 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS /21� 6 x 6 W1.4 x W1.4 Z 31/2"MIN. WWF OR FIBERMESH 31/2" MIN. �` WWF OR FIBERMESH ELEV. -0-3 1/2 � A. F. F. p LL I I=111=III=1'31 /2"(min.)- 4" 9 _ � I=I 1=I IT '31 /2"(min.)- 4" N - - _ D ° I D ° 31/2 min. - 4 III=1 I I I —I I1 III=1 I 31/2 min. - 4 _ 1 it (2)#SCONT. ;,111=,11111�11�,11 ,; TIC' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ INSULATION PER FBC AND ENERGY Ica �N�o FORM SUBMITTED WITH PERMIT / 2x BLOCKING HORIZONTALLY@ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INTERVALS NOT EXCEEDING 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. @ K.O. BLOCK PLATE WASHER TYPICAL 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 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED IBAR PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE _ p . D = — -- _N DD FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER =1 I I I I t> D ° I I=11 1=1I 1=I =m °O I �117-1 I __ Z 14 REINFORCING BAR R 1 7/8" D rr I I==1—T 1It JAP COMP. SOIL. (COMPACTED TO III • D ° - 95% MODIFIED PROCTOR ASTM �= I I=T=1 r I=1 I I=11 1 11=T_-1 11- D1557) I,�I i 1I � Ito I i I F1 Ii I� I IF 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 I— =T �I I I_f_ 4 �T (2) #5 CONT. -T 1,1 1=11 11�=11 I I I—I81- ' U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS LLJ 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W D GO ICI —ICI —ICI m ° 1=,III—III-1I I I W I=1 I —I I I 1=1 D• FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN r ' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM VP& LAYOUT DESIGN v,aT�,a aLv,rw nsslsT Inc. SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 00 -' ® jt tin+r .A,SS"St, ✓�� feted and a d BEAM SIZE & PI^"n`Z t:+ t r f' th I. CONNECTION INFO for con tali ,tea" <. 00 Edition by Oebr`�'','' "' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB _400'4" J CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. a -31 /2" h GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 M WWF OR FIBERMESH Cl) ao E N I I —III M 6 MIL VAPOR BARRIER '—III III III III- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 a 2x4 P.T. PLATE 7n s� O.S.B. COLUMN LOCATION S 4 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE 0-1 j Q J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. Cn SEE DETAIL 16/D1 FOR ECURE 2x P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w - SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. _ _ - _COMMUNITY SPECS S I (2) #5 CONT. =1 I 1=111 ON 3" CHAIRS $" 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 N: WWF OR FIBERMESH —III—III—III o III III—II1=1I1=' r 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 Intl nrl+r nn rnn VARIES C -, C iAH A .. \AH A SEE A/S3/J/S6 17e 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 I � MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _ CONT. FOOTING STEEL I I MAT REINFORCING. r ' 00 GRADE— — M w - -- • z�w� II - w �aw� -- _ Owcni • s • • = z Oo - - - z< ILLi�-i� M Q - FOOTING --= I ' '= i � BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH TH D SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. �S3 r-- I tgg p Efos�9pp •oo �� `rA !k' Fed 'eegSR 9 �`e , i`le€i Sf tt Fn -. 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 Engineer's signature and seal. WN � 0 J O 8 li Q LL 0 Ism N O � W � ao a) N a ro sU°° N M iIi a U) rC; N - v J 52 LL O W Co LL 'i a Z p; cum -`6c m� LL 01 �r y 0 W o 0 2 r- W 07 `YS W Z m W - n In m Z Q o� Z N O U O W ❑ ❑ ❑ z N M o z N 913 z � � Q $ J U1 M z = Co. O 0 1 ' ° U 0 a/ f �N Cu, N U) U W J �, `•.. wigL _ � 8 z, L N I/=� V N r N 0 0 ® p o w Mw co o Z Q g J Q E E o wz z© c 0 I— — X V aQ 00 �U U¢ a 1_ N M w Qo az � - m� o Z, �m aw � -' Cn 3 < � Z z g° Q j U > S wLL <2 a yF CzD az F ?: NJcD o v wa za '0 a o3 ° T N >� a) m c-6 N o r �• c o O ' CV Ll—> o L O C: In 00 N C� N o CN Q Ln d L f 00 LO r E w ? CD o z Cu Z � N c m a U 6 a JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET N0. S3 (MONO) \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 7 5/8" 8" SOLID AREAS ARE DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK FACE OF BLOCK WALL IS 2 1/4 TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING 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)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO -- TRUSS BELOW 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 BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ EXTERIOR a WALL CLEAN -OUT A WALL ❑ ❑ ❑ 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 D SLI SCALE: N.T.S. �S4� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 a a 4 a a 4 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED O PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB --8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE NO CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 e a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILrp_�� SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 1 41" 58" 34" 10" 6 3/4" 31/2"- SFFAVpO� qN 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" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK 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) (2) (1) (2) 1 (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) 1 (4) 1 (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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op 0,4 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I If SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM 7 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 BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \/LV 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 SPLICE -7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED MAN \ �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOT 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. QS4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION AA/S1 _ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTEL SP4 SP4 SIMPSON SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS - SI MPSON SP4 LINTEL 2 �.R 11 ViRTjA:. REVittN ASSIST s.5a'w.e. ✓Irti., I , ^[ A s;,st, Inc. Plans F llpted and app.rov ( for cor, :p0 � ,.�:�� ;� I� � �. ''t� Edition 'by DebIe a, ,; c�, _0 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U � cn 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXI ED A.T.R. t & NUT 'OXIED A.T.R. 1 & NUT DXIED A.T.R. t&NUT SIMPSON SP4 _O TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I t 2X8 P.T. BOTTOM P TE C 5/8"x1(Y 'J" BOLT @ 24" O.C. MAX. (B) C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 GI Ft- 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o 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 S4 B • 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- SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. �'� FRAMING DETAILS ABOVE ENTRY / R SCALE: N.T.S. 'mod '• r? % O k'pd}� ff"N55g ^ t3,��A.1� 6� 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. W N M U J LL U 0 0 W a) N 0 N w ° o Q LL O LL w Z J LL 52 Lu o a a CO = mo ID W02r-� m m W Z UM 05 m VJ J - N Z Q O N co Z O U U J O W ❑❑❑ z N M 0 0 z o � J pi V) M z 0 o w O LU N Nis C) � J E i '50 y 0a N e r` a M M z o z J C E �o o a� E CU wz Z© oa _ &¢ 0 aQ d E C:) az ¢o az az U _ � 9' 10 Oa z ¢ J m < w zz z O t? y a z & a o a� w z3 >° c9 a .o r vi > d' m N C� cro � c$ N to,— 1 coO LO LLO O 5 E NCN C� 04 O C_ � 0 n =D Q d" LLO 77 C)N z CID z D E a �° a E U _j q p JOB NO : 22-03339-03346 SCALE : AS NOTED SHEET NO. SIMPSON HGAM1( 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± 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)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8"FROM BOTTOM CHORD (SEE TABLE) 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 d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1Od GYPSUM GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR TH 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END:PA OSI SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILSOSB w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORDEDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS 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) MAX. 9" UNSUPPORTED, BACKNAIL wl (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE, 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREEDTHE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL °� 1/2' 8 J BOLT 48' 0 C (2) 16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AINSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLMOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 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" �7 GABLE WEB C CC CT l O WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 1 ' V 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES C° 0 0 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF Ux BOTT. CHORD FOR 4 EACH JOINT w/ 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 @ 48" 0!C FOR THE 2x4 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS R (2 ) 16d NAILS @ 24 FIRST 4 (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL () 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH IMI 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) 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/ 1Od 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 WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w! (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" "L" BRACE T NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)7 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 r 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/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA 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 TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I LL= 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 10dx3" @ 4" 0/C (2) 12d TOENAILS I NON - LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF .f B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SCJ S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVlN 1. ""Mill ll IN-i GABLE END BRACING DETAIL 12" ;SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131 AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 1 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. Cal NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @a 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS " Uuv, 1. "C"M IVV '- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMF ZSUN 51`2 W1 (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3) 10d x3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-O" 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 SCALE: N.T.S. e r- 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ti d W C3 W 0 d o Q 1 `z O W m o -v o C) v C1 W — — — o X I Q O >G L_ I LU I I /I --- SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 2 2 MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION A WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IC i and apprOV aa ' ` v (�' *4 C V 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 beading Engineer's signature and seal. a N W F o ;_ J O M 8 W O N p N O C p W ® oo a m a o U) M 4 M OV 2 ¢ uJ N S J (q C J 52 LL O W 2 a ,vu_LL Z = °' a 0 :29 X. o 0co W Z ILW 05 1, d m W - N Q O J (� N M J O O U 0 Z N ❑Il❑ 00 z N � o � ti U) ^ M O N �V) L o � w X (a f— n - LU r J E - � d S co ®® < 0 o C° w co co �2 p Z z ¢ J U- o E 8 �0 ? _© oa F— ca 'd _ CL X O OD 0 O E N a 0 ¢0 0 4o 0< W, tt- - G z� Y m� '0 0, �m <w z —' y < z 2 0 Q CL � < LL a F U `& o w Q =3 �S > C3 R 5 a 01 C .° r E2 >� ° rn m ca �--� N 0 r N L!7 0 CV n Lf� r � coco C N _ co N CD CD 04 '^ It LO L , r (D � w c Q O Z z E 0 m m a- E U _j ° Q 0 c � JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. S5 ¢f� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION BAFFLE INSULATION PER — 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) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d 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 :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ = 0 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.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c ° \. '4 ° 6X6 W 1 AXW 1.4 I —I I I' I lr' I=I II I I --III III 7Til WWF OR FIBERMESH I I I I ° . ' ° ° ° FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 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 -[RSH1-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 Cl) FOR MORE INFO ow 3_�n— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER H- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. —INSULATION PER Wes CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT j PAPER FOR _ V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_ U 4"x4" INSPECTION PORT AT tY a EACH FILL CELL TYPICAL LU Cl) a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �411to 6" BELOW GRADE :INISH GRADE00 III' \—STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d 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. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 112" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"" 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION 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 LU WEEP SCREEDLu INSTALLED PER. MANUF. co O SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS -1 SEE FRAMING WEEP SCREED o z G PLAN ' . • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL (FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH II ir —III = . ' •° : • • I —I II I. —III III— ° I —III 1II— III,, IIIIiiIIIIiIIIIIiIII1�iillllil11 (3)#5CONT. ON3" 8" V-8" 8" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE 1 I _x_II SHEATHING xl PROVIDE BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET I C II 11 - I II II qFLOOR SYSTI M (2)- 2x TOP PLATE BEYOND I -11 _ TF T II EXPO UR EXPOSUREI H F SHEATHING II II II I Lu SOLID 2x III (I I II II II I BLOCKING @ ALL C SHEATHING O EDGES (SEE III OPENINGIL SECTION X-X Lu III G III_ x II II �W II III x E _ 2x STUDS W III I III II II II BEYOND. T) SEE PLAN o III I I I II II I II II I I O 11 L11—LlL_1L-11—II Zx4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IArAr r rr rAiATr^Ar MIA^r9AAA 3/8" "S" = NAIL 3/8" SPACING c 3/4" S 1/2„ S,�- 1/2" S I SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 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 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.) 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lo PENETRATE SURFACE MORE THAN Ya". F ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LU o u O c O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ V O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q cr�-OOv) co I.-O H 2 LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL z w p O MEMBER IF GABLE END NOTE: 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)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON ALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH ° —I 11— I I a ° ` ° ° -1111IIIIIIII d.. —° (3) # 5 REBAR ON 3" CHAIR 4" 1'48' W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 112 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE J'. ,RTJ0.L REC,tW ASSIST Op" lirt� :I I w .Assist, Inc. I lane ; =-1etNd and approve or corr:citr,:rli�"":?7 '� V th dition by Deol I,, . -,' 300 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 4 OFF. a auk tJi' 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. mt V W N o E O J Ci N N O 0 N W 0 V) 7�C9 N � o_ m a o Q a 13 UF,r-- N O C aS r> V z5225 J (n C J 5 LL O a- J LL LL 55 p. Zm c� a o U)) W �.�°C = 0 co N CO O O m W 02 � m uj N Z J - Zao� zINO U L o W cQi oaa z N M o g z N z � � � Q V) /� , M z 11� C Q) V 4-10M o N cr1 w o � � W m .... f— - E I L Qj v o a, c U) _Q 4m ti w ICO co 10 Z Q J ti 6 Eao ZO Y o� Cz x �¢ U O o� to O E o a z ¢o Q d Z �w L rp � O r � m 0 o oLL Z o< Z o a a 3: o O w TO a pr V 5< a � 3 c .s r co N 0 CAD c$ E Co � O r (10 N A Ln a U r C: m O 00 r N L0 CD O C)' ^ u /� LO 00 /� J T a) «� C) o Z co Z E 10 �; 0) m E U J Q 0 C:a J JOB NO : 22-03339-03346 SCALE : AS NOTED SHEET NO. S6 (MONO) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL ♦ UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO PRODUCT MAX. 8 ♦♦ DO NOT DO THIS 00 TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. '� i APPROVAL FOR CONN. ,' '% APPROVAL FOR CONN. i 1 X 4 ATTACHED WALL SHEATHING TO /, FURRING -1/2" %- 1x4 P.T. 3116"0 X 3" LONG1x4 FURRING 3-1/4" LONG X 3/16" J , FURRING TAPCONS y (2) ROWS 3/16 X 3 TAPCON @ 16 TAPCON. INTO ' O.C. & 2X8 4" STAGGERED @ 16" BLOCK@ SPACING 1x8 P.T. FROM EACH END w/MIN. 1X8 „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. 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. j; j 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON 16" APPROVAL FOR CONN. %i;� O �' O.C. & 4" FROM ACH 1x4 / !�:' 2 ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL #5 REB (TYP,) STD. 90 It FILL SOLID HOOK BOTH CELLS NOTCH WEB AT +5" FIRST 2 COURS ♦®♦ AR ♦ ♦ " TYP.) ♦♦ ♦♦ ♦♦ #5 REBAR (TYP,) � ® �1 STD. 90° HOOK (TYP.) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB L 44, METAL SEAT PLATE NOTE: 46 LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ®.� ♦®® ♦ SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK +NOTCH B @FIRST COURSE .� - ♦♦ ♦ THE ®.�f ♦♦♦♦ ES �� ♦♦ - - - -- _ - BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDCEIONPPLAN ER 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON " 1 1/4MIN. ( A -A = 1610 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX soLlDw/GROUT ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND y _ �s �- 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS „ „ SIMPSON HM9KT w/ (4)1/4 x1 1/2 SIDS PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 70, ` R 1/2" DRYWALL * SCREWS 5 1/4 x21/4 TITEN (IF O RT,�A!. FEv�rw assis7 IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 'C 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUTOUT IN O.S.B. ON THE SINKERS AND 7) 1/4"x21/4" TITEN = 2150 #) ( 2x SUB FASCIAII ' �; :- `�,' 2 x 8 45" DIAGONAL (4)10d NAILS INTO ALUM DRIP EDGE F�n IDi BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION r d �' for cor,.oii, „v. C 7/16' OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I BRG WALL TYPE ALUM FASCIA T- FOR OVERHANGS BETWEEN OVER 1 112" dition b CONTACT ENGINEER OF RECORD FOR y ®e17� . BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ° SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16" HEAD I DIA. @ 24" O.C. OVERRAN CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. FASTENED PER NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR -I'm x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP a RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACE 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TYP. ** w/ 3-12d NAILS, ( ) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ARCH DETAIL 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1-0'� 5�-O�� SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND OlLf INISH FLO 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4' x 31/4" TAPCON (1 1/4"MIN. SECTION ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE e . •• �. yD 1/4" MAX EMBEDMENT INTO K.) B B 2-0 8„ PER NAILING SCHEDULE ALL e ° �•• #5 BAR '• 2 STRUCTURAL SOFFIT 1.�" ° ° CENTERED W/ '' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i S FO 1 b e . �' 9 FOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS F IN ; ° e KNOCKOUT / o d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER i o a.. 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA a CHAIR BLOCK - D 2 x 8 VERT. W/ (2) 10d • NAILS AT EA. END PROVIDE 2x • *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING e PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS •', e' ° . SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY --/ AND SECTION DETAILS LEAVE A CUT OUT INrSBON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT Z TO BE INSTALLED 00, T-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2XO�F ° STANDARD b BUILT UP PLWD. BUCK- Ry * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A e. 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + OGE + + NCT (2) 10d NAILS @ 8" O.C. N > #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD + TO TRUSS TOP CHORD FILLED CELL, 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ .,�. .- INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL T MAX. RAID. GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () + + PLYWOOD SHEATHING •; �, �, . �, . �, . Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + PER INSTALLATION DETAILS ARCH DETAIL K B-B HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY rL BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . ®. SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ''®° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") y #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING o) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = 1'-0" SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p U SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X , ° ° w � A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I IT� �I I —I I—�-T II FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO Q a 1 g° ° L�7I — — — —�-- I II ��T—III—� - 5/8" DIA ALL THREAD ROD ~ J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE.._'"?„_ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ u ° III— T- =1L= EPDXIED w/ SIMPSON "SET" i,, EPDXY MIN. 6" EMBEDMENT & U Q z _ EXISTING FOOTING (2) #5x6' IN CONC. REINFORCING PANEL ° TTI=I I I —I! N FILLED CELL SMOOTH. DO NO FURROW. ° , 3" MIN. EDGE DISTANCE DRILL MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE u. u I—t l !- I I_ SET BARR INN EPDXY.', FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V ° REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL \ (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 3 #5 REBAR. (2-STORY) 16" MIN. (1-STORY) () (- ) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION I MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" j fv C14 1, • Ved 7th 00 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 Engineer's signature and seal. W Q N v E oo L 0 N 0 y N ILO7 IN n Q LL Sz O W J� LL , x 0 _ W 10 a�� Z s aw p; ono W o�rn X m W LL Z ) ,00 N Z a o M Z N Q O d� L)30 W 1 M o� z N z o -o a J N N M z (D _ N 0 — O (n �N ru 0 Ly N � CJ W J all E— 3 U 0 y c � d Q u°D 0 e w0 N O� MAo � W M M p z z J L.L ra E�© o OV wz oa (U 0-1 U O O U O O az WZ >_ ¢a m� ro U) o r o 0, - J H aw C") Cf)N < o¢ z z a0 & �a o w¢ �a CDa= zI¢ OU 0 o T .L > a� m N C� C.C> N c$ CV i O c O _T LO o = m 00 00 r E CV (.0N o Q Q Ln d LOCH LO E ECDz o Z E OCID a E o U _j 6 ai Q -t JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. S,0*% S SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER 1 6b, V VMLL ALIGN THIS STUD WITH FACE OF 2ND RISER IN, / SYP CUT TO FIT t I ARS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (S4MP tlON1MT2 12 w/ X AT STRINGER CONTACT POINTS \ NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' 777 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 RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I -,---2x4 BLOCKING FOR 2x12 C'�I F—2x4 PT UNDER 2x12 ' 1 tAN E MOISTURE \ CTION LZAATS / X O.C.—ATTACH ALL COMPONENTS 1x4 OF STAIR TOCO NC. W/ 14" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ G-1 _ TOP OF I \ / 61 \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER �� 2x4 DRAFT / STOP ITN [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH G ' I STRINGERS I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGERJ\7L (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL — —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 2x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED / NAILEE 'r/ 2x I DRAFT STC P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1 4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" / ` "2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX44GLUED AND NAILED TO STRINGER i �T OR DRYWALL SPACING — H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2" = 1'-0" —3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = 1'-0" �}--FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACT, V � I '— �(2) LAYER 4' EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW POST LET INTO OCK DE "I NG ?X8 BLOCKING `OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES JOINT -TO )ISTS) H 2X STRINGER 2X BLOCKING PSON MTSJ2 w/ I 10d x 1 1/2"\NAILS D OR 2X BL05KING 3RD RISC I/ VARIES-,) ECTION VIEW "H" SCALE: 1"= 1'-0" A w nssisT 7,RT i o _' C. �±�dl PIed �n r �ih for cori.iir-� �� 00 Edition by Deo�I,,, r� U �F, 0 •: �OFESS`0 '�''<�rrrs 'o, � a o I � ►a�� 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. Ip v, v h IN a N E mON. (o oot O� Co mN a- 7, L00 ° a X_ N O Q U,NM V J n =� LLou; JtLLL � a z =2o0o 0 >0 Z LLW us N Z ¢ O ~ aN °mQ � " Z U�3� ❑ ❑ ❑ M � z � M 0 0 z N z o � � J a- ,n N M z U = Q.I 0 4--J0M N ° U O o N W U iu W U 0 y c U) Q 0 e I� o � J ¢ w z M M � m 0 Q U E Zo o0 >o <� 14 Q E N O X U O 0 U o E aU Qz 0, XZ wz N �0 O L .: ¢o 0< om m0 o� to J < d >Z z Ca_LL o n00 �w U� it M oz = �3 xF o O wr Lo a} x V 0z o r i > d' ai co C r T U) c6 CV C Mn o L0 C m 00 00 '— N C4 � N O CN r 00 ' /�� Y ! 6 co �, c) 6 z z 7 E O y a E 0 ¢ p c JOB NO: 22-03339-03346 SCALE: AS NOTED SHEET NO. ST *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" BLOCKIN X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS USSES (2) 12D NAILS — t AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2.O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAYBE NAILED EACH DIRECTION TYP. U.N. .O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS S 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 2x8 BLKING. NAILED @EACH OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE W/ (3) 12d NAILS WHEN WHSIMPSON SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2)NAILS HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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. �C 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX J1TRUSS �C - 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 1 Od 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 3 SCALE: 1/2" = V-0" ----Z—WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR _ PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE F.C.LAP SPLICE @ F.REBAR 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 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. W-AlwDul Iffelm 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" 10 TYP. TYP. O O I O O O 0- I SPLICE O I O O O 2"-O"" SPLICE BEYOND 2"-10" PART. ELEV. VIEW -I r" n rr b.. DBL. KO. BLOCK MIN.1 b.. -- ---- MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED co (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER W/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1Od NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" ` EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 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 1"x24" 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 MASOI SEE P GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 10.4 -rnMKlA ILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.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 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING :� OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDES OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOP UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"xY TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 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 OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH FLOOR TRUSS FOR AN AREA < 1000 S.F. ClOR S TE 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 RG. M w U Z J �a fn MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. •d STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) a"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K52 SCALE: 3/4" = V-0" ��j 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. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASEBOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d TEACH FILLED CELL (TYP.) COMMON @ 6" O/C TO �1x P.T. BASE NAILER ONE SIDE OF THE STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA <_ 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. �T�PORD BRG. PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. ^ "� NAILER BASE BOAR[ FOUNDATION PLAN FOR LOCATIONS) PER SPECS. � CONC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 SEE FOUND. 1x P.T. BASE NAILER LO a- ci 6 MILVISQUI 6x6 W1.4xW1.4 WWF. 4"X4" INSPECTION PORT AT ` T DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. TYP "S" MORTAR (TYP ) EACH FILLED CELL (TYP.) I vTrc iJnL,V,tW ASSISTORT A��,slst, Inc.pprovedTif) ° ��[t?tEC� ATED(4) #5 CONT. .09 HOOlor cor,.Dil c ut ')� . aA0 ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) ®2iD� `= Edition by SEE PLAN TOP OF PLATE -TOP COURSE W/ LINTEL SEE PLAN rk SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" 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 DP OF SLAB 0'-0" F.F. EO VARIES WITH CD SITE GRADES SEE PLAN T 3 #5 CONT. 20" 2-STORY PARTY WALL SECTION PWO TYP. 2 STORY WALL SECTION SCALE: 3/4"=1'-0" SCALE: 3/4" = V-0" REV. 08.20.21 zz q,�,T W _ Q : ,, 0 z o F L O ®1N\ J11j11111I110 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W N a v E 0 M 8 J LL C N O W N LL s�co Q < N S J (q = -L 52 LL O w Co - � a w Z — ° 'o u Qi L c60_ L7 YY� O ca N' cD O Z Y ��Z m w w W Z ILW J NZ d N (� Z < W O b� <3U W ❑ 0 V M 2 z N M o� � N —o � � a J � z � v o Ch l D 0 - N N LU w .) MIN_ v_ £ s I Z L Q �EMv in d 0 m �mN ti O co w m o Z Z < Q E OU _� Wo za <, za oa 1 _ E O N zo U aF p ao Uo p oa a Z < o ¢ L � i coQ 0 U m 0 0 O 7 0 ¢ d O �0 o w¢ >° a 07 > d' ai rn m cry W co E CV n O cLO O � CV o LO C m co T E CV O Cfl N Q � ^ O d 00 LO r w CD o Z Z E O R C @ d E U 0 " "0 JOB NO: 22-03339-03346 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) SEALANT JOINT 5) SEALANT FROM ., INSIDE EDGE OF WINDOW FRAME a 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 T( 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 ^' ^ "4 WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN `s SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP (ASSEMBLEDWN 0w) '• WALL BY 6 IN. 2. WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow 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 S DO NO' BOTTO Fi oniri SELF -ADHERED FLASHING HALF ROUND WINDOW rv�onnNitJ SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# in each detail that corresponds to the numbered items in the list of instructions 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 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 0 �o \SHING WEATHER RESISTIVE BARRIER yo To SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 WP02) SELF -ADHERED FLASHING J \ e 1 O 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'-4" PER PLAN V-0" PER PLAN SHOWER SEAT a SELF -ADHERED FLASHING OUTSIDE CORNER I Q W m WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS � SLOPE 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"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. i BUILDING PAPER draining to the exterior water that penetrates the exterior cla SELF -ADHERED FLASHINGdding. ' 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 other SUBFLOOR - 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 RIM JOIST 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 2 O 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. 1 SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB &HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied SEELANGED FLASHING SELF -ADHERED FLASHING shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FFLASHING, WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED 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 SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND MINIMUM 6" PAPER TO EXPOSE REL DH SIIVEASSHO I) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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. 1.3 1.3. In accordance with other approved methods. 1 SELF -ADHERED FLASHING . 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. M a.. 'aIII-x 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. w t R t t B 7.7.At built-in autters. :LF-ADHERED FLASHING TC H HERED FLASHING 1 2 4 5 ---------------- z Q F J j O_ �Iv rr d d PLASTER STOP F- �- --------- � W CONTINUOUS BACKER U ROD & SEALANT 11J LU _ � UJ LLJ �° A U) a FOUNDATION WEEP SCREED �I-STRIP OF SAF 1- DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER a er es ls an arrler 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 SHEATH ING, 'OSB% PLYWOOD, DENSGLASS THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor 4L FRAMING �L SHEATHING 4F 'LANE WRB X WRB eE N Cement tw SSIS� j/ Inc. Ve Plaster O 6 aP s block k ed over IPd ` th 1 st floor by Opp! 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 04 N 0 CV ti 0 O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N v W a v E 0 M 8 N J LL C% C N N co m W c0 W ,� a uN p 'q Qrn M�a N s co J 52 J W LL J LL O W a, 0_ W aL"o �$ 0 O W co CN 0 rn m w LL (N N Z Q `n N O U J O Z W CO I_7 F-1 M N O o z o- u, Lnn' z a CD W1l o LL T N ra w O ^ I u v I W o N 60 LU _ E i `. o co w Z cog co J o z g ,l Q E � z o zz oLL > .- z© oa c0 F iB �o K V 00 �Q O o N a w= oo ¢ wwQ L Ry (C o ZZ OY . m o O LL Y" Z _ c O J g '¢ w gz N Cn� 2 a� o¢ go SEE a �w a wLL o `a '0 .0 i- w ..L 0 c� cfl Lid C=) I co CV LO LM o LO C: m � 50 E N NO O � 04 O ::? Q Lo N11 LO C9 0 L LO T O Z Z E (D N a E 0 � ¢ o � JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET NO. W P Back cross Support " (May be cut to W) a {. L strapHurricane Front §s Support (May becuttoWl . 6' / as e e ' i6': s v a' Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprouai Application Detail Pagel df1 v1a2 21 .Entry .. T posh.. Data Date Pending �t . 1 e Version Manufacturer. contact Enofnaer&Llcorrse Validated By vandai submitted FSCApyroral Apor v- Stature Affi-e bri 2020 smart Vent Products; Inc, Mlch9el Grebe. Herniea.F Ndrerd P.E. Locke ean"dea P:E. 12JIVZ620 4VW2020 12t2812d20 Appr! tl category: Structural Components (B77) 441-8568 PE-73776 (334)3OD 1800. Subdategeon Proliu ots Introduced a a a Result: of infooismadveni.tom PJew Tecnnology Compliance Method: Evaluation Report homy Fladds Registered Architect or Licensed Florida Pafesswpal Engineer Quallty Assurance Approvedfor Use Approved for Use Impact V.104, Sao .&. ProductMotlei NumherwNeme Prod fps lotion 'Contract ExplreHon. Date. , HVHZ Outside HVHZ. .Resistant Pro- 1 1 amartVent Modal g1540.510 Dual Function Flood end Ventilation Vent 12t3112023 Yes Yes NIA. ♦1001-100 2 Snn.hv.nl adel 40.5il M #15 Du u ctl V atFp onFlagd nd entpation Vent 12F31/2729 Yes 'Yes WA +100F10q 3 Sin Vent Model#1540-520 Insulated Flood Veni 12+31R025 Yes Yes NtA *100f--11, 4 Sm"dVeni Mad el#1540-5?1 Insuiated Flood Vent IZIOU2023 Yes Yes NIA t100FIno 5 Smart Vent Model 91540-524 18&quct; Gamge-Door Fraud Vent 12f31R023 Yes Yes NIA N 6 Sm6hVent Model#1540$70 Wood Wall Insulated Flood Vent 12/3112023 Yes Yes NIA +100F1DO amanyent Mods141540-5%4 1451Iquot Gangs Door Flood Vent 12131R023 Yes Yes NIA, Ni Florida_ Department of Business & Professional Regulation Building Codes and Standards: Product Approval Application Dealt _ Pagel91 In4i2D21 . _ .. .Cade - .,.. ._ .. ... -. -. _ __. - EMifv w - - -..- . .._ Data . _ _ e -. Date Pendln .. Data -. . Ty(a Ver_ston Manufacturer Contact EErminear&Limilme&Licane Validated ay dreg- Sub Pied FEC Appri al Approved statuz. Re'sice 2020 Drtxel Metals Inc,. Jason Shumate. 2achaly R POW Looks Box0op RE- 05/10/2020 g8N9/202p 081202020 10n3f1020 Approved Category: Roofing 502)3Q5.1511 PE-74021 (33C 300-1800 Subcategory: Metal: Roofing jshumet.@d1 et:com Compliance Method:.Eyaluallon Rei from a Florida Reg t red AmhRect or a Licensed Florida Profess) nal Engineer F42ata-fls Eraduels Quality Assurance Approved for Use Apwoved far Use Impact .Design sea# Product Model.. Number or Name Product Description OoldradBxblratlon Data In HVHZ Outslde HVHZ. "Resistant Pressure 1 Drexel Melel RRSorg sysle., DMC ICONS: DMC 15055j)mo 17550MC,2008, 12r,312d25 Yes No NIA J0/1:80 oMC 5)i. " Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entry or Type Version Manufacturer Contact Engineer& License Validated Revision 202Q Tharma Tru Corporation Steve Jasper- Lyndon F. Schmidt, PE Ryan King, P.E. Category Exterior Drioia 800) t143 762a P 4340g (. ) 813 76 -66 5 ( � 7 Subcategory: Swnm Exterior Dovr Asembies• rs n lhermatru.cp s)aspe o � Compliance Method- Evaluation Reportfrom a m Florida Registered Architector a Licensed Florida Professional Engineer Ff_iY20%#SB-its PLiYdU{i1S ' Cluality Assure Sea # Product Model. Number or Name Prod uotnesariptlan Contract Exsimb, 1: a. Therms Tru Fiber -Classic and Smooth -Star Nominal 6'8&quat;lmpact" Opaque Composte Edge F bergiass-Single Door 12131P2022 2 d. Therms Tru Fitter -Classic and Smooth -.Star (I nswnglautswing Xconfiguratmn Nommal 6&939;E&quotl"mpadt&quot Opaque Composite Edge Fiberglass Single Door with 12131f2022: 3 c; Tharma Tru fitier-Classicand Smooth-Star Sidelites) (Ins"nngiOutsving; X4 OXvr OXQ co f umho s s n NominalBUD 9;8 &quotlmpagt&quct Opaque Composite Edge Fiberglass Double DoorvJih or 1213112022 4 d-Therma-Tru Fiber-Classlc and Smooth -Star vnthoutSldelites(Inswingl0utswmg )O(orOXXO configurations). Nominal S'0 tatimic-t&quot Opaque Composite Edge Fiberglass Single Dcar 1213112022 5' a:Therma-TruFlIber-Classic and Smooth•5tat (InswnglOutswing, X configuration) Nominal 68#39;0 &gootlmpact&quot Opaque Composite Edge Fiberglass Single Door with Siderft I nsrnngfwsva ngr XC)OX or OXG 1221f2022. S f: herma Tru FI r-Classl .and Smoo -Star T be.. 0. th configurational g 3 Nominal 8& 9 :0 utmh act& p Opaque # $, &qu p qu t Cp q Fiberglass Composite Edge Fiberglass Doubt. Door with. or 128112022. 7 §. Thelma-Tru Fiber-ClesstC and-Smotlin-Skai' 1.11m ut Sldeiftes XX or OXXO Confi umtions 9 ) Nominal6'E &quutlmpabt&quot Glazed Gomposlte Edge Fi berglass Single Door - 12r311'2022 8 h. Tharma Tru Ffoer.Ciassic and Smooth -Star (insvan fOutswin Xmnf uretion 9 9 g ) Nominal 6&#3g;8 &qudttm get& upt Glazed Composite Edge Fiberglass Single Door with 12131222 8 -. Ther Fii er-ssic and Snaot - tar .., , .. Sidelde(s) (lo-ing/Outsmng;:XO OXor OXO configuralions7 Nominal6&#3g',8. 8quo Ion act& not Glazed Composite Edge Fiberglass Double Door with or IV3112022 ' 10 J. Therms-Tru Fiber -Gases. and Smootn-Star Without Sidelites tmawinglOutsiving• XX or O)CXO configurations) Nominal S'0 &quoti ajiN3,quat; Glazed C.nnposap Edge Fiberglass:Stngle Door 121312022 11 k.Therma-Tru Fiber-Classicand: Smooth -Star (I nswinglCutswing Xwnfigurationi 'Nominal 8'D&quot,impaet&quot, Glazed Composite Edge Fiberglass: Single Door with 12131I2022 12 I, Therms-Tru Fiber -Classic and Smooth -Star SideWs) (Inawng/OutaWng; XO OXorQXO configurations) Nominal S&#3e0 &quet,lmpapt&quot Glazed Composite Edge Fi berglass Ddu, Door with:m 1221r=2 13 In, 7harma.Tru Fiber-Claseicand Smooth -Star without Sida6tes trewingl0ut-iri XXor CXXO. configurations) Nominal 6&#39i& &quottmpapt%uat Glazed Molded Open Composite Edge Fiberglass Single Door 12t3112rf22 1A. nrThermo Tru F(oer-Classic and Smooth Star {InsvingJOutawitig, Xwnfiguratioa) Nominal 6&#39E&quotimpact&qudd Glazed Molded Open Composite Edge Fiberglass Single Door With ¢lazed 121312022. 15 o. Therma-Tru Fiber-ClassicandSmcoth-Star Moided.Open SldellW(s) (Ina ingfCuiswing; XO OX gr OXO. anf(qurad.n ) Nomin.16&039.8 &quct,impact&quat, Glazed Molded Open Composite Edge Fibelass rgDouble.D.orvAm 12r312022 lo p, Thermo -Tr, Fiber-Classicand Smooth -Star or walnut Glazed Molded Open Sidelites (I PswrIg/Cutswing- XXor QXXO configurations) Nominal 3& #39.8 &qotlm apt&qnot O a u elEdge Fiberglass Single Door With Laded Composite 12731X22 _ 17 q: Therma-Tru Fiber -Classic and. Smooth -Star Open Sideies(s) (Im rvingiOutswing- XO OXorOXO configurations) Nominal6'8 "impact&quot Opaque 12131=22 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2.of 4: 1/252022 Date Data gate Pendlio Date Validated Sub. ruled FIBC Approval Approved status 041152021 12f3112020 0422/2021 051OD12C21 Approved AbproVed far Use Approved focus.. Impact Pasina to in VHZ Outside HVHZ. Resistant Pressure No Yes Yes. NIA No Yes Yes NIA No Yes: Yes NfA; No Yes Yes NIA: No Yes Yes WA.; No Yes. Yes NIA- No Yes Yes N/A No .Yes: Yes NIA No Yes Yes. NIA No Yes Yes NfA No Yes Yes NIA No Yes .Yes NIA Na Yes. Yes NIA Me Yes Yes WA No Yes Yes N/A- No Yes Yes WA No Yes Yes. NIA Page 1 of 1 Na12021 . _ Code enf h a - -0 p�ta -Date Pantlino Data 7Vpe. Yemlon Ill-racturar canted Blaltrear& Llcoirse Validated By Validated Submitted FBC Approval ro'ed. Stattus. ftwisort 2020 PGTindusirlsa Jens.. Ras .... ki :Miami -.Dade BCCO-Cen Miami -Dade SCCQ-VAL IV1912020 1026aO20 11124Y2ri20 4pr-4 Category: Exterior Doors I941) 48G 6100. (786} 315 2590� Subcategory- Sliding Exterior Door:A:esembilee )r..oesk @pgiindustdesa Cbrnriliarme Method: Gerhfi cei Mark or Listing on, aea# Prpducf:M del N h rnr Na me e sGtis5r0 (Large M-ssrle inchd) Prod iDescription 'idyl sli 31ase Door Quality-Asswanee. C rdract Expcallon Date C411417021. Approved far. Us. in NVH2- Yes Approved far Use.. Duted. HVHZ Yes Impart, Resistant Yes Design. Pnes rg NA March 15, 2022 PRODUCT APPROVAL Obw6PECIFICATION'05"kHEET(2022) As required by Florida Statute :•:. and Florida Administrativeid. B ' ' please provide and approvalnumberson • i.:.: #I.:components listed belowthey will ,_ utilized on the constructionprojecti applying for EXTERIORDOORS Fiber -Classic Smooth-Stari 4 f 4 ar 6 i !k : 1 i 5 70 Series +6'.i 05 ! i .. � !- d 7 Ie 'Wayne -Dalton Series ■ ■` ,irk ,r tE.: Wayne -Dalton e Wayne -Dalton Series x■ Ire. Iri Ig ,r •. Curries Dimislon of AAQG, Inc 607,707,727,747,.and 847 Single & Pairs of Doors 112MIRMA 2. WINDOWS157plemm' �. K.Windowsand Doorse a a t' ' i °s` B. HORIZONTAL SLIDER iMI Windows, and Doors W4 TITM +55.,0/-55.0 psf Series !,! ,i'. fE ';u - Windows and Doors .. : i. 1'. Series 5764 y J. 3. PANEL WALL 11 Jam r a' rdie i :d " g -:i o i t.. Cemplank La in and Hard _. ®,.:. a L : 4Solid _ :- and Vented Vinyl ice, ��..0/-75.0 p I AlphaAluminum, Inc. Solid and Vented Aluminum Soffit +54.2/-54.2 psf A ROOFING PRODUCTS n it ;i.lyglass 4. , Inc. (for Tile -Ro-of) ., i ®. - MAX D. ROOF VENTILATORS Thompson Arch Metal Comp. Ridge Ven.ts-- I F] -a F1 a a 1*3 .tl'3'. :.r Products, r'# Metal Florida- �:..: : j se # 't- --- j J: Lomancio, Inc E E. ROOFING F;. METAL ROOF Drexel Metals, Inc. DMC 100NS,li DMC 175S, DMC 200Sr DMC 5V A.STORM4Global o E i ` i#i Galvanized StormPanels IN All American Shutters & Glass Galvanized Steel Storm Panels COMPONENTS A. WOOD CONNECTORS/ ...'.et ... ANCHORS USP Structural Conn. �Sim�a: �- - x ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 I MiTek Industries, Inc.! Rim i. as i L6527.5 FL6527.1 FHigh D. MATERIAL Cast -Crete Corp. !High Strength Concrete Lintels commercial concrete Products,_ Inc., Strength Concrete # !' Florida Department of Business& Professional Regulation Page 1of3 Building Codes and Standards 1252022 Product Approval Application Detail ... Code .. Emily or Data Date Date Pending �Cg Tvae N6emich Manufacturer Coataok. Engineer &License Validated 6V Validated Sublnli Pad ADDrpVai ADoraved status Revision 2020 Thermo Tru Corporation Steve Jasperson LyndonF Schmidt, PE Ryan J King PtE. 07,12312020 07712t2020 0712W2020 1011312020 Approved. Category: Exterior Doors (800) 843 7628 PE-43409 (813) 767-6555 Subcategory: Swirging Exterior Door Assemblies sjaspersan@thermetru co 1^.t5ron11anpc Mn1Hnd• Ftreh atinF Rnnnrl fmm'..a On red Prpdugt Model Ngmberor Name 1 a. Thermo-Tru Fib-Cl-ic a 18-cth Star 2 b Therma-Tru Fiber -Classic and Smooth Star 3 c. Therms Tru Fiber -Classic and Smoolh Star. 4. U. Therma•Tru Fiber -Classic, and Smooth -Stay 5 e:THe-Tru Fibers-CJ.ssoand:Sno.th Star E f. Therms-Tru Fiber-Classtc and. Smooth -Star 7 g Thermo Tru Flber-Classic and: Smooth Star 8 I. Thermo Tru Fiber -Classic and.Emoath-Star' 9 Therms Tru Fiber -Classic and Smooth -Star 10 Taerma-Tru Fiber -Classic and Smooth -Star 11' k. Thelma TN Fiber -Classic anddSmootfl Star' 12 I: Therms-Tru. Fiber -Classic and Smooth-Skar 13 m, Thermo-Tru Fiber Classic and Smwtn-Star 14 n. Tharma Tru Fllier.Classic and Smooth -Star 15 o. TNerma Tru Fiber -Classic and Smooth Star is p Thermo-Tru Fiber -Classic: and Smooth -Star 17 q Tharma Tru Fiber -Class. and Smopth-Sha'r 18. r Therina Tru Fiber -Classic and-Srnoth-Star 1.9 s. Thermo Tru Fibar-Classic and Smooth -Star 20 t Thermo Tru Fiber -Classic and Smooth Star 21; u Themla Tru Fiber -Classic and -Smooth -Star 22 v Therm.-Tru Fiber-Classcand.Smoth-5tzr 23 'w Therms Tru Fiber -Classic and Smooth -Star 24 x, Thermo Tru Fiber -Classic and Smooth -Star 25 y. Thermo Tru Fraser -Classes and :Smocth-Sor- 26 z. Therma.Tru Fiber -Classic and smooth -Star 27 -Thermo Tru Filter Classic and Smooth Stet 28 zb. Therma-Tru Filler Classic and. Smooth -Star Quality Assurance Aoproyedfur:Use Approvedfnr Use Impact Design ' on Date Contract E%Dlrakl I V n H HZ td V Z Outs e H H esis " t ti tn Pressure 12I3fY2022 Yes Yes Yes NIA 12131J2022 Yes.. Yes, Yes NIA 12)5V2022 Yes Yes Yes' NIA 12f312U22 Yes: Yes' Yes N(A 12)312022 Yes. Yes, Yes NIA 121312022- Yes.. Yes Yes i 12312022 Yes: Yes. Yes Ni 1 V31/21= Yes Yes Yes WA 12faII2022. Yes. Yes. Yes N(A 12J31Y2022 Yes.. Yes. Yes. NIA 121312G22 Yes: Yes. Yes: NIA 12J31f2022 "Yes yes Yes NIA 1 D31f2022 Yes; yes: Yes NTA 121312022' "Yes Yes Yes- NIA 1213112022 Yes `Yes: Yes NIA 17131/2022 Yes -Yes- Yes- NIA 1?1312022 Yes Yes No NIA 12/3112M 'Yes. Yes. No NIA 12)3172022 yes Yes No NIA 12)31f2022 'Yes. Yes No NIA 12/31I2022. Yes. Yes No NIA 1213112022 Yes Yes' No N1A 1213112022 Yes Yes No NIA 1V3112022 Yes Yes No NIA. 12G12022 Yes Yes No NIA 12r3112022 Yes Yes No NIA. 1213112022 Yes Yes. No NfA.. 12/31112022 Yes Yes No NIA Florida Department of Business .& Professional Regulation i I oft Building Codes and Standards 115=21 Product Approval Application Detail bode - _ - firdity or -. D to towe Pendlos Me Type Vaision 'Manufacturer Cm=tan Enalrteor& Lidens VAidatad By Val itdead subriinad FBCAporoval AmPrhved ,Status. Rewslen MO MI Wipdcv!5 and Dec.. Bent Stringer. Luis Roberto Lomas Steven M. Urlch, PE 10/081ZO20 1 WOV2020 101192020 1.2I512020 Approved Category: Extenoruoors 4712)365-3300. RE62514 (717)317-8454' Subcategory: Slidltig Exterior Dow Assemblf,RS bsitling rgmfwdcom Comptlente Merhod: Ev Oual cn Rdport from a- Flonda Registered Ash teat Ora Uconsad Florida Profs wne Engineer Quallw Assurance Approwd for Alxlreyed for Us6. Impact Design Sell# Product Model Number or Name Product Description Contract Explbeeli Date In HVHZ Oulside HVHZ Resistant Pry. t 'SERIES d20ALUMINUMSGD SERIE6420ACUMINUMSGDOX0 1MI4024 No Yes No. NiA. 145.3Rt&quofx80&quot NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUMSGD OX XO, XX 12231/2024 N. Yes No NIA 96&qud,xaO&q& NODI REJNFORCEO 3 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SGO. REINFORCED OXD 17J77Y2024 No yes No r'I/A.. 145.7144�quot.K16&A upt A SERIES 420ALUMINUM SW REINFORCED .SERIES 420 ALUMINUM SGD REINFORCED OX 12rst2024 N. Yes No N?A XO, XXX96&quot'z96&quota 5. 4 u I U S OREIN R ED. SERIES 20AL MN M G F4 G SERI 20ALU PIUM SGD REINFORCED.XX7( R 4 t/9 17J312024 N. Yes 'Y N o. N! A -. 143".`A x96&quab Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d2 1102021 .. .. - Code .. !vi111. _ oat._..Data Date Pending Big.. . Version, Manufacturer to [ of Ennlne'er&License' Validated By Vail'. u shed ai S non FBC Awraval ADu roved Status _ Rernsioh 2020 WaynaDalron,adimzlan or Cvemead'.Door Dwayne Karnish JohnE.saates JefbeyP Am -an, PA. 1(VI 2/2020 09129a026 1023(2020 12/1512020 Approved Corporation (330)763-8121 PE•61,737 (DQ4)8215200 Category. Exterior Doors dkoiniahOwayne-daitcno Subcategory: s c Exterior coo A se mb, am Compliance Method: Evaluation Report from a. Flontla Registered Architect or a Lloensed Florida Professional Engineer - Oualiry Assurance Apordvad far use _ A.-d for Usti ion act �_ fan.. Des SSSilsa 9 ProdUit Mo Name .Product Descrlptlan .Contract Expiration Date Ili Z L+utsttie HVHt Resistant Pressure'. 3 ,'lMmtier:or 80901bifl018P00 #1105 9039: We. v°@i1h 1403e, Max height GI-Irl, 12ill 2g23. NO fie. Yes +31 QD1,35.60 ava labfe in top or inte dl a Section 91 a at 19 8990/8194/8200 N112$ 1- 12 31 OZ 6 S Max width 14&#3S Max net hi Glazlh / /2 3 P a J, Vas Yes +3440155 5D apa9ab(o in fop orintair ediate section 11 6000)8100]62DD01124. fili Max width 146439: Max height Glazing 1213-IM23 No Yes Yes �3440t 3B 30 available in rep or intennedlate sm ion, Florida; Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I5=21 Code Imiltv. -. .. Dal._ ..pate pate Pending -. ..ate, .Lon Version III ..faetdrar Contact Erniieer& Lidaose Validaledav Validated SSSubmittw :FBC Admval AUdroved status R-mr, 2OZO Curres Division ofAADG, Inc,. To. RattrV UL LLC Troy Bishop.. RE. I v1012020 12!O1J2020 - IM12020 Appratad Ca9gory: Exterior Doors f 641i 494 2613 ' 1954) 94? 088G SugCategory: Extsnor Door Components fixn:renay�aeseaolpy po Compliance Method:Cerbficatfon Mark or Listing m Quality Assurance Approvedfor Use Approved far Use Impact Design Soo # Product Model, Number w Name Product Des.ription Camract Expiration Date In HVHZ outside HVHZ Re sistanf Press., 1 607707?27747 757.777. and 847 Single and Pairs of nuan Glazed, and Lowered singleand mrs of 12i31P2025 Yea Yes Yes NfA Doors relay metel'deore Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel ez s12oz1 Cade - _ - - ErtV or - ., . rJate Hate Data Pending . Date Tl Version Manufacturer: Coma. Eneineer&License Validated ay Validated .Submitted FBC Aoomval Aborovad status. Rowsi4n 2020 MI. YxindWa and Doors- Brent SHMger American Architectural StevenM Urich PE 11/17J2420 1111712029 1112712020. Approved Categoly„wirdo(va. 17IT)3s5O3tC; Manufacturers As..i t,.n ;717731n B454 Subcategory: Single HUng b"dinger�ml°rd.tom Compllanad Malftpd: Certification Mark or Listing QuauNAaswance Aporoyad for Use 11-yed for Use Impact geeion: SS> aA Product Model. Number., Name. Product D"OrlDtlon Comraot Exblralpn Date In HVHz Outside. HVHZ Rallstaint Pressure 2 1a5 SH :52x72 FinRpirr a Frame IGISG Single Hung. 10108CO23 NO Yes: No +60/60: Lamateted GI... N N O +, L N CL � U .� ca 4-0W U -^1 W J a) O _( OO cl (3)O W O O Co LL p > .cn -0 E a)O �� C1 ^� � j^^Vi Y.L. E Z Z W J E W \V Z co _ O L CDL S� U O L W U ao H W C- C^=1 Q W Z J Z Q J 11 SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Paget of a Florida Department of Business & Professional Regulation Pagel 01 Building Codes and Standards 105,2022 Building Codes and Standards /1512021 Product Approval Application Detail Product Approval Application Detail .. c. .. .. i or Date Date Date Pending - - .- - - - . - Type Version Manufacturer Contact Era near &License Validated By Validated Submitted IAporoval Aooroved status Cod. Entity cr ,fig tart- Cale. Pintllno pp_,tr Revision 2D20 Therma-Tru Corporation Steve. Jaspers- Lyndon F, Schmidt: RE Ryan J. King; P.E. I0/0712021 0WID2021 10113J2021 12J15/2021 Approved TV0" Version Manufacturer contact Engineer License Validated By validated Submitted Pill Approval Approved status Category. Exterrof Doors (800) 843-7628 PEAS409 (813) 767-6555 Affirmation 2020 PGT industries Jane Rosvrrskl MIaml-Dade SCeO - CER Miami -Dade BCCO - VAL 11r052020 11J0512f120 11/11/2020 Approval SubCatogory: Swing! ng Exterior Door Assemblies sjaspersonQtharmatru.co Category' Wndtvs. (941)48MIOD (7a6)315-25N Compllanoe Method; Evaluation Reporttrom a in SubcategorySingle Hung hoc-1,19p9tindusMes•c Florida Registered Architect era Licensed Florida Compliant Method: Ca,t item- Marx or Usdng am Professional Engineer - - fLN239 R28Prgducis - F L96481-R7. Products: I- . - - Quality Assurance Aon onordfor.Uae -Ackn ovedfor Use Wood Desran QuaIItV Assure nee Aoproyedfor Use Auomveofor Use Impact Desian Sea Produoi Modal. Number or Name Product Description Commcl ezolrallon gate Il HVIFZ Outside HVHZ Resistant Pr sue Sean Product Model. Num bar or Name Product Description Contract Expiration Date in fkVFR- Outside HVHZ Resistant Pressure 2 SH5500 iLarge Missile impact) Vinyl Single HungWage 07/302025 Yes Yes Yes MI 1 a. Thermal Fret -Classic and Smooth -Star Nominal 6'8 &quotNon-Impact&quot Opaque 12Y3112022 No Yes No NIA Composite Edge Fiberglass Single Door (Insv4nglOutsvring X configuration) 2 b, Therma-Tru Flber-Classic and Smooth -Star Nominal %#39;6 &quotNon-Impact&quot Opaque 12131/2022 No Yes No NJA Composite Edge Fiberglass Single Door with Sidelrte(s) (InawfnghOutey4ng: XO OX or OXO configuration,) 3 c. Tnerni Fiber-Closette and Smooth -Star Nominal 68olil &quot Non Impact&quot Opaque 1213112022 No Yes No NIA Fiberglass Composite Edge Double Door vdth or Without Sidelites (InswrnglOutsving, XXor O)DO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&113il "Non-Impact&quot Opaque 1213112022 No. Yes No NIA Composite Edge Fiberglass Single Door (InswingfOutswing; X configuration) 5 e. Therma-TN Fiber -Cal and Smooth -fir Nominal 7&#39,0&quot Nan-Impact&quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelrli in51Mng1Outewing; XO, OX or OXO wnfigu thous) 6 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3s0&quotNon-Impact&quct Opaque 12/3112022 No Yes No NrA. Florida Department of Business & Professional Regulation Pagei di Composite Edge Fiberglass Sing Is Door Building Codes and Standards IrJ2a21 ilmawnglOutswing; Xconfiguration) 7 g. Therma-Tru Fiber-Clessic. and. Smooth -Star Nominal 8'0"Non-Impad" Opaque 1215V2022 No Yes No N/A Composite Edge Fipergess.Single. Doonviith Product Approval Application Detail Sidelite(s) (Inswing/O.u,ving;XO, OX or OXO - configurations) 8 h. Thermal Fiber -Classic and Srnoath-Sty Nominal 68#39;08quot,Non-Impact&quota Opaque 126112022 No. Yes No NtA Composite, Edge Fiberglass Double Door wthor _ - _ _ _ _ cinfiguithout Sidelites (InswingfOutswing, XX or OXXQ Cade EniiN or ,tea p)�a carp Pandlno pgtg configurations) T V to voe �"r-s -1 Manufacturer Sint'-13Ft Enaineell License Validated By d aciaril Y�PSr�. FBCAaorural d Slat APBL�- u 9 i. Therma-Tru Fiber -Classic and Smooth -Star e Nominal & 39�8& of on- I I qU. .. -n mpagt&quot.Gazed 1213112022 No Yes No NA ANirtnalion 2920 PGTlnduolHes Jan. o w MI '- tl BCCO-E i '+D d CCD- L J nsR sa ski aml Da e C R Maml a e8 VA iiN52020 11l052020 11711/2020 Appra-+ed Composite Edge Fiberglass Single Door Category: Wind— (941)486-0100 (786).315.2590 - (Inswingfoutswing X configuration) Subcategory! Fixed g ry: )rosowskl Qpgtlndus[des:c 10 j.Therma-Tru Fiber-GlasslC-and Smooth -Star Nomnal 6'8 &quot,Non-Impact" Glazed 12I3112022 No Yes No WA Compllanca Method: CaHificadon Mack _of Listing on, Composite Edge Fiberglass Single Doorwnth "- sidellte(s) (InsleAngiOu[ill XG, CX or OXO PLikzAm6t:owucta' . " "" "' ` " " --'" " ' configuradons) : - 11 k Therma Tru Fiber -Classic, and Smooth -Star Nominal 6&#3918"Non-Impact&quot Glazed 12/3112022 No Yes No MIA Qualuv Assurance Aoorovadforusa Aperovadforusa imago Desian Composite. Edge Fiberglass Double Door with or saga Product Modal. Number or III Product Desc-rlodan Contract Expiration Dare in HVHZ Outside HVHZ R.4stanl Pressure without Sidelltes.(InswingfOutioing;. XX or OXXO 5 PW3520 iLarge Missile li pgcti Vinyl Fizad Window 04/30r2025 Yes Yes Yes NIA configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 &quot,Non-Impaet&quot Glazed 1213112M No Yes No NIA Composite Edge Fiberglass Single Door (Ius,nrg/Outswing; Xconfiguration) 13 m.Therma-Tru Fiber-Claseic and Smooth -Star Nominal 7&939;0&quotNdn-I mpact&quat; Glazed 1213I12022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelites) Qn5Wng/Outswing; XO, OX or OXO ognfigurall - 14 n. Therma-Tru Flber-Classto and Smooth -Saar Nominal 8'0 &quotNon-limpact&quct Glazed 12/3112022 No Yes No NIA Composlte Edge Fiberglass Single Door (InsMnglOutswing; X.configuraton) 15 o. Thema-Tru FiberrClasso and Smooth -Star Nomind 88#39;0&quotNon-Impact&quota Glazed 12/3112022 No Yes No. N/A Composite Edge Fiberglass Single Door Mth Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1512021 Product Approval Application Detail Code - - Entity or .. Data ,Date Date Pehdina me - T.a Vareir Manufacturer ,'2 � G Enbtnaor&Li"nse -.p.Dtdg validated av Va ed Submitlatl I�d� Fill Aremoval A, ... vetl talus R.iiston 2020 MI Windows end Doors Brent Slurel American Amhitedinal Steven M Urich, PE IOMB2020 101(162020 10J1912020 Approved category: Wintbare (717)305.3300 Menutecturers As vifial I?17)317-8454 9ubCategorr• Horizontal Slider bsitllngai-Qmlwd.can Compliance Method: Carlification Mad[ ar' Listing Ft1r158e1.153 Products. ,. .. - GUMIItvAssurance Aporowedfor Use Approved for Use Ial lmmoact Dap sgl Sao B: Pruducl Model Numheror Name Product Descnotran Canlract Exouatron Date In HVHZ Outside RV14Z Resistant Prassute 1 H5186 Fln and Flange Frame 73x62 lnsuleted Gloss 02n82024 No. Yes No •5w-55 Florida Department of Business & Professional Regulatlon Page i of I Building Codes and Standards IP512021 Product Approval Application Detail Coda ntiE tv or sale CatoDaYa Paul ,ggtyl. jyge Version Manufacturer :Contact Endrneer&, License Validated av Validated Submitted FDCAbororal Approved .Status - I WI days and Doors Re(Nsfan 2020 M n Brentstll 'e Luls Leman PIE pg r R P Uri h E SYei+.n M a . P 10106/2020 tOM621)20 1!111i)/2020 12115fi020 Approved Category: Wlndevro. (717) 365-3300 PE-62514 (71 7) 317-8454 Subcategory: Mullions lot lingeromiwd.com Compiler" Method: Evaluation Repot from as Florida fagistered Archile"P" a Ltensed Florida Praeesicdal Engineer 1a Ft8'16343-R5 Produ Quint, Assuan, Aporpvedforusa Approved far Use Impuet Desian SSa J? Preduot Model. Number or Name Product ossertobon Contract Exonatfan Oil 'n HVHZ Cuba"Il Resistant Pressure 2 5784 Varlicel A.,rinum Mullion 12431t=4 N. Yes Yes NIA Sldelrta- (I nswing/Outswing. XO, OX or OXC mnnguratlori Florida Department of Business & Professional Regulation Page 1of1 Florida Department of Business & Professional Regulation Page 2at2 16 p. Therm. -Tr. Fiber -CI, ... o andSmooth-Sar Nominal '6'0"Non-Impact" Glazed 1213112022 No Yes No. NIA Building Codes and Standards IM12021 Building Codes and Standards, ION12021 Composite Edge Fiberglass Double. Door Wth or without Sidelites (InswinglOutswmg; XXor =0 configurations) Product Approval Application Detail Product Approval Application Detail 17 q. Therina-Tru Fiber -Classic and Smooth -Star Nominal 68939:8 &quotNon-Impact&queti, Opaque 12131 12022 No Yes No NIA Composite Edge Fiberglass Singie Door Wth Transom (Insw riWoutsvving; OIX configuration) 16 r.Therma-Tru Fiber -Classic and Smootri Nominal 68#39'8&quotNon-Impact&quot Opaque 11,11111- i,l., vi e. ie -- �-- - - - - 19 20 21 22 23 24 25 26 27 26 29 30 31 s. Therml Fber-Classic and Smooth -Star t Therral Fibar-Classlc and Smoot -Star J. Therme-Tru Fiber -Classic and Smooth -Star v, Therma-Tru Fiber-Classe and Smooth -Star w. Thermal Flber-Classicand Smoctill x. Thermal Fiber -Classic: and Smooth tar y. Therma Tru Fiber-Classicand Smooth -Star z. Therml Fber-Classic and Smooth -Star za. ThermaTm Fiber-Classicand Smooth -Star an. Therma-Tru Flber-Classic and Smooth -Star zc. Thermal Fiber-Classicand :Smooth -Star A. Therma-Tru Fiber-Classicand Smooth -Star ze. Therma-Tru Fiber-Classicand Smooth -Star Compost Edge Fibeigliksal D onnlith Sigelte(sl and Transom.(Ins,MngfOulsx ng; 0JXO O/OX orO/OXO configurations) Nominal 6&#S9;8"Non-Impact&quot Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass. Single-Doorwith Sidelit (s) (In WrglO.t. ing; XO, OX or OXO Continuous Head and Sill mnfigurahons) Nominal 8&039;0&quct4Non-Impac1&quot Opaque 12f3l/2G22 No Yes No NJA Composite Edge Rberg lass Single Door with Sidelite(s) (InswnglOutswing; XO OX or OXO Continuous Head and Sill configurations) Nominal 68J13R,8"Ncn-Impact&ci Gal 12JS112022 No Yes No N1A Composite Edge Fiberglass Single Door with Sidelil (InsmAng/Outsvnng; XO OX or OXO Continuous Head and Sill confiourationsl. Nominal 8'0 &quotNon-Impact&quota Opaque Composite Edge Fiberglass Door Panels with Vented Sidelil (I nswinglOutswing: XX XXX or X)XX config.r.f. e) Nominal 8&#39f8&qubt;Non-Impact&quat Glazed Composite Edge Fiberglass Door Panels with Vented Sidelites) (Inay irplCutswing; XX. XXX or )O= configurations) Nominal 8'0 &quotNon-Impaot&quok Glazed Composite Edge Fiberglass Door Pohl Vented Sidelites) (InstMng/outswing; XX XXX or XXXX configurations) Nominal 8'8 "Non-Impact&quota Glazed Composite Edge Fiberglass Single Door with 38039;0 Sidelites) (InsvuinglOutswing; XO OX or OXO configurations) Nomina I S'8 &glrot; Nan-Impact&quot Glazed Composite Edge Fiberglass Double Door with 3038;0.6tutitas(InswinglputstMrg OX(O: configuration) Nominal 08P39;R"Nondmipl quok Glazed Composite Edge Fiberglass Single Door with 3'0 Sidetite(s) (I nsysng0utewing; XO, OX or CXO configuration B&#390&quotNon-Impact&quot. Glazed Composite Edge Fiberglass Double Door with 3JW39;0 Sidelites (Inswng/Outswing; OXXO mnfiguratlon) Nominal 78M39;0 &quotNlon-Imlact" Shaker Series Composite Edga Glazed Fiberglass Shgle Doorwl orwfthout 1'2Sideli1e(s) (Inevdng/Outswing; K OX XO c r OXO configurations) 1 WV2022 12J31r2d22 1213112022 1213112M 1213112022 12131/2022 12r3112022 12/3112022 1213112022 1213V2022 Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail No Yes No. NIA No Yes No NIA No Yes No NIA No Yes No NIA No No No No No No Yes Yes Yes Yea Yes Yes No NIA No NIA No N/A No NIA No NIA No N!A 3/1512022 FL45259-R31 Code EMrty or gate Date Date Date Status Ty --pc, Verso Manufacturer Contact Engineer & Validated By Validated Submitted Pending Approved Approved Revision 202f1 License POLYGLA5S USA Maury,Alpert, John V11, 1 212020 1D 26/202D 1Q12 FBC 215I D 1 ! 2 20 Category: Roofing S954233133OSmalpert@polyglass.tom Robert Nieminen Knezevich, PE Approval. Subcategory: PE-59166 (954) 772-6224 11/0112020 UnderaY ments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FLft5269-R31 Products gUw&Assurance ARRroved for use gpptovedfor use Impact 0e6101n Seel# Product Model, Number or Name Product Descri ion Contract Emir ion in HVHZ outside HVHZ Resistant Pressure Date 1 Polyglass RoofUndertayments Rootrigunderlayments 1012112022 No Yes NJA +NJA/-6225 1 Polyglass Roof Undedayments(HVHZ) Poll roof underlaymens for use in FBC1212312023 Yes No NJA N/A HVHZ judsdiclions. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underaymerlts, for use r1 12/2312023 No Yes NIA +141AI-G22S FBC noril jurlatil -Sit. 1 Polyglass Roof Undedayments(HVHZ) Polyglass roof underlaymeMs for use In FBC12i2312023 Yes No NJA N/A HVHZ jurisdidlons. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underlaymeMs, for use In 12123/2023 No Yes NJA +NIA!-622a FBl. non-HVHZ jurisdictions.. 1 Polyglass Roof Undetayments(HVHZ) Polyglass roof underiaymentsfor use inFBC1212312023 Yes No NIA NJA HVHZ jurisdictions. 2 Polyglass Roof Undedayments (nol Polyglass roof underlayments, for use In 12123r2023 No Yes NIA +NIAI--622.5 FBC non- VHZ a "sltctio e. H n n 1 . - 1 Polyglass Roof Undeda meats HVHZ' Poll roof underla mentsfor use In FBOIZ231202 3 Yg y ( ) Y e Yes N o NA / NA HZ HVHZ judsdiciicns, 2 Polyglass Roof Undedayments:(non-HVHZ) Polyglass roof underlaymens, for use In 1X2=023 No Yes NIA +N/A1-022a FBC non-HVHZ junsdictipns. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 ar2 101912021 C 3g5 o or J� Date Date pending " TV". Version Manufacturer Contact Ermineer &License Validated By E Validated Submitted FBCAoomral vet Status Ral 2020 MITak Inc Erin Walden ICC Ev luatio Service LLC ICC Evaluation Service a n 08/11/2021 081102021 Ga/12/2021 APp raved Category: Slruuturel Components (952)e98-8635 LLC. ScbCdagmy Truss Plates auvaldenQmI.com (205) 599.9800 Compliance Method: Evaluation Report from a Product EvaluaHan Entity F L#24S/•R9 Products; " - - CuRilNAssuraroe Approyedfortle, Approved for Use I A1P2gf. 1Design $ea# PrAyet Model, Number or Name Product oesorlslloll Control Expiration Dme In HVI Outside 1V Resonant Pressure 1 M16AHS 18 ge. high strength truss. connaclar plate 12/312022. Yes. Yes WA NIA 2 MI BaH;i. 18 ga. super Nigh strengthtruss connector plate 121312022 yes Yes MIA N/A 3 MI 16 16 0. toss connector plate 12131CO22 Yes Yes NIA NIA 4 MT18HS 18 ga, high strength trusscannedcr plot. 121312022 Yes Yas NIA NJA 5 MT20HS. 20 ga. high strength truss oonnedor plate 121312022 Yes Yes. NIA NIA 6 TLl B. MT18 18 ga. truss connector plates 12/312022 Yes Yes NIA NIA TL20, Il 20 ga, truss connector plates 121312022 Yes Yes. NIA WA T e Code Version Manufacturer Canteen Entity Erminear.&License Vandal 13v 1wa Dale validated Submitted Dale Paul FaC Approyal to Reproved Status TYE? Cod, y9LL1 Manufacturer Contact Entity or Enainoar B U lame Validated av Dad. Date Validated Submitted Date Paneled Fee-Abboval Date Aonmvad status Revision 2020 James Hardie Bull Products. Inc. Chad Dlercks V. Andr-Tan John Southard, P.E. 01/05/2021 12/142020 DfhTSM21 dreg FRO Appn Pavilion 2020 Aklds Nick Thompson Lyndon F. Scha l; P.E. Ryan J. King: P.E. 021152021 02J15f2021 02222021 U411312021 Apprared Category: Panel Walls (909) 545-8359 1,E-91662 (352) 367-2529 Category: Panel Walls (330) 922-MBB PE-43409 t813) 76?-5555 Subcategory: Siding ch.d.diercksQJameshardi subcategory: Soots nthompser&.ide.cpm Compliance Melhod: Evaluation Report Roma aaam Compllanca Mottl EVal,u lint Report from -a Florida Registered Architect are Udensedflorida Florida Registered Archilectora Licensed Florida Professlond Engineer Professional Engineer FL#13f42-RaProdudts 17 .FL.iIK5iT3-RS Products .-' . I-:. '_. Ousiry Assurance Approved for Use Approved for Use mussel Design Cal Assurance A .... ved far. Use Appravedfar Use Imoaet Deal - sea A Product Model Number or Name Product Descripton contract Exyiratbn Date I.nJHN19 outside HVHZ Res a ( Psgssure gag M Product Model. Number. Nacre Product Description. caeall E,roma lot Cate In HVHZ Qutslda HVHZ Resistant Pressure 1 Cemplank Lop Siding fiher-oemant rep siding 12rJl/2=. Yes Yes MIA NIA 1 a.&quot2T&quoL SOfhr Vent or Sold Vinyl soffit 121312023 No Yes No NIA 2 HardlePlul Lop Slding fiber -cement lap siding 12/312023 Yes Yes NIA NIA 2 b.. 6quat:Nllence Tee l; Somt Vent or Sold Vinyl soffit 1W312023 No. Yes No NJA 3 c.&quotGreanbrsr Vintage Beaded&i1 !): Soigt. Vent or Sdrd Vinyl Soffit 12131 M23 No Yes No NIA 4 d. "056quot;. Saint Vent or Salt Vinyl Sofro 12131QC23 No Yes No NIA 5 e. &quotCharler Dak" 5oMt Vent or solid Vinyl Sells I M12023 No Yes No. MIA e f 8qud;5uper Span&quot, 3ahil. Vent or Sold Vinyl 8dfil 121312023 No Yes No N/A Florida Departmentsin of Buess & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel bit f R12021 Code antithror. -- Data pate Date Pending Data - - .7 Tvpa Version Manu(achlrer Contact EmmlLicamil Validated Bar Validated Suturi IAp vat Aoormod Status R.l 2020 MI Wind-, and Doors wentsunger American Arch il,actural Steven M. Urich, PE 112=020 linmom 11282020 Apprvred Calegol VVIrdows (717)365-3300 Manufacturers Association (71T)317-8454 - subcategory: Flied bslhinge,ormed.com - Compliance Method: CertMestion Made or Listing P44 iR•iilewf Product. I - Seok Product Model. Number or Name pr AoevatlfarUsa Product Dmoil lgn Contract Expiration Date, In MIOutelde. Approved for Use HYNZ transientItS51fl11 ReslsLald pressure1 185 Pw 73 x 721nsulated Glass 041032023 No Yes No-601-10 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel al IfY2021 Code - - - - Eal ton awe Data , cats Panel 2 gyp 700 versionn Manufacturer contact Enal leer & Leave. Validated sy Valldlited Submitted FBO Approval Approved to atus Anumatten 2D20 PGTrndustrles Jens Racal Ml-",-Dade BCCD-CER Miamf-cede SCCO-VAL 1IMaD20 11105/20M 1111112020 Approved Category: VNndosas. (941) 486-0100. (786) 315.2580 subcategory: Mullions intowsklfpglindusmes.c Compliance Method: Cartifi'catlon Mark or Using am -AiII &1 Rt3Proaucts"J " '' Quality Assurance Approved for Use vo Aruvetlfor Usa Impact D.shyn Seek Is ... I lModel Number or N.-Product LlescNugon Contact Emlmtlon Date )jl HVHZ Outside HVHZ Rusistall Pressure1 Mullions for All Doors and Windows Aluminum Mullions 05262026 Yes Yes Yes PUA Florida Department of Business & Professional Regulation Bui idi ng Codes and Stands rds Product Approval Application Detail Page t cf 2 102021 .Coda - .. ._. Ent1w or ate ,[Wei Data Pending ,119. -. Type Val Manufacturer Contact engineer a License ValidatedByywlcwod Submitted F50 Apdroval Approved Status Regsion 2020 GAF Michael Stain Robert Nieminen John VV. Kn... vich. PE D9/26/2D20 09212020 10N2f2020 12115/2020 Approved Category: Roofing (8D0) 768-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles mstioregaf.Com Compliance Method: Evaluation Report from :e Florida RegaterodArchdect or a Licensed Florida Pro/eselonal Engineer FLANg424-Rig pioddCt9 - - Quality Assurance Approved far Us, Aeoraved far Use ct Deal See #. Pradud Model. Number.or Name Roduct D-dintion Contract Exmratlon Dane in HVHZ Outside HVHZ Resistant Press rl g 1 GAFAsphalt Roof Shingles Fiberglass reinforced 3-tap. laminated. 5-tab and lViSa022 No Yes MIA hlfA h Ipkidge asphalt shingles Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Pagel an Florida Department of Business & Professional Regulation Pagel all Building Codas and Standards 10lM2021 Building Codes and Standards 1Mal Building Codes and Standards 1612021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail s Code - tit o Vale Date Date Pending .fit - code FJthy or A49 te. Ca. Pending Date Code _ - Sill or Data jgpte Data Porcine Dale e Vrsio i1•� oil Manufacturer Hr E Conte ncineer&License Valitlaled av Validated � - Submitted FBC Approval Aeorored Status a a SY nL Versio-n �1- Manufacturer Contact Ernial U,ku Validated eV �� Validated! Submitted ....1!_1@2 FBC-Aoureyal a@llrgYll9 6t>iE48. �.� Version Manufacturer Canted ell ear&ucensa Valldatod air Validated Submitted PBC Approval Approved status. — Revision 2020 TAMKO BVlldmg Produde LLC r Karl E4en Rebell Nieminen John W. Knezevich, PE 10ro42020 451292020 2 0 101122p2 12/1 W 2 520 0 Approved Appr Re sit' N n 2020 L:V. T s Inc. doe Thompson Architectural hemp Cp, Th p U) _ Ton Christman Zachary R. PrleSt Y N Steven M. UNch, PE 05/171202tl D91162020 0 l 0l0 92212 . 12/152020 Approved Reuici n 2 020 of ¢ a 2 Hotels, Metal Products Ina, & Jpn � Clark se James-L. Bucket: P.E- Steven M. Urkh. PE 08272D20 0925r2020 10Kr42020 _ lW16/2020 roved Approved Category: Facing (417)524-6644 PE-59168 954)772-6224 Metals Company tTAMCD) u813)248-3456 PE-74021 (717)317-5454 category: Roofing (904)7834400 CBUCK Engineering (717)317-8454 Subcategory: Undarhinalk is karri_edenQlemlo.com Category: Roofing, IrnyQua la lraofing.cam subCale gory: R-Ina g An cesavriee. that are: an clarkQearoo.-m PE-31242 Compliance Method: Evaluation Report from subcategory: Roofing Accessories that arean Integral Part ofthe Roofingsystem Flodtle.Regletered Architect ofa Licensed. Florida Integral Part ofthe Ring System Compllanca Method Evaluation Repot from. Professional Engineer Compllanoe Method: Evaluation Repot Rom a Field. ReglsteredA chdxtgr a Licensed Florida Florida Registered Architect or. a Ucensed Florida Professlonel Engineer t B-R9tProducts - . - I' le- `:':. ': - '. Professional Engineer ,PL - -. .. -. -. _ `. -: - II -' - . -. ... -. ': - F1821556-R2 Protluc[c - ., - surance QualltEx Aoor ovetl for Use App far Usa Nrimtt PLit§eais-Rd Products .:.,. .- _... - _ Quality AssUYWlce Aborovedfor Use Approved for Use Jllpaei Design sap# Product Model. Number or Name Product Descnodan :Contract Expiration Date nHVH it OutHVHZ RoaRR Isterd press. press. Gwdlty Assurance Aoorovedfor Use Adnroved for Use Impact Dealer SaaN Product Moll Number or Sli Product Dascriotlon Contract E-hollon Data in HVHZ outside HVHZ R.cle rs Pressure 1 TAMKO Roof Undertayments(HVHZ) Roofundedayments for use in F9C HVHZ 06292023 Yes No NIA N/A Seek Product Modal Number or Nama Product Description eontracr Exouatlon Data in HVHZ oulsid. HVHZ Resistant Pnasure 3 3-FLAMCO&quol;RV 10 Ridge Vom&quo; Aluminum Ridge Vents for planed 121312024 No Yes No NIA jurisdictions. 1 TAMCO Fiat Top Ott-Ri dge Vent n'Hh eafie for Tile 26 ga. static roofYeMilator mitt baffle 09/092026 Yes Yes NIA NIA from 0.025• Numinum 2 TAMKO Root Undedayments (NON-HVr-Q) Rootundedai+Nld ymsmc far usa In FSC acr062RI2023 No Yes WA MIAW 2 TAMCO Gooseneck Vent 26 ga. )9/092026 No Tes N/A *01.625 jurisdictions. 3 TAMCO Off -Ridge Roof Vent xlth Befre 26 ga: static ropiventllalorrflth Integrated baffle 0910MO26 Yes Yes NIA NIA _ �, JJJ pp,, A 4' TAMCO Round Top Off -Ridge Vent.ylth Baffle for Tile t6pa static roafventllatex wiN beige 08/092028 Yes Yes N/A MIA `� 4 a � I\ /s \ pp f P e ^ r,. E r ''r1-`1 A- La-2 V iRT JAL REVIEW ASSIST }'�/ Plea: -�,,.:i, ra.v, ,_o; ,pieted and approve �x Florida Department of Business & Professional Regulation Pry I.fr Florida Department of Business & Professional Regulation Pdga r y >. ^I� r-, y cornOilrai '�' !1 i ' 57oiih Department of Business& Professional Regulation Pagel of1 Building Codes and Standards 1m2dz1 Building Codes and Standards 1(C �� t l� Building Codes 'and Standards 1f252D22 Edition _ by ®ebr� -: 4I t' ! � K,';' 7 " ' `� Product Approval Application Detail Product Approval Application Detail , .. '_ai00 Product Approval Application Detail 14tle _ - EnitN:or _ Code - - or Entity Date Date Date Pending Date ate Data Date Final no Data Coda EritlN or 2jg ,fig Date Panama PA9 TJ(g.5 Yang. Manufacturer Contact Enoinser&Licensevalidated My Validated Sulboul FBC Aoorovnl Aoororetl Status Eypg Version Manufacturer Contact Enain it Lice Validated By Validated Submitted FSC Amaral Aoomvad status, Two Version Manufacturer :- matt Engineer License Validated By Validated Submitted FBC.Approval Approved status Revision 2020 Lomanca Katrina Jelley James Buckler, P.E. Steven M. Ulrich, PE 11M2020 1I 232020 til292020 ding FBC Appr Revision 2D20 9-1 Roofing Anderson Robin WPMO.Uniform Evaluation Gary W. Walker 11i0312020 I1p212020 1IM512020 Approved ill Ravi -on 2020 Global Protection Products LLC. i b WalterA lilt Jr P.E. John .Knezevlch PE Tim Ro Inman 7r W 09/082020 09JOBR020. iD70112020 12115/2020 Approved pp category: Roofing (501) 983-6163 PE-31242 (717) 317-8454 Category: Roofing (801) 360-6091 :Services LLC. (205) 854.0160 Category Shutters (954) 689-7545 PE-44167 (954) 772-6224 Subcategory: Roofing Accassones that ..an kjelayolomanco.com Subcatgory: Roofing Till RcbinAndersOnQberaloo Subcategory: Stone Panels tim.robinson@gppent.com Integral Psi System P 1 g y C m Ilance Mom a.EvalueticnRe Report P P m Compliance Evaluation Reportfroma P l Compliance method: Evaluation Repot Boma product Evaluation EnhH Florida Registered ArchteIXoraLicensed Florida Florida ReglsteredArchitector. Lill Florida I - Professional Engineer Professlonel Engineer FL#Tr4 Fb2Fkdducts '` PLin7Z02•RS Pencil- : ' - - :: QualityAssnce ura Approved for Use Approved for Use Ironed Design ._ - . _ - - - ::. -. S en# P.tl tin dal Numb or Name _. Y Product Dasc lotion ra it I nDoe. R conjugal Exp dg - r Z Jl.ltldt'L - - outside Rasi a �� 176. P_S@SP4.C9. Quality Assurance Approved for Use Approved for Use I e moat De n SIG Quality AlrsufalttB Approved for Use A[roroVetl far Use mbar Impact n Design 1G y tryEnglish Sa She ill to Count :Slate Split OItlElish FIa1.PmAle-Oenvar.CO 212020 1l3 No Yes MIA PIfA 0 P 5'Si Product Model Number or Name Contract Expiration Gate in HVHZ Outside HVHZ Product Description onr Exw ati H sd..H _ Resistant Pressure, ra sec:# R duet d L MaN b N me Product Oa lotion Contract E I t Data In HVHZ Outside HVHL Resistant Protsure Th &am ' Impact tch P, p 1 20 Gage Galvanized Steel Storm P2nelsiHVHZ Corrugated Galvanized Steel Storm Panels retained 12I3112022 Yee Y25 Yes NJA 1 Deck-Air"DA-A or-rRl-Built Deck-AirAA-4 Lwr profile, Polypropylene Plashil Roof Vent 12/112025 No Yes Me -97,51-97:5 17 Swery600- Slat¢ Shake Amp: Split Shake Flat Profile - Stockton. CA 1213IM20 No Yes MIA NIA or not by hacks to provide hurricane protection. Mach treaty Attached to Plywood Deck, i$. :Saxony 800-Slide, Snake&ernp: Spit Shake Flat Profl.-'Ptah., CA 421312020 No Yes NIA NIA 2 24- Gaga Galvanized Steal Storm PaneISJNHVHZ Corrugated Galvanized Steel Storm Panels retained 12I3112022 No Yes Yes NAg "8 .z y700-Shake Slato4,-p:;Split Shak. FltProfile- Stockton, CA 12131=20 No Yes MIA NJA or not by tracks to provide hurricane protection. 20 ea ony 700-Shake, Slate& Split Shake. Flit Pmille-RIall t2l371211 No Yes NIA NIA 2T Tales Espana/Bsmatte Hgh Profile-KMy,TX 12372020 No Yes NIA NfA - 2I3 Mule Low Picnle - Katy. TX 121512020 No Yes MIA MIA Florida Department of Busiri Professional Regulation Building Codes and Standards Product Approval Application Detail Paget of 1 1r2572o22 Code - _. Entity or .. � P.29 Data Data panel Dato - Type Version Manufacture Contact Engineer & License, Validated ValidatedSubmitted. FBC Ap.p'ro.yal An raved Status �- Revision 2020 All American Shutters and Glass Frank L. Bonnard., RE ro Bishop, P. E. 10128! 020 1Oil&2020 Mike BarbieriT L3 E 2 P, Vi 512020 0 12/15/2020 A roved PP Category Shutters 4 561 712-9882 PE•0046549 954 947.0880 ( ) F ) SUpCatagoryStorm Panels niikeb@allamerlcanshuge Compliance Method; Eval uatfon Report -from a rs.com Florida Registered Architect era Licensed Florida Professional Engineer Full .786 Ra Products . Quality Assu Rance Approvedfor Use. Apomvedfor Usa Impact Deal Se # Protluct Mptlel, Number or Nama. Contract Expiration Date in HVHZ Product Description p Outside HVHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steer Storm Panels 12/31r2022 Yes Yes Yes I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1pit 11,=21 Code Evil or Data Ewa Cate Panama Date Noe yersiml Manufacturer Contact Ellalneer&License yandated ey Mandated Submitted Fill Aoareval Aplxtgy2Q Status Revision 0 2 20 W cones L lu Rob Baldwin IC Eva shoo Somme. LLC Ian Lehrer P.E. 2re212A2 10/13=20 D 1 C21VV2021 roved Approved p t. Category: St. at ICanponents - - (253)9248476 608 639-3288 ( ) SubCaleg ry- Engineered Lumber Rtlaed 9ald,vlr@weyerha compliance Method: Evaluation Report from s Buser con, Product Evaluation Entity PLA6527:Rt1 Pratluals " .: I- I.'- Quality Assurance Aaoroved far. Use A o 211 for Use IM29I wE= seek Produet Model. Number or Name Product Description Contract c.plrseti Date inHVNZ. Outside HVHZ Resistant Pressure: 1 Mlcrollam LVL Laminated Veneer Lumber 031312023. No Yes NIA NIA 2 Paream PSL Parallel Strand Lumber 031312023. No Yes NIA N/A 3 -IlmbeYSeral LSL Laminated Strand Lumber 03r312023. Na, Yes MIA N/A 4 TJ Rim Board Structural Composite Lumber or Oriented attend 03r312023, No Yes NIA MIA board Rim Room! 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 0a/312023 No Yes NIA NIA Florida Department of Business & Professional Regulation page of Florida Department of Business & Professional Regulation paged art Building Codes and Standards t@2021 Building Codes and Standards 1[71=21 Product Approval Application Detail Product Approval Application Detail Code .. - Niftily a Does Date Cate all no pate Code Mri a pale pate Oaze Pending Oat - s .Manufacturer TV". Y_8..8-gSl '&sffiaSE Engineer & I-norne Validated By r Submitted Y3L�. FRC. Aodmval A _asYBY@4 Situ J�a T ' a version Ma mactunim �� _._. Ji C Engineer & Licwise Validated By �[Wul Val d Submitted -F5C Anywyal r � 9eg.P.sg, 5 Status ReMSigp 2020 Alpine Stuart Le'wle ICC Eva1L1Blon Service. LLC William M, Ranieri. PE 1af312020 102PJ2020 lV0512020 1110512020 Approved Revision "2020 Commercial Concrete. Producte.lne Robert Gillis Samuel A, Greenberg John Hoy 171162020 121t 6/2020 12M2020 ding FBC Appn • Category. mu lira Components S tt I on g Y p 32 D 0r 8: 7 1 71 3377 i4 6 1 191 f ) 1 Care . 9lruclpral C aneln[s ofa g amp 813 550-370T E-34245 352'5M-53 1 1 P { ) 1 7 Subcaegory: Toss Plates sle..nsQelpnalletcom subcategory: Producs Introduced asa Result at precastgatoreyahoo.com Compliance Method: Evaluation Report from a, N my Teehnolagy Product Evaluation Entity Compliance Method Evaluation Report from Florid :Registered Aehitectar a Licensed Florida FL#'Is99.R7 Products - -. Proleas onel Engineer Quilt, Assurance Aoerovedi Use Approved far use lmoad Deal PL#1RMIRroldutts S¢aA Product Model. Number or Name Product Descrlpil Corttract Explratlon area fat HVHZ Outside HVHZ Rosistarl Pressure _ t BCGIAI ine.H her th m : S" I'll p g g fH &a P.. 7 Motel Connector plate 121312024 Yes Yes MIA NJA Quality Assuan Aucrovad far Use Aporuvedfm Use Ynoact Co slot 2 late ITW BGGfAlpine Hinge Plate Motel Connector Plate 12l312024 Yes Yes MIA WA Sea # Protluct Model. Number or Name Product Descrlmlon COMrapl Expiration Date HVHZ Outside HYNZ Resistant Pressure 3 I BGGfAlpins Trull Metal connector Rate 12l312024 Yes Yes NIA NIA 1 Quality Precast or Commercial Concrele Products Precast and Prestressed Concrete Lintels 05252024 No Yes MIA MIA 4 ITW BCG,Alpine Wave Motel Coi mief.r Plate I Ml2024 Yes Yes NIA NIA Florida [)apartmentof Business & Professional Regulation 9, Building Codes and Standards Product Approval Application Detail Pagel of 1 ir12021 Cade Entiy or. Date Data Data Panding Oats T V ype- _gPxyp� M anufacturer C ry to Enarn cf ear&Leanne Validated By Validated alit Submitted FBCAramral A Status oomred Revision 2020 CAST-CR ETE U64 LLC Craig Miami -Dada ECCC-CER NPamino Mlami-Dede BCCO-VAL 0 O2 02 1120202 1 t12 0 7 2 1122D0 Approved Category: Structural Components (813)621 -4641 (786)315-2590 SubCategul Products Introduced a s a Restill apamnoilgoastsrotocom New Technology Compliance Method; Certification Man or Listing P 1 -R13 ProCudls - Queen,Assurance Aooroyed for Use Aobmwd for Use Ion - n vact Dill aed 0 Product Modal Number or Name Product Description capital Expliatlon Date In HVHZ Outside FIV Resistantart Pressure i High Strength: Concrete Lintels 4, 6, B and 121nch wide lintels 05212022 Yes Yes N/A NIA Florida Department of Business& Professional Regulation Builtling Codesarid Standards Product Approval Application Detail flags oft 91292021 Cotle Entity m S Dare Data Patellae Date Tape- Version Manufacturer Cat Endneer&Licemse Validated By V la !dated Submitted FEC Approval Aooroyed Status ARnnation 2020 Alpha Aluminum, Inc, Jose siva Luis R. Lomas sloven M. UnehPE IIII62020 11n62020 1120R020 Approved Category' Panel Wells i4071509-2008 PE62514 1717 1 317-8454 SubCategory: Soft. alphaaiuminuminco-yaho Compliance Method: Evaluation Report tom a a.cam Rance Registered Architect or a Licensed Florida Profeselanel Engineer "Fxrk1654><-RB Product" ., '; `'1 II F ,_ .. 1 1 Quell v AssurN cc, r e Approved to, Use App cued for Us impact Design San A9 Roduat Model. Number or Name Product 9ascrlotion CoMracl Exolratlun Dala In HVHZ outside HVHZ Resistant Pressure I' .Alpha AJUmmgnl Sold&amD Vented Alumin um Soffit( Alph a Aluminum' Sold& Vented :Aluminum DPY302023 No -Yes. No N/A CMU & Wood Saint CMU &amp: Wood March 15, 2022 -Ill N N C_ a) p .,.. 0 L a)� L Q. O O }� = U -0^♦1 W 2 � � �/7�1�. W `v U O � -0 � .'_^ VJ -0 i O LO 0_ = = O U O 0/ �V LL_ O N -� a) cn L O a)LO Q. .- 1 CU -0 .E_ _II t✓/ 0 Q Z Z w J Cn L. 0 fJ N z w � CIO M\ O CL O 0 Q L. 11"al U O 0- n, W 0 M m =3 Q CL O L C W Q 0)W 2'- J Z Q J ^ LL SHEET NO, PA 1.1 N i U) M O U N 0� Strong -Tie Tle 2U20 FBc Approved Products Updated 1zr�orzo2a Sm son Strong -Tie g_Tle 202U FBC Approved Products ts � Updated o o2a Simpson Strong -Tie 2020 FBC Approved Products Updatad-12f34 a02o. « Simpson Strong_ le 2020 FBC Approved Products Updated OSimpson O i a k t • For direct links to all SST approvals listed beldvJ, CLICK: 14ERE. *. ,, r.. , For direct Inks to all SST approvals listed below CLICK HER Er For direct links to all SST approvals listed belovd,. CLICK HERE For direct links to all SST approvals listed beio",..CCLICK WERE. �♦0Q_C W ^ Faa ditiona information regarding ittl s -t i d I e F d ewe Product Approval to n a d.PY.m rid rani Dad "Coup `3la5. a M e t Ys 9 . 9F9r+atldtand ::Nor f iced Acceptance NOA,.CLiCK kER Y - p ( i � s. i .. : information regarding Flcrltl Sta[ewid :P Product Approval System d rill Dad Count I t a e r c A o man Mid a &1 ... 9.. g . pP _.. Ys .... ,.X of a eta NC CLICK N �nE N. c OfAcceptance, ne E. 1 e. f'J,. .... P... ( a :.:. For additi.-naliMarrnati9nr 'ardm- ForitlasStat wild. Product r vary te:. Mi D d County 0 2 I e e Y9d 0 m and amr..a a vu .... 9. 9 PP. Y9.. al of JO. CLICKH RE. Notice e Acceptance t .. E. y... 4 ,._P ( .A) m` �. For tnfamnatt9n-re ardor Hordes s Statewide Product Prove] System and Miami Dade Count Notice ...... 9 g ,cf. @ pP 0.. S's. a ...Y. Of Acceptance NO CLICK HERE. P (., {'J, _ n � n W �✓ FL#2355-R7 - - 11 HSHSC serieshangers Face -mount hangers available in widths ranging from 1.518"to 3- 0 ' - � 9i16' and heights ranging from 4.5116' to 11' Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model Nuinberor Name Product Description version ('ri USC) available for models having w,dth equal to or 0 O .= 1 TiWriStainless Steel Concrete aMasonrytSorew(TTN-SS) 11q y diameter 1 A21,A23,A33,A34A35,A44 Angles: 1 BT,BTB,STH Brick Tres greater than (3) 2 APA21 • APA4 APA6 APVA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14 CMSTCI6 Coiled Straps 12 IUS'series hangers: Face -mount hangers available in widths ranging from 1.7/8" to 3- 0 Q = 3 APB44 APB44R APV666, AP666R, AP388 APB88R APB1010 APB1 OIL OR, APVB44, Outdoor Accents Post Bases 3 C514, C316 CS18 CS20, CS22 Coiled Straps 518" and heights ranging from 9.1/4" to 16". _0 0 U FL#9589-R6 APV844R APVB66 APVB68R APVB88, APVB88R„APV61010, APVB1Di OR 4 CSHP16, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU363-80S LGU5:25 SDS Face -mount hangers C y_ 0 (� 4 APDJT2-4 APDJT2R-4 APDJT2 6 APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6:. Outdoor Accents Deck Joist Ties 5 CTS218 Compressionflension Strap 14 LU24 LU26, LU28, LL1210 Face -mount hangers Co 0 Sea # Product Model, Num bar or Name Product Description APVDJT2R-6 6 DSP; SSP TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers- -0 0 1 SDIO112DB6 Outdoor Accents Connector Screw 5 APHH46, APHH46R APHH610. APHFi61DR Outdoor Accents HeavyHanger g 7 H1, F110A H25A, H3 H6, H7Z. H1E. H16S, H16-2 H 16-25 HurncaneTles 1 6 LUSse series hangers r ge Face -mount hangers available i widths ranging from 1-91 - mn. dth angi g f m 16 to 4 0 L +� L- 2 SD9112 SD9212; SDI 0112, SDI 0212 Strong Drive SD Connector Screw 6 APL4, APL6 APT4 APT6, APVL4, APVL6 APV74 APVT8 Outdoor Accents L andT Beam -to -Column 6 HGT-2 HGT 3 HOT-4 HeavyGirderTiedown 518" and heights ranging from 3" to 10-15f16' ,CL 3 SD9112SS, SD9212SS Soong-DrMeSD Connector SS Screw 7 APLH24, APLH24R. APLH28, APLH26R, APLH210; APLH210R Outdoor Accents Light Hangers 9 HS24 HarricaneTre' 17 MGU3.63 ^aDS, MGU5.2SiSDS, MGU5i54-SDS, MGU5.62-505, MGU7:00-SDS Face -mount hangers 4 SDCF A 22 34 SDCF2251 , S F226SDCF 27 2LjC 14, 2 OD, SDCF22858, SDCF22'014, Strong DNve SQCP Timber CF Sci+ev� 8 BVLZ Brick Venei7r L d er:Connector g 1 0 HS52- D 1 5; ; S2.2-SDS3 H-3=SD53 HSSA-SDS3 S S . WS SS2 Heavy Stud Shoe 18 MIU arras bangers ,, _ r-e Face mount hangers avalable m widths ranging from 1 9116 tc � SDCF221134, SDCF221334, SDCF271958 SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5 HST9 Straight Straps lf6 and heights ranging from 6-15116' to 19.1l2". 5 SDCP22434, SDCP22512 SQCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z,'C,1T5Z, CJTBZ Concealed Joist Ties 12 HT816 HTS20- HTS24 HTS2 HTS30 TS30C Heavy T Strap , , $, _ , H a y vast t p -' 19 MUS26 MUS28 Face mount hangers SDCP221100SDCp221134,SDCP2714OO 11 DJT14 Deck Joist Tie 13 HTS016KTZ-HTS020KTZ Heavy Twat Strap 20 SUR,SUL SURC,SULCseries hangers Skewed face -mount hangers aYdlableinwidths langingfrom l- ri 6 SDHR27400, SDHR27614„SDHR31400, SDHR31614 Strong-Drive'SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from 31116' to 1S-T4". 7 SDS25112. SDS251 4 SDS2.-20 SD S2 2 3 , 5 0,. DS 521 SDS25300 SD525312,SD525412. _ Strong -Drive DnveSDSHeav Heavy -Duty Connector5crew 9 .. .Y Y 13 FC4.. FC6 -- framing Clips 15 LSTA9 LSTA12;,LSTA15, LSTA18, LSTA21 LSTA24, LSTA3Q, LSTA36 Straight Straps( Concealed flangeversion SURC SULCavallableforalldauble ) SDS25500 SDS2560D, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps - 2X and.4X models, only acute flange is concealed: 8 SOS251125S, SDS25200SS; SDS25212SS, SDS2530OS5 SDS25312SS Strong -Dave EDE Heavy Duty Connector SS Screw 15 GA1 GA2 Gusset Angles 17 LTB20 LTS40 Bridging 21 U series hangers, Face mount hangers available in widths ranging from'1-9116"tc 9 SDWF2716, SDWF272Q SDWF2724 SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A H2 5T H8: HI OA-2 HI 0S H14 HGA10 , HurncaneTies 18 LTS12, LTS16,; LTS16 LTS20 .' Light Twist -5 6 and Heights ranging from 2 c18 to 11 1J4 . 17 18 HCJTZ. HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27 MST37, MST48, ms-rw, MST72 Medium GirderTiedown Straight Straps FL#10007-IRS. 19 KBS1Z .Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15, :MSTA18 :M8TA21 MSTA24, MSTA30 MSTA36 M8TA49 Straight Straps. - FL#10667-R6. 20 LSO, L50, UO, L90 Angles 22 MSTC23 M5TC40, MSTC52 MSTC66; MSTC78 Straight Straps Sea # Product Model. Number or Name ProductDescriotidn 21 LCE4 Post Cap 23 MSTC4803, MSTC6663 Pre Bent Straps Sea # Product Model: Num bar or Name Product Desorption 1 ATR318, ATRV2, ATR518 ATR314 Threaded Rods 22 LS30, LS50 LS70; LS9O Skswabie Angles 24 MSTI26 MST136 MSTI48, MSTI60, MSTI72 StrauntStraps 1 BA series he Top flange hangers available in welthe ranging from 1-9115"to 7- 2 ATUD5, A7UDB-2; ATUD9, ATUD9-2, ATUD9-3; ATU014, ATUD14-2 Aluminum Take Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12 MTS16 MTS18 MTS20MTS24C MTS30 MTS30C Mdium Twist Strap 118 and heights ranging from 7-118"to 30", 3 SP318-2 BP112 BP112-3. Bps/8-2,BP518-3 BP314 S f4-3 BP P3 RTUD34 Bearing Plates g a 24 LSSJ26LZ, LSSJ2BRZ, LSSJ28LZ, LSSJ28RZ, LSSJ214LZ, LSSJ210RZ Field Ad)ustable Jack Hanger 26 _ _ _ _ _ NCP,2x10 12, NCA2x12 12, NCA2x816, NCA2x1016, NCA2x9216 Bridging 2 DGBF series hangers ,, r _ Top flange hangers available m+Moths ranging from MIS' to 7 4 CNV 1318. CNW112, CNW518, CNW3/4 CNW518 112, CNW314 518 Coupler Nuts 25 LSSRi 81, LSSR21 LSSR2;37 LSSR2.56; LSSR210 2 LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RGWaI Z RCWB14 Wall Bracing 1f8 and heights ranging from 9-114 to 24". 5 CTUD55, CTUD85, CTUD66 CTUD75,;CTUD76, CTUD77 CTUD87 CTUD8$ CTUD97; Coupling Take -Up Device p 9 p 26 LTP4 TP5 lt6s B RPS22; RPS28' Repair Plate Strap 3 DGF sends hangers- Top flange hangers available _ " _ ranging from 1 112 to 3 GTUQgB, CTUD99 27 ML232LML24Z, ML28Z, ML287 ML21OZ Angles 29 RRSP StrJd to Riate Connector 5f8 and heights ranging from7-114'to 24". 7-1 4" to 6 N3; N4, N5; N6 Heavy Hex Nuts 28 MMH8 Roof -fie -Down 30 SP1; SP2, SP4,,SP6, SPB Said Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B RTUDS RTUD.6, RTUD7, RTUD8 RatchetingTake-Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6 SPH$- Heavy Stud Plate Tie 5/8 and heights ranging from 9-V4" to 24". - 8 T1JD9, TUD10 Take -Up Device 30 MMLU26 MMLU26.2 MMLL128 MMLU28.2 MMLU210 MMLU1211 MMLUI39 MMLU131'1 , Face -Mount Hangers 9 $2 SS1;5 SS2.5 SS3 SS4.5 h" Stud S oe r � r EGa, EG7, EG9:senes hangers f ' v r, " ' Top lange hangers available ranging from a-114 to 3- S: TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9; ST12 ST18:, ST22, ST292 ST2122, ST2115. ST2215 ST8215, ST6224 ST6236 Straight Straps: 71B and: heights ranging from 11" to 32117, 10 URS3 318 Uplift Rod Run Tieaown System 32 RST-3 Roof Tia-Down 34 TB20, TB27 TB30, TB36, TB42, TB48: TB54, TB56, TB6D Tension Bridging 6 EGO series hangers' Top flange hangers available in widths ranging from 3-518"to 7- 11 URS4 1/2' Uplift Rod Run Tledown System 33 RTC227, RTC42, RT02Z RTC44 Rigid Tie Connectors 35 TWB10, TW812, TWB14 Wall Bracing 114 and heights ranging from 11.114' to 32". 12 URSS 5f$ Uplift Rod Run TiedownSystem : 34 ETC, .STCTDTC.HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch GirderTiedown 7 GLS.serieshangers Saddle: hangers available in widths, ranging from :B-1/4"to67f8" 13 URSB 314 Uplift Rod Run Tedown System 35 TJC37, TJC57 Truss Jack Clips 37 VVB106 WB106C, W6126, WBI26C, WB143C Wall Bracing and heights ranging from 8 1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1I V to 7- - 118 and heights ranging from 11"to 32" FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1'-9/15' to-T- FL#10447-115 1/2 and heights ranging from 8" to 39" Sec # Product Model: Number or Name Product Descrlption Sec # Product Model. Number or Name Product Description 10 HGLSaeries hangers Saddle hangers available in widths ranging from 5-1X'to 8 718" 1 DTT2 Hold-down Sag # Product Model, Number or`Name Product Description 1 C9H2 37x5 5, CBH2 37x7 83 CSH237x9.75 Concealed hangers and heights ranging from 10-1 /7 to 28", 2 HDC1014, HDC10122 Hold-down 1' AHED Adjustable Hip End Connector 2 DU, DHU, DHUTF series hangers Face mount (DU, DHU) and top flange (DHUTF) hangers'- 11 HGLT series hangers Top'flange hangers available in widths ranging from 3-114'tc 8- 3 HDQ8; HHDQ11, HHDQ14 Hold-down 2 DSC2R SDS3, DSC2L-SDS3. DSC5R-SDS3 DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116"to 39116' and heights 718 and Heights ranging from 7-112'to 32". 4 HDU2, HDU4, HDU5, HOU8,.HDU11, HDU14 Hold-down 3 GBC- Gable Brace Connector ranging from 9-118 to23.15116"`• 12 HGLTV series hangers Tap flange hangers available In widths ranging from 3-It4" tc 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81 HCP2 HCP4 Hip Corner Plate 3 HGU3 63-SDS, HGU a:25-SDS HGU5:50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7 25- Face -mount hangers 118 and heights ranging from 14" to 33" -6: LSTHDS LSTHDBRJ Strap style hold-down 5 HHRC2-2 HHRC42 HHRC42 2 HHRC4/1.81, HHR044 HHRC52513,25; 1-11-IRC5.3713:12, Heavy Hip to Ridge Connectors SDS,. HGU9.00-SLS 13 HIT. series hangers. Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in wudtrs ranging from'1-518" to 7- 9/16 and heights ranging from 18"to 26". a MPA132, MPA144 Strap -style purlin anchor 6 HRO1.81, HRC22 Hip Ridge Connector 316 and heights ranging from a $116' to 12 718". 14 HUSTFseries hangers Top flange Joist hangers available in widths ranging from 3-11f8"to 9 PA18 PA23 PA28;PA35,PA51 PA68 Strap -style purlin anchor 7 LRU26,LRU28,LRU210:LRU212 Rafter Hanger 5 HHGU525-SDS,HHGU5,50=SDS HHGU562•SD6,HHGU700•SDS:HHGU725-SDS, Face -mount hangers 39116"and heights ranging from 5318 to13-118", 10 PA18,PA123: PA128 PA135 Strap -style purlin anchor 8 LSU26 LSSU28, LSSU210 Light SlopeableiSkewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10 STHD1 ORJ Strap -style hold-down 9 T8E4, TBE6 Truss Bearing Enhancer 6 HHU326.2 HHUS28.2 HHUS210-2 HHUS46 HHUS48 HHUS410 HHUSS 50MC: Face -mot nthangers, 112 and heights ranging from 3-7/11" to 15" Concealed flange 12 STHD14, STH014RJ Strap -style hold-down 10 TC24; TC26, TC28 Truss Clip HHU57.25f1D versioni(H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2• THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR HSUL HSURC HSULC series hangers Skewed face -mount hangers available In widths ranging from 3- greater than 2-9116". THAC422, THA426 THA422-2 THA426=2' 11$ to 5-118 and heights ranging. from 4-314" to 15-314"_ 16 HWP series hangers Top Flange hangers available in widths ranging from 1-9116" to 7- 12 THA1181f22, THAl2 06122, THA121122, THAI222, THAI322 THAI$522; THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed' flange version (HSURC, HSULC) available foiall 1/8 and heights ranging from 5.318" tc 26''. 3 7HAC422 THAR422 Skewed Truss Hanger double 2X:and 4Xmodels' only acute flange I,,concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26 LTHJA2$, LTHMA Multiple Truss Hangers 8 HTU2e: HTU2B. HTU210 HTU26 2, HTU26 2 HTU210 2 Face -mount hangers 112 and heights ranging from 5.318'to 32". 15 7HJM2-4-SDS3; THJM2 5-SDS3, THJU26, THJU26-W :Multiple Truss Hangers -.9 HU;' HUC series hangers-. Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in wdths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112 and heights ranging from 2.718" to 191t4 Concealed flange 518' and heights ranging from 9=118" to 16". 17 VPA2, VPA25 VPA3 VPA35, VPA4 Variable Pitch Connecters version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width oft-9116' and heights 18 VTCR Valley Truss Clip greater than2-gf16". ranging from5-313"to7-114", 10 HUCQ1 8119-SDS, HUC01.81111-SDS; HUCQ210=2-80S HUCQ210.3-SDS, HUCQ310- Face mount hangers 20 JBA series hangers Top flange hangers available in width oft-911OF' and heights SDS; HU00410-SDS, HUCQ412 SDS; HUCQ5 2519 SDS, HUCQS 25111-SDS, HUC0610_ ranging from 9-3/18"to13-1d8''. SDS; HUCQ612-SDS � r1 ViRTJAL REV,eyW ASSIST ✓irk; _. T` r,A A�isst, Inc. � Di 'Pit,r P tri s th for cos�I� �i�� ,i'i 1� b Edition y ®eb r �� _ m on strong -Tie Tle 2020 FBG Approved Products. p g pp Updated 12/30: Q... p • � Simpson Strong -Tie 2024 FBC Approved Products Updated l rJorza2 «. � _ Simpson Strong -Tie 2Q20 FBC Approved Products Updated 1a13o12020 p Simpson Strong Tire 2020 FBC Approved Products Updated 12/3v12o2o For direct linksto all SST approvals listed tielarr, CU09 HERE.. For direct Inks -to all SST approvals listed bela,vj CLICK HERS. Pot direct Inksito all ZaT approves listed belmel CC. For direct Inks to all SST approvals Ilsleb,elov,, CLICK HERE .A . For additional e regarding FIin as,St Statewide Product tAPProval System and Miami -Dade afAdcaPkin Acceptance . . ,., Fri:additional information regarding FlondasStatewide Rr9ductApprovatS stemana CrantvNoticeof (NOA}, .Miami -Dace_-. _.. a : Ec[ additional information regarding Ixda.s.Statavide.Product Approval System and County Notice ofAcceptancede tanteiNUA?� si . For Information regarding Florida'sFldas Statawida Producl.PProyal -System aria Mi m-Da e County Notice of Acceptance (NO. ),G. 21 LB series he Top flange hangers available in width of 1-0116" and heights FL#11468-R5 IS SILBV1 56, S1LBV1 81 1 81LBV2 06 SILBV2 37, WLSV2 56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from5-31$" to 15-116": SIUBV356, SILBV3.62, S1LBV406-S/LBV412 SILBV4 28, SILSV475. S1LBV5.50 ,6 Strong-Bolt2 (SfB2 STB2-4SS,8-1`524SS)- Strong-Bok2 Wedge Anchorfor concrete available incarbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights Sea if Product Model. Number or Name Product Description 19 S/LTT20, VDTT2Z, S/H T14, HTT4, HTTS Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116' to 13 118", 1 HHUS210 3, HHUS210-4 Joist Hanger 2O S/MST60, SIMST72 SIrdipsL 118 mil (10 ga) 7 Titen HD (iHD-H, THD HMG, THD-H4S3 THD HOSS, THD-CS, THD-CSBSS) Titen HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3,. LEGS LEG7 series hangers Top flange hangers available in wdths ranging from 3 114" to 6- 2 HRS6, HRSS HRS12 Strap Ties 21 SPA; BPS Shad Plats Ties available with hex head in carbon steel and Types 304 and 31.5 718and heights ranging from 9" to 33 112',. 3 HUCQ210 2-SDS, HUCQ210-3-SDS; HUCQ310-8DS Joist Hanger 22 SSPi:DSP; TSP:' Stud Plate: Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114'to 6- 4 THGBZ THGB3, THGBH2, THGBH3 THGBH4 Joist Hanger 23 STC, DTC° Truss Clip Type 316 stainless steel 718' and heights ranging from g'to 32 112' 5 7HG02-SDS3, THGQ3 SDS4 5 THGQH2-SDS3; THGQH3SDS4.5, THGQH4-SDS8 Joist Hanger 24 TBD22: Truss Brace Diagonal 8 TitenHO Rod Coupler (fHD37634RG; THDSO04RC) Then HD Threaded Rcd Coupler for concrete 25 MIT series hangers g - "t g hangers available in ranging from 1 8116 to 5 e fi' THGW3 3, THGW3-4 THGW43, THGVV4-4 Joist Hanger 25 TJC37 Truss Jack Connector 8 Titen ; HD Threaded Rod Hanger (THDB25158RH, THDB37158RH; TH037212RH; Titan HD Threaded Rod Hangerfioraondre� lff'an 118' and heights ranging from 9-1 14" to 24". THD50234RH, THD10212RH) 25 PF; PFB, PFDB; PFDSB series hangers Top flange hangers available in width of 1 9116"and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/B to7ii8" FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in wdtns ranging from 1-9116" to;7- Sea # Product Model. Number or Name product Description Sea # Product Model: Number or Name Product Description FL#116230-Ri3 Ili and heights ranging 9 114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 62-SDSHDG, CCGM4.62-SDSHDG CCQM550-SDSHDG, CCTQM3.62 SDSG, Masonry Pier Caps 2 FGTR; FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CCTQM550-SDSG, CCCQM3:62 SDSG; CCC6M462-SDSG, Sea # Product Model. Number or Name PmductDescriotign ,3 H16,:H16S H16-2; H16 2S Hurricane Tie CCCQM55O-SDSG 1 AT XP AT XP High Strength Acrylic Adhesive for concrete or masonry FL#10960-R5 4 HETAI2, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM362G-KT, ECCLQM462G-KT, ECCLCW550G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Ad hesive for mason ry 5 HETALI2,HETALI6HETAL20 Embedded Truss Anchor ECCLLQMD462GKTECCLLQMD5.bOG-KEECCLRQMD3;62G-KT,ECCLRQMD4.62G- 3 SET-XP SET-XPHigh-Strength Epoxy Adhesive for masonry Sea III 1 Product Model. Number or Name Product Descrintion B HGAM'ID HM9 Masonry retrofit connectors KT,ECCLRQM6550G-KT 4 Strong -Bolt 2(ST82) Strong-Boft2 Wedge Anchor for masonry ABA44.ABA44R ABA46 ABA46R ABA66.ABA66R .. Adjustable 7- HHETAI6 HHETA2D HHETfl24 HHETA4O Heavy Embedded Truss Anchor 3 HGUN1525 HGUM550, HGUM700 HGUM72S HGUM900 Heavy Masonry 5 Tilen:2(TTN2) Titen W 2 ABU4 U4 AB 46 8U 6R BU5.5 ABU5-6_ BU6 4 AB 4R U A 4 A A 5 ABU66 ABUB6R. ABU 8 8 Ad useable Post Base 1 $ _ ,'.' 5 LGT2 LGT3 SDS2.a LGT4 SDS3 GirderTiedown 4 - - LGUM26 2 LGUM26 3 LGUM26.4 LGUM28 2 LGUM28 3 LGUM28 4 LGUM210 2. Masons Bea Hangers y m g_ 6 ire D D, S D- S D- S S Titen H (TH H4S , TH _H6S , TH C 6S) Titan D Heavy -Duty Dut Screw Anchor r concreteavalab e in 304 H H y- y A for I ABU88R:, ABUIO101ABU1010R ABU1212; ABU1212R •, 9' LTA2 Lateral Truss Anchor LGUM210.3 LGUM210-4, LGUM46, LGUM48 LGUM410' or ale stainless steelwith hex tread, and 316 stainless steel with 3 4 ABW44Z ABW44RZ ABW46Z ABW46RZ ABW66Z /SBWB6RZ. A BW7 7 AC4, AC4R, ACE4; ACB ACBR, ACE6 ... Adjustable Post Post Cap 1D 11 META12 META18, MEl-A18, META20, MEiA24; MEiA40 MSTAM24, MSTAM36MS7CM40, MSTCMaO Embedded Truss Anchor Strap Tie for Masonry o _. MBHA312f9:2a, MBHA312111 25, MBHA3.v6172v, MBHA3.�6192�, M8HA3:a6l11.2�, MBHA3-56111.88,, MBHA356114, M13HA3.56AS, MBHA356118 'MBHAS 50f725, Masonry Top Flange Beam Hangers- 7' Titen Turbo (TNT) countersunk head Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46 BC4R, BC6 BC6R; BCB, BCS2 214 BC52-316 Post Cap 12 MTSM16, MTSM20, HTSM76, HTSM20 Twist Strap for Masonry MBFFA5.501925; MBHA5 50111.25, MBHtt5.50111 88. MBHA5 50/14 MCHA5 50f1$; 6 C944, C646, 05481 CB66, CB88 Embedded Column Base MBHA5.50f18 7 CSSQ44-SDS2 CBSQ46 SDS2 CBSQS6-SDS2, CSSQ86SD52, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5619.25, MBHU356111 25, MBHU356f11:88 M5HU3,56114, MBHU3.56116 Masonry Beam Hangers FL#16937-R3 CC, ECC'ECCU Series Bolted column caps with W1 ranging from 3-114"to 9-112'and: FL#114%-R5 MBHU356/18 MBHU55019.25 MBHU55011125, MBHU550/1188, MBHU550114; > W2ranging from 3.5/8 to7-1/2" MSHU550116 MEHU550118 Sea# Product Model, NumberorName Product Descrigtioh O 9 CCQ-SDS2.5: ECCQ-SDS2.5 Series ' Screwed column caps with Wi ranging from 3 114 to 9112 and Sec .# Product Model, Num bar or Nam Product Description 1 X3461016-5K X1S1016, X181016 4K i01S1016 XQ161016.41K 91046 Strang Drive X MetalSeff•Dnlling; Tapping Screws with #3 L W2 ranging from 3.518 to 7-112" 1 DTT1 Z DeckTension Tie Drill Point 10 CPT44Z, CPTB6Z, CPT88Z Concealed Post Tie Base 2 HD121 HD19 Bolted Holdowns FL#13975-R6 2 XL0114Ti22,4, XLQ114B1224-2K 412-24 Strong -Drive XL Large; -Head Metal Self -Drilling; Tapping Y.L 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B;. HD5B HD713HD913 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 PPS4Z Embedded Post Base 4 HTT4, HT75, H775-314 Tension Ties Sea If Product Model, Number or Name Product Description 3 XMW 14S1224, XMQ114el224 2K 412 24 Strong -Drive XM Medium -Head Metal Sell-Driiiing, O 13 LC644, LC366 Embedded Column Base 5 LTT19 LTT206 LTT131 ,,. Light Tension Ties 1 SDW22300 SDW22338 SDW22438 SDW22458, SDW22500 SDW22B0Q SD 22638. W on Drive SDW EWP-PLY d TRUSS -PLY Scr ws Sb 9 ane_ Tapping Screws with#5 Drill Point and Medium Diameter Hex pp g 14 15 LPC4Z; LPCBZ MPB44Z, MP666Z, MP088Z Light Post Cap Moment Post Base 2 SDW22634 SDWC15450. SDWC15600 TRUSS 4 XQ114S1224XQ114B1224-2 5K X114S1224, X0112S1224 XQ112B1224-2K #12-24 Strorg-Drive X Metal Self -Drilling, Tapping Screws with #b Drill Point � }� U _ Strong -Drive SDWC Screw 1 6 B 4: R P 44, PB 4 , PB-06 P866, PB66R Embedded Past Base FL#13628-R5 3 SDWH19300D6, SDWH18400DB, SDNJH19600DB, SD1NH19800DB;-SDWH191000DB Strong -Dave SDWH TIMBER HEXScreml 5 X1_34S1016_ XtJ3461016 5K #10 16 Strong-DriveXU Metal Self Drilling; Tapping Screws with 17 PBS44A,PBS46;POS66 Embedded Post Base 4 SDWH274000 SDWH27600G SDWH278ODG SDWH271CODG SDWH27120OG Strong Drive SDWHTIMBER-HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Pjgduct Describtion 5 SDWS16212, SDWS16300, SDWS16312, SDW516400 Strong-DIIve, SDWS FRAMING Screw 19 PC44-16: PC46 16; PC48 16; PC64-16 PC66-16 EPC44-16, EPC46 16 EPC481B, Post Cap 1 SB518z24 S8718x24, S31x30 SB Anchor Bolts. :6 SDWS19600, SDWS19712,'SDW522400,SDWS22500,SDWS22512, SDWS22BOD, Strong -Drive SOWS TIMBER :Screw (Interior Grade) O EPC64_16, EPC66-16 2 S5TB16 SSTB20-SSTB24,:SST628, SSTB34, SSTB36, SST816L SST62OL, SSTB24L, SSTS Anchor Bolts SOWS22800, SDWS22900,,SDVVS221000 SDWS221100, SOWS221200; SDWS221 Soo FL#35320-RO 20 PC4Z PC4RZ, POSZ, PC6RZ; PC8Z, PC8RZ EP04Z, EPC4RZ, EPCSZ, EP06RZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB. SDWS22400DB. SDWS22500DB". SOWS22600DB, SDWS22800DS, Strong -Drive SDWS TIMBER Screw(Exterior G rade) EPCBRZ SDWS22104DD6 Seg # Product Model Number or'Name ProductDescnption 21 PP844-4Z, PPB44-6Z Post Base 8 SOWS223121366; SOWS22512DEIB Outdoor Accents Structural Wood Screw 1 DSSCB43 5 DSSCB48, DSSC648 DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base 1`1*3872-Rdl 9 SDW8273DOSS; SDWS2740OSS, SDWS2750OSS,.SDWS2760OSS, 5DWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43 5 FCW5,5, FCB4T5 FCB49 5, FCB411:5 Bypass Framing Fixed -Clip Connector S©W5271000SS, SDW52712005S 3 FPHSD34S1016, FPHSD3481016 FPHSD34B1018-5K FPHSD34S1214';, 910-16 and #12 14 Strong Drive FPHSO Framing-tc CFS Sell- Sea.# Product Model, Number or. Name Product Description 10 SDWV13400 Strong-DriveSDWVSOLETORIMScrew FPHS03481214,FPHSD3461214.5K Drilling, Tapping Screws ICU F141:0866-R5 1 CMST12 CMST14, CMSTCI6, CS14, CS16, CS16, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSPC2 25 LS,PG4.25, LSFC6.25, SFC2.25 SFC425, SFCB 25 Steel Framing Contractor U 2 HRS6, HRSS HRS12 FHA6; FHA9, FHAl2, FHA18; FHA24, FHA30 MSTI26; MST136, Straps 97 mil (12.ga) 5 LSSC4 25, LSSC625 SSC2 25 SSC4.25 SSC6:25 MSSC2.25 MSSC4:25 MSSC6:25, Seel Stud Connectors Sea # Product Model Number or Name Product Description MSTI48, MSTI60, MSTI72 S1MST27 S1MST37 SIMST48 MSSC4.25KW MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS3DC Heavy Twist Straps FLik1.5363-R3 6 RCKW3, RCKW5.5, RCKW7 5 RCKW35 RCKW5'5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit' Foundation Plate 4 LSTA30, LSTAS6, LST149, LSTI73, MSTA9, MSTA12; MSTA15; MSTA18:, MS7A21, MSTA24 Straps 43 mil (18 ga) 7 SC8435, SCB45.5, SCB47.5, SCB49 5, SCS411 . MSCB45.5 MSCB47.5 Bypass Framing Slide -Clip Connector nn 3 _ G 6 G 4 8 86. 8- H46 H 6 GH4 .GH4 8,GH4106,GH4108,GH666.GH668 GH686 GH68 , 8, GH61 O 6, GH610-8 Girder Manger 5 6 LSTA9, LSTA12, LSTA15 LSTA18, L5TA21. LSTA24, ST292 ST2122 ST2115 ST2215 LSUBH325 SUBH3 25, MSUBH3.25 Straps 33 and (20 ga) Bridging Connector Sea # 1 Product Model, Number or Name AS 18. AS 18S5 AS1830 - Product Descnptton 18 ga Truss Plates 8 9 _ SC532 5f97, SGS62 5/97 SCS62 57118, SCS82 51118, SCW3.25 SCW5_a Bypass Framing Connector Head -of -Well Slide -Clip Connector ti 4 GLB5A, GLB58, GL65C, GL85D GL67A, GLB78, GL87C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC825 SJC10.25, MSJC8.25 MSJC10.25 Steel Joist Connectors 5 GLBT512 GBLTOI2, GLBT516, GBLT616, GLBT520, OBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18 LTS20 Light Twist Straps 3 AS•20 20 ga Truss Pate 11 W83 518 Bypass Framing Slide -Clip Strut Connector O L 6 HGLBA, HGLBB,,HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36; ST6215, ST6224. ST9; 5712, ST18 ST22, MSTC28, MSTC40 MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XL5H3401414, JtL81-17861414 #14-14-Strong-Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HOT-3, HGT-4 Heavy Girder Tiedown 10 IMSTC66t MSTC78, ST6236 Straps 68 mil (14 ga) Screws w 8 UFPI0-SDS3 Universa l Foundation Plate 11 MTS12, MTS16 MT818 MTS20 M7S30; M75241C; MTS30C Medium Twist Straps- 13 XQ1S1016, XCIl B1016 41< "XQ1 S1214,::XQ1131214-35K X078S1224,. X078131224-3K, 410-16, 412-14; and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SI81.56, SIB1.31; WB2.06, S62.37 SIB2,56, S1B268, S18312, SIB3.56i S1B3 62, S1B4.06; Top Flange.Joist Hangers FLA15730-114 XQ114S1224 XQ11481224-2 5K XQ112S1224, XQ11201224-2K, X3461016-5K, Tapping Screws Q SIB412, S1B4 28, S/64.75, S1B5 50 X1 S1015, X1 BI OI 64K, X1 S1214 XI B1214.35K 13 SfBA2,1218, SIBA2.1211Q SIBA212J12: SIBA212114; SlBA4:1818. SIBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SIBA4ISM2, SIBA418f14 1 ET -Hp Adhesive Anchor for concrete z 14 SIH1A HurncaneTie 2 GAO, GDP GDPM-50,GDPM75 GDPM-100,GDPS GW-50 GW-75 GW-100,GTH Gas -actuated fasteners and assemblies 15 SIHD8S SJHO86, S/HD1OS, S1HD10B, S/HD15S, SfH015B Holdowns 3 PDPA, POPA-K, PDPA MG, PDPAT, PDPAT K, PINW, PINWP, PINWP.W, PDPAWL, Powder -actuated fasteners threaded studs, and assenrtilies Q 16 S1HDU4, S/HDU6; S/HOU9 SIHOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, P7RHA3, PTRHA4 -J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 15, 2022 PA 102 Q) C_ Co Q) > MIAMI, MU_%a_RADECoUNW 7RoDucrc0v_MoL sm-ncm_ PGT Industries,, Ine. 0 =3 PGT Industrigg, Lw. 0 I m5swmst"� Rownws N1O`UC-E OF ACCEPT XNCE: EN-MENCE SUBMITTED NOTICE Of, AC CEPTAN CE. EVIDENCE SUBNEOFIT-D -0 .DEPARTME4T GFLREGLTIATORY A" ECONOMCLL RESOURCtS �OZER) Min* Fkd& 331751-:2474 BOARD AND CODE ADIMNMTRAT14M DrUMN T(7t6),315-2590 P99*3154599 NOTICEOF ACCEPTANCE-. EXIDLNCE SUBMITTED D. QUI-AL117YASSURAINCE (3) C-) -+.- U) - NOTICE OF ACCEPTANCE (-NO-k) NOA 1. Evidence submitted under prenous- L A. DRAWINGS B. TESTS (cantinned) 1- Miu&DadeDepartmmlofReguhlorymdEamomicR=urm&OLER)- =3 CT3 Fn -0 0 M 0 -0 _a 0 PGTIndastries,Lw. 1070 Technob Drive, U I - Manufacturers die diawings; and sections. 5- Testreparton I)AirlufdftatimTwpefFBC,TAS202-94 L_ 0 0 North Venke, FL 3427-5 (SubmtNed under N10,4 No. 11-016Z 04) 2) Unifom Static Air Pluzue Ttst- per FBC, TAS 202-94 1. ALITER14LI, CERTIFICATIONS 0 LL S COPE 2- Dmwing No- IM-5570.0, tifled"19uryl, Sliding -Glaz Door NOA-W�, sheets I 3)WaterResistawe Test, per F-BC, TAS 202-94. L Notice. ofAcceptance No- 1-5-V-28.14 issued to Vision Extrusion Limited for- their M 0 Co ThnNOA is being issued -under the applicable rules and regulatkw governmg the use aftowtuctionnufteriakm1i through 21 of 21, prepared by manuf2cluter, dated 1,0105/15, with, revision A dated 4) Large Missile Impact Test pff FBC, TAS 201-94 �%Ildte Rigid PVC Exterior Extrusions fior Windows and Door�-, dated 09q3 /15.. 0 > Cn -0 E do cumentation s4imitted has been reviewed aM acc ep W by Mmmi-.D&&e C =Ay RER _Piodwt Con'tra See tiDn to 04105,47, signed and sealed by A- Lynn Miller- P.E. 5) Cyclic Wind Pressmie Loadingpff FBC, TAS 203-94 oq&W, m 0930A9, C/) (1) "0 0- bei used iii NfiamiDade-Caimy and odwrareas whereallovii-edbythe Aufficrityllaving Imisdiefion. (ARJ)- 6) Foxed EWy Te,st_ per FBC, TAS 202-94 2, Notice,. of Ac 20.08 issued to Vision Evtruston Lisnited fortheir -'VE U) Co C) This.NOAshanottkevaWaf&-rtheexpaa�mdate,statedbelow-neMia=-Da&iDo=lyptuductczntrw&c*n B. TtSTS -ed up -Wation diagrani of vmyl'slidiE9 glasst do", prepared along withmark doWings ad Inst. iow Tan 202 and lighter Shades (Non-Allite) Rigid PVC Eitwitor Extrusions fai- U) (In Nfiami Dade County),anNorthe AIU (inweas ofter thanMiami Da&Ccmu�r) res erve the tight to ha -LT this I -1nit re ft on 1) Uidorm StatitAir Pressure Test, . po Per FBCr TAS 26244 by, Fmcstration Tmfing Lab- Inc, Test,RqNxi No- Fn 9549, dated I L06(15, signed and 'Windows and. Doors", dated 12168A 6, expiring on. 12Q9,Cl- product or-materiA te�dforquahty &s==cepuTc5eS_1f&iS, vrodl�dormak�rialfails to peiffi=,inthe accepted Large M_ FBC-TAS201L-% sealed by 1"mis OrteA P. E_ (rest repiort wAsed on JL2104115 and 02111116) ss 15 L WAtQVjsi0flEj SiOUL 3- Notice. of Acceptance No_15,-Vig. I;ttuited for tb& r, manner,therna ctarw will.incurffieexpea8keof su&te.-MngmdthL-AWnwyin=a&ate-lywvoke,:modify, or- 3)Cyclic Wind Prmwe Load perFBC,TASV3-94 6 Test rqxnt on 1) Air Tufftration Test, per FBC, TAS 202-94 Coated (PaintedorLaminated)Whke Rigid PVC Exm-!Dr Extradons for smpmddl'e..U$eGfL�ue-hptud,ac�tormai�-�wiffiia&eirjurh&ck,=. RER reserves the tight to revoke this 'Lug a1mg-wittimulwd-up drawings and in&allalion diagrain of vin)4 slkfing glass door, prepared 2) Unifom Static Air Pressm Test- per FBC, TAS 202-94 Windows and Doors", dated- 08113/15'LeXpif-Mig on 0930119- acceptance, if it is determined byNfivni-Dade ConaryProduct Ccubrol-Section dtat diis product of material fails to by Fenearation Trstmg Lab, Inc, Tmt Rf!pQrt-No- FTL 9717, dated 1.107/15, signed and. C L 3)WaterResinanoe-fcstperFB TAS2202-94. 4- Notice "712.02 i&sued to ENERGI Fmestmtion Solutions USA, Of ACr .'eptance NG, I This productis approvedas des�'hmin andhas bee-n desiped to r-wiply wi& the Hari& BuildiogCode- sealed by Idalmis Ortega, P_ E_ (Teo report revised; on, 02/15/16 and 0212V16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc- for tbek'7AN3040 and Lighter Shades (Non -White) FjodPVC Exterior Ancluding the High VeJociiy'ffumraw.Znr_ 2,. Testrepwon 1).4irInfibratimTer,,tpe_rFBCTAS�10'7,94 5) Cyclic Wind heztae Loadingper FBC, TAS 203-94 Extrusions-forWindowsand Doo:rs�'dated 09115116- expiring on027JW1211_ DESCFJF1T0N: Series -"_557W2 770'"Vinyl SIding Glass Door (Reinferred) w*o 901 & 13-54 corwni.-L.ML 2) Umfom Static Air Reswe Test- per FBC,,TAS 202-94 along with marked -up dow-bW and installatio diagrartinfvinylshding glass door- W" � prepared -5- Notice of- AccepU= No- 16-0712.&1 issued to ENERGI Fenestration Solutions USA, "Bronze NT sheft _AYPRo,V.kLD0CU1ME- - DrawingNo.3ML5576.0 Rev E�,Iitled "Vu 3) Water Resistance Tea, per FBC, TAS 202-94- 4) Lwge Missile Impad Tea per MC, TAS 20,1-" by Fenestration. Testing Lab, Inc-, Test RqNxt No. FTL 9557, dated 12AWI 5, SigBed and - sealed by Idalmis Ortega, P. E_ (rest rqioft wAsed on 02/15)201,6) Inc for their and Lighter Shades of Cap Coated Rigid PVC Exterior ExtruAm forVviadaws.�and Dom-s- dated,09/15116-expiriagon 04116020� 1 throujoi 21 of2l,preparedl�ymmm&ctuter, dated 10/0YIjand 12:5t revised on 01JOLM, signed and scaled by 5) Cyclic Wind PressW Ldadkgrp FBC.TAS203 7. Test report on 1) UttifonnStatir-AirPressum Test�,per_FBC, TAS:202-94 -io -6- Notice of`AcMta=.No.'I"712.03 issued. to EN enestraftan Sohitiom USA, A. Lynft Millff, P_E_. bearing the miaml-Dade CountyWoductcoutrot RevhionAvW-wiffi 6) Fmed Entry Test, per'FBC, TAS' 202-94 2) Large Missde Impact Test M FBC, TAS,2b 1 -94 Inc.1of their 'White RIgid 1VC Exterior E xh-usions for Windowsr and Doors" dated Acceptame nunber and expiration, date by the &fta=Da& Cbmay Product Control Sec&n- NIBSIL1 IMPACT K4LTLNG- Large, and Small3&t& Impact Resistant alQ49withmarked-updrawin and ii�stallatiandiagrara ofVjuYj slidi%-,glass d00%; prepared -No. 3) Cyclic Wind Piessme LIDadingpff FBC, TAS 203-94 08110117, expiring on 02.12M 8- Z by Fenestration Testing Lab, Inc, Test Report FT1,19546- dated I VD&I 5- signed and abng witli inatked-up &wmnp and installation diagram. of vinyl sliding glass door, prepared 7. Ted reports No(s). 1 0-M-79AAX 1046-MO52 7- _535753-09. per ASTNIE44, Limitations: L See tab le I (s heet 2) an& table 2 (sheet g) foTapFlicable SGD und size& desip pmmes- mnfetcameum types, sealed by Idalinis Oitega� P_ E_ (Test repoit revised on 0 110446 and 02d I M-16) by Fenestration Testing Lab,. Inc, Test Report Na FTL 6M (saniples A-1 thru A-22), dated ASTNID 1929 and ASMVML-63 5, isstied by EXOVA to Vision Extrusion f or cel]UlDsic s s type a- -A rise r (see tables B - I & R�2, s h eet s 7 -79) a md awlwf jay-UA L 5 he 0 t% re qu irements in I I du u 16- 3 , Test report on 1) Air Infiltration Test -702-94 per FBC_ TAS - 1 1A 9110, signed and seAled by Jbfgt A- Cmjw. P, E_ (Submirkd under NO-4 Ara 11- composite mataial 2. Rio lVhiw PVC�Tan-(Nbn-white) Ri*d PVC, =d&om coated (Phhsedor laminatmi) white Rigid FVC to bi-, 2) Undban Statw Air Pimure Test- per FBQ TAS -202-94 01#7 (SubmWed under A10-4 Ao. 1141#7 04) Z libeledpef refte-ncedN0A7s.req=emer1s_ 3) Water Redsta= Test- per FBC, TAS 202-94 8 Test aport on 1) Air Infiltration Test per FBC, TAS 2022-94 8. Notice: ofAccqtance No. 14-01631 issued to Kwmy A=ka., Inc. for their I Egm�sc�pffabledoims-miigtczmFkvwtthmmcL-arvimd&othaeht FBCreApammentasapplitable- 'Per 4) La�ge A6%fle lulpact Teg per FBC. TAS 2 0 1-94, 29) Uni&nn Static Air Pressure Test, per FBC, TAS -n2-94 "Seutry-GhsZ (Clear and White) Interlaye -expiring on 07/04/1 S. 4, Pocket walLs un&r separateapprm�aL to b�. f e%-itqWdbyBuilding, official 5)1Qyr1k. Wind Presme Loadiagr per FW, TAS 203-94 3) Water Resistance Test- pff FBC, TAS 202-94. .9- Notice.ofAcceptance No. 164117.01 issued to Kummy Anmica, Inc- for thek LABELPI;G.- Eachuml sha bear a pennaumflabellaith themandacauvesna or IqM city. Staterand setis and 61) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impct Test per YBC, TAS 201-94, "Trusifelg- UM-ackor, Clear and Color 1%'B InterlayeTell expiriM on 0710849� followingstatmr,at. �Miami_Dade CoLtuty Aoduct Control ApprmW, noted hereuL a1mg W" marked -Up drawtup ind msMU Mmadiagram. of vi"t sh4ing glwss� door� prepared 5) Cyclic Wind Picisure Loadingper FBC. T'AS 263-04 LU thisNOA"be con4daredaftera renewA aWlimb=has been filed and&frehasbeemno by Fenestratim Tmtmg Lab, luc�, Test Rq)od No YM 9,5,47., dated Signed aud 6) �F6roed EutryTtst ,p.uF-BC TAS.202-94 -IS IF. STATF-AKIN chmig in applicaMebuMmg todenegatr� aff-vtim- the PEIRMMM Oftl1_19 PtNklet. seakd �y Idahni�. Ortegk R E_Uest,repqrt *%*d on =1 SiM) along with matked-up dr2wings and hL422ation diagram of vinyl sliding gIns door, prepared I Sta tement lett er o f confortuance with FBC-5'hEdit6n (2e14) and -0 Tmumm-Nuf dmNOAIWM DMUraftettheeXpiratKndateorif them hasbeen a revisionorchmW in the C -04 4- Test report on 1) AirInfiltrZion Test, per Ffj -, TAS 202 - by Fenestration Testing Lab, Inc- Test RqvA N..D--FTL 6337 (saiii4Aes A-1 thru A-5), dated (21017)_ issued by manufachn-ff, dated 09114M, siglied & scaled by Lynn Alffiff, PY_ t product a he rprocess- Nfisuwof this NCkA as an endomement of any pfoduM .2) Uniform Static Air Pressure Test per FBC- T-AS 202-94 12/W,110, signed and sealed by Cam, P. E_ (Submiffed under.,N`0_4 No. 11- Jorge A 2- Statement letter orno fma:acial interest, dated 04/19(17, issued by manufWturer- sigried for sales, a&ertising or,anyobff pulposesshall autemsticallytmminate-this NOA-Failme-to, Coffolywitkarry 3) Water Rmis� TeA, FBC, TAS 202-94 scaled by Lynn Miller_� RE.. sechon of this NOAshallbe =w fof texainationandremovalofN0A. 4) Lxp Nftsik.lmpid Test per-FBC.- TAS 201-94 1 Lettu. of lab compliance, part of the above test reWrts. A DIT RMEN ff-NT: If bee NOA amber prec eded b y I be Nvoids Ma =-Da Je, Co unly- Flm dd a, atd R) Ila w ed by th e 5) Cytjk - Wind Pressm� Loading per FB C_ TAS '2203 -94 C. CALCULATIONS 4. RER_ Tea Proposal. No- 17-0387, dated 05)V5117. signed by Ishaq Chanda, P_E_ expimhandatL- bedi*ayedin If - paAionof ffieNOAis displayed, then it shall be =2y MY -6) Forced Entry Test, per FBC TAS 202-A( L Anchor -verification calculatiow =4 structural analysis, comply* wi&FBC-2V14, done in its e Atuety- Wong With ma[ke d_Up drawings and installation diagram ofvinyll sliding gkm. door prepared r_ - sealed b prepared. by PGT._ dated 12M3.5and last mise4 on 011 fl. 5116- Apxd and y Q OTHER LNSFECTIONZ: A:copyofthis enfireNOA sballbeprovidedto the uswbylhe mam3factuirr or its dL-ftAutors and by Fenestration Testing Lab, Inc-, Test Report No'. LrM 8__"48�'dated l'2_MkT5" and Ze -1210 An*myL MRL�rZ� P.E. (Su&mft� im*r N0.4 No. 15 - #A� L NoticeofAcceptauceNo. issued toP1GTWustde,%-forth&Sehes 'Vinyl shallbe avaitable-fat-inTectiqq at &,ejob site at the requilmt oftheBuilding Ojff�il_ sealed by Idaltnis Ortegk P. E_ (Test tqxnt xmmd onL0 IJ04,114 and 02/1136). ld 2� Glazing wmplies with ASTME-1 300-W- -557VI2770" Sliding Glass Iker �Re infe rc ed) - LMI-- expiring on 04/14/22 1 This NOA rrvites & renews __N-0A k20-0429.05 and cmsigft of duapage I and -evidewe pages E�1, F-2, E-3, E-4, _E- 41 5 & E-6 L a S w e 11 as apfrro tal don mv& men 6 ove d ab *%v. The svbmined ckrmwff lafim was miewed by lsha,%.T. ChamK PX , Jdaq t caw3dal, P.E. L U�aql t1tand2... PZ. h&aqT 0"Ik"', PX- Product Control Unit SiaperTisor Product CoutrolUth Sup*m;wr PrG&M.t CUELtraj URij. SUptr_%jSor No. 21-4:06.0,3 _NGAN-6. 21-0205.03 NUAN-e. !1-0265A3 NOAN'o. 21-4209.03 YxpirndonDafe� _AP0114.2026 1x*raflo*D2t*t April 14,2b2f Apra.14,21#26 Approv-al Date.Alarrk 2-5, 22021 Approval Date. March 26.1 2021 -Approval Date-.- March 23,2021 ApprovAIDate. March 2-:,2021 Page I PGTIudustries, lubi. CGI Wmdows and Doors, Inc. FGTIndustriesjnc. -NOTICE OF ACCEPTANCE: Ev`IDE_NCESUB8ffrTED NOTICE OF ACCEPTJLNC_E: EVIDENCE SUBMITTED NOTICE OF ACCEPT ANCTE: 1EVMENC1 S 2L. E vl&nce Submitted un der P M*M S L sutjdttal E. MATERIL4,L CERIMCATIONS (continue) 3. New Eiidence Submitted 5. QuanexPart Super.Sparer caruhrmg with ASTM C518 Thermal, Conductivity A. DRAWINGS, 0-89 1 BTLT-inl hr.-f FL'F, A SW F 1249 WV`-1RPass;, ASTMD3985 Oz-7.en-Pass, A.5-f M E A. DRAWINGS 1. Drawing'No. -AID-5:570.0 Rtm-B, tided -Vittyl Sliding Gl= Door NOA Wt, sheet.5 2190 I.G_ Durability-N o Fog -Pas& (Sm bm Ned underpreiious ArOA.Yo. IM409. 05) 1. DrAwing- No- MD-5-579.0 Rev B, titled --Vinyl Sliding Glam Door-NOA aW. sheds I 1 through 21 of 2 1., prepared by nanufacturer, dated 10,05/15 and laA rnised on through2l of2l, prepared bymamitarclurer, dated 10,05115 andlast visedon02101/21- Cn ft'22/20� stned and sealed by A- Lynn Miller, P-E. 6. Quanex Part Dw complying with ASTM C518 ThemW Conductivity 2-22 BTU -in/ signed and scaled by A_ Lynn Miller, P E_ by -f FLOF ASTM F 1249 ATVIR-Pass A.SIM D 1434 -Aig(m Penne2nce-Pass, ASIM F Note- MjiS reN�isj= _CongistS Uphcemefit of saum existing installation screw with.flat head- B. TESTS 2189 LG_ Durability -No Fo& ASTM E 546 Dew Point Devek4mrnt -20OF in 48 his- 1. Test reports on: 1) Ak_1nffltr#ioiL Test, per FBC, TAS 202-94 (Subinitkd ander A70-4 No. 15-046-0.0-5). 2) Utiffom Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Exhisions, Ltd. Ruts compbingg with PVC-AAMA. 303-13, VokmAmy Specificatioa B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 fur Rigid Polyvinyl Chloride (PXLTC) Exhmicr Prof iles for Vff- Kin Extrusions- Ltd--VEX-1 by 1. Now- 4) Iarge Missile Impact Test M FBC, TAS 201-94 AAMA Fenestratim Exte= Prof He Ccrti�hon Program fSnbjn*ed -undler NO 41 No, 1.115- C, 4C.A'I'k TIaNS _UJA 5) CyclicWind Pressure I",admgpa FBC, TAS 203-N L, None along with maiked-up drx%nngs and installation diagram: of all PGT Industrim Inc- 8- Vision Ex1rusKim, Ltd. Parm wtWly* �with FVC.�-AANIA, 303 -11 - repreSenta f iVe UnjJ& fisted below and test ed t o qaaffy Dowsil 791 ,ad Dowsit 9 83 silicones, fVubmifted under XOA.Aro. 15440td5) Vmpared by Fenestration Tmding Libotatory, W-, Test Reports No. - 9.. PVC-AAMA 303-13, Volurfty Spedfication 'for Rigid Poly�yl Ctkdk (PVC) Exterior D:. QU-UXIY XSSURANCE 1. Miami -Dade Department of Regulatay and Economic Resomzm (REJQ_ C FTL-789r7,PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated,09/01114 Profile-s for Vision Extrusi-ons, Lt&-7VEX1 by AAMA Fenestration, E)fterior Piofile U) Fl-L-20-2,107.1, PGT SGD780 Ahwiim= Sliding Glass Door (unit 7 in proposal) F-YL-20- Certification Pwgrani_ 2107.2, PGT CA740 A lum Outswing Casement V.7indow (unit 8 in proposal) FTL-20- W Notice of Acceptance No- 18-IZ17.14 issued to Energi Fenestration Soaftien, USA, Inc- for E, XXTERIAL CERTIFICATIONS. Fi 210,73, PGT PW762 GA A luminum _d) and Yn-20-2107.4, Unit 9 in PT%X& lndW( their -Tan 3040 light shade (non-White) X%WW Rigid PVC Exterior Extrtisk-us for L Notice of Acceptance No- 19-4305.0-2 issued to-Kararay America, Ine. fortheir > PGT PW76220A Ahm=m Fixed Window (unit 10 M Proposal) dated 07113/20, a dgned Windows and Doors7, expifpg.on0r2,t04f2l_ "TrosffW& Ultradear, clear, and Color PVR Glass�lnterlayeie, ppiring on 07)08,n-4- Co 0 and stated by Idalmis� Ortega- PJE -E c 11. Notice of Acceptance No- 18-01n.02 issued to mffq Fenntration SoblUon, USA, In , for 2- Notice., of Acceptance No. 17-080&02 issurd tGKm-aray America, Inc. fortheir > thar series %Thite Rigid PVC Exterior Extrusions for Windows and Doors7, eytpinng on "SentryGlast (Ckear and Wlite) Glass Interialvrs", eqxring on 07!U/23- , . 0_ C. CALCUL_Ajj0NS =V23. 3- Notice of Apcepitancr`No_W,, 11106.10,hsaed to Vision ExtrusionaLi aiitpd for 1116Y "BIV"L 0 ying With YBC 7tk Anchor vmficatton. calculatim and, structural analysis, compb 12- Notice of Acceptance No- 20-OM.03 issued toEnergi Fmcstration SolatitA USA, Inc. fiT t ba" (Painted or Laminated),"Wft RW PVC Exterior Exhim—mi for,Whid"i 0, prepared by manufach Edition (2020). datedL 04/2j7? merx L- signed, and seftke�d by their fight shade cap coated White Rigid PVC FAUrioi for -Brouze Extras L ions and Doors �xM mg no 0913=4� 7�5 Anthony Lym Miller, RE. WmdewS and Daor�-� expiring on 04/1&2�_ 4- N otim Of Acceptance No. 18-1106.11 ismed to Vision Extniww.Limit& for their se Glazing con4Aim with ASTM E13N-04,-0,12 and -16, -NE 1000 Ta-ja .2 02 and fighter shades:(Neit�rhio) Rigid CeRidar FVC- Exterior A QUALMtSSURANCE F. STATIEM1ENTS Emmrsions for Windows and Doors7_ expiring on 1129/21. - - �, jl�, 0 MiamiwDad e Department of Regulatory and Economic Rrsources XM). 1. Statmaent lefter of con%rmanre to YBC " Edition (1-020), dated ft!22/20, issued by manufacturer qWd and scaled by Anthony Lynn Miller RE F. STJiTEMENNTS V L_ 0- E. --MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and -of independent. usued by-manafacturer. dated 1- Stalement IMer of conformance to, YBC 7-ffi Edidon M20)� d9ed 02A)1,121, issued by ,��ST L Notice of Acceptance No. 1"3055.021 ismed to Kut-m-ay America. hic. f of th& 04/100, - signed and sealed by Anthony Lym Millff, P-E. manaffadi=, signed and sealed by.Anthony Lyna Miller, P�E.' %"-',/As si-st, Inc. U) "TrasfoF& Uttradlear, Clear, and Color PVB Glass Interlayers7- oTking on 3. dated 033CVI'i and Sig�ned by all Pli"Mte Labelirig Ageement docunjent'betWeenL PGT 2- Private Libeling Agreement dated &3,0&21 between PGT Indusuim, Inc. and CGI -)Jeted and ap v d 0rT0&24_ involvedparties. Windows and. Doors Inc., signed by Dean M Ruark� PZ., VY. Eagiueering�, on behalf of 7th �i the 2. Notice of Acceptance No- 17�D&08.02) iss to KurarLay America, Inc. forthcir "Sentry both companies- for COU'Dil- 00 Gla &9 (Ct@ ar and AA%fte) Gb ss el.1alers". eX#ftLon'07.ffl412)3_ Int 'Vision �G. OTHERS Edition by Debr,--A 3- Notice of Acceptance No. 18-1106.10 is� to Extrusiom lmi*ed for- their "Brown 1- Tbis NOA revises N�O-A# 17.4420.06 (PVT WCGI) and updates to YBC202-0 (71111ditku), 'G. OTHERS Coated (Painted or L aminated) �Whfte RW PVC Exterior Extrusions mcphing QQ101- NDAmises & rien L This ews-N-0.020-0429 (PLAw/CG1),,expJnng04-'14,26. for Windowsandfloors-, expkihgon09)30a4. LVi4on -11555 dated 01 . /10,920approvedbylsha I-ClandkP-E, 2- REK Test proposals #19 - q 2. 1he cument, associated PLA. CGI file #21-42V_01, oTiring 04/14i26� co A. Notice of Acceptance No. 19-11016.11 ortheir sued to EX j& tMSioW Limited f 'VE 04/14021- UJ C: series 16H Tan 202 and Voter shades (Non --White) Rigid CeRalar PVC. 7 M = Exterior Extrusions forWmdow-s and Doors7, fxpkingon 12-P29/2-1- 1 ;�-- � , 4, L Clax&, P X� -Cbal < Z i . . -ld-q Ishaq I mU, T X. 1�uzds, Im. R-durucsabg unk su�sor Rmdud Cmaxvi Unit Supervimr Product Central Umit Supemb&r INOA No,' 2,1420" : A3 NOA No� 21-0106.03 < ,N-0_,X N--.. :11-810S.4,31 Expiration Datel� April 14 2026 Expiration D1.4. April 14, 210�26" Fxpirsdaul),Me.- April 14, 10M Approval ])�atv� madvis u� 2021 Approval Race- Marrl, 25,2011 Approvalmu, March 2.5,2021 E 4 i -6 E 4 SHEET NO. March 15, 2022 PA 1 0 WAT TRR A. TILLrr, JR:, F.E, y - / "::7I 1 L I E C it, TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 tiltccoi""aai-carp FLAE Lie-Ne.N IIr FL GA Lexri,e N,, W06719 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LL 4800 S.W. 51 Street Davie, Flodda33314 1 PURPOSE OF EVALUATIC)N' This is a Product Evaluation Report issued by Walter A. T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3., Method 1 D of the Florida Department of Business and Professional Regulation. 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 Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED' 2 1 PRODUCT EVALUATION DOCUMENT (P.E.D4. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr„ P,E.; dated 07128/2020. This drawing is an integral part 1o1�Ii�lisl Evaluation Report. •,++1 a a rJ, NO. "I -11. ND. 44167 *; .* ;* :mFu, *-itDPIt'...- L.�Fd6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT EVAhUATIONREPOk'1' Ntl: 20-072S.n1 2 2.2. TEST R._S RE O T : P Lar ge ge missile impact and fatigue load tests were performed under Protocols TAS 201 20 3 as per section 1826 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Te sting, Inc., Reports # 96 569 dated 08109l1996, #96-570 dated 09/18t1996, #9 -T 6 30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 20M dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATION& On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E, 3 MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building as per er TAS 201 Protocol. 4. WAND LOADS -RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. p Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 1l, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 55, INSULATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20.176. 1-1 I�P,• L\CENSF'•. - yif -- _ 167 = �� * * / , •a'• STATE OF r� %cic'' {{F�(ORM .'* "''�'AASV/ r AAr,i�.�L,n,..,M.,o,,, =: 8.3) RC CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW WARDS BE FOUND ON THE a,sNT SHOWN ANiTED STORM EM" EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, 1, STORM 1, STORM PANG. SHOWN ON TNS PROOK7 PANELATKN OQGUMENi (P.E.O.) INAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHAM AS MENTIONED IN B./) NIO IN 82). ACCORDANCE WITH THE) a 2020 (7th EDRIDN) CF THE H'LOTRM BUILDING CODE (C) TO QgMV WOO➢ (MN _ CJFIC ,"a7Y " - O 55 MIN T DESIGN RIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. - 1/4 0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILD&(, INC. FOR A WINO SPEED AS REOU,RL:D 8Y THE JURISDICTIONWHERE THESE SNURERS MLL INSTAtL.ED AND - F14-10 PANELMATE FEMME to ANO PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A DIRECTIONALM FACTOR Kd-0.85. USING ASCE 7-1a AND SHAL NOT EXCEED THE MAXIMUM (ASO.) - 1/4"P 4A0 SCREWS PER N.O.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU12. 14,. 15, 18, 19 & 20, - 7/16'0 x 5/8" WOOD BUSHING, AS DISTRIBUTED BY AL POINT SCREW, BOLT & SPECIALTY CO. IN ORDER To VERIFY THE ABOVE. CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER Aia 7-16 C. AHMIMUM THREADED PENETRATION INTO WOW OF TMCON ANCHORS s14A11- � , ,JZ" AND 2" FOR EICO PANELMATE PLUS SHALL BE FIRST REDUCED TO AS,D. DESIGN WAND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TD um THREAIAALE ARJ FEMALE a. COMPARE THESE W/ MAX (A<.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, Jr, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON IFS P.£.0, As TESTED WERE NOT OVER S7RESSEO, A 331E INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW :RWE LR4R SHALL BE 1 7/2'- NO THREADED PEPIEIRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. STRESS FOR WIND LOADS WAS &M USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED INACCOR ANCE N.UA 2678. C,3) MINIMUM EDGE DISTANCE OF LAG SCP4)V$, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM STORM PA PANEL'S WITH SECTION OF ADEQUACY FOR IMPACT AND RIND RESISTANCE hLA5 BEEN VERINC. ME RTSACCIRS-569DANCE THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 96-559, 98-970 k 96-T30 AND REPORTS -= CA) MINIMUM PENETRATION OF WOW BUSHING SHALL BE 5/8'. Ile a-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM FENESTRATION TESTING LAB- INC,. REPORTS /2032 & Ir2126 . AS PROTOCOLS TAS-201. TAS-2o2 AND TAS-2m. SHOULD STUCCO DST, AND I- MINIMUM FOR WALLS WITH NO STUCCO, AS WELL AS AERICAN TEST LAB OF SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS ZOO. TAS T02 ANo AS 20 STANDARDS. DS) IN CASE THAT PRECAST STOW_ OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING Z, ALL ALUMINUM EXTRUSIONS TO BE 6063-To ALLOY AND TEMPER. (UNLESS OTHERVRSE NOTED), SEE SHEET 2. WALL ANCHORS SHALL BE LONG ENO" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C,I), C.2) & C.4) 3. ALL ALUMINUM SHEET META. USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOARONS AND SPECMAT10NS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OL EL. ASI7A A-8S3 GRADE 50 IWMl1 IaM, G-N,'0 STE 8. GALVANIZED STEEL DESIGNATION W/FY- 58.5 Wi (AFTER ROLLED).D). PANELS MAY ALM BE NStALED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 !1). THROUGH 6) EXCEPT THAT HFAOERS ('J) & Q SHALL NOT BE USED- 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIN SERIES OR CORROSCRi RESSTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 6 PY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T4 BE DIN SQOt@ qi YIELD STRENGTH AND 90 kai TENSILE STRENGTH &SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALLOR ONLY BE ATTACHED TO CONCRETE, BLOCK WOFRAME SECTION 241 ,3,3.4. MAD"M S BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL_ WITH 38 ksi MINIMUM YIELD STRENGTH. 1OL EACH REGLRlNi STORM PANEL WITH IENCTS M'ER 8'- THROUGH A5 PER 5E 6 8 CT1kR5 B. 9 & 19 AliI7 AL7FRFATNES SW, 9W & IOW ON A LEGIBLE MARKING INSTRUCTING OWNER OR 7 ANCtigRS TO WALL SH4ALL BE AS FOLLOWS SHEETSPA 5, 8 I 12 RESPECTIVELY; SHALL,FORCE HAVE A RING PE AND READILY HURRICANE - 7ENANr m. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRM"+NE WARNING. (A) 14 {")jL§MW_POUR; II. THE INSTALLATION CONTRACTOR IS TO spWcAULN ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS CONTACT WITH - I/4 0 TAPCON ANCHORS AS MANUFACTURED BY LINT. BURDEK, INC. (Wm. fc-3192 P-L) THE BUILDING TO PREVENT WIND/RAN INTRUSION. - 1/4 0 , 7/e' CAx-IN ANCHORS, AS MANUFACTURED BY WALTPOINT INC. (MIW, ra-3WD pAJ.SPECIALTY - 1/4 0 x 3/4' SOLID -SET ANCHORS. AS DGtRIBITTED BY ALL PON7 SCREW, BOLT &SPECW.TY CO. L 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TADS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (M a fc-3000 P.. f ) PROVIDED BY llN£ JURPSDICTION WHERE PERMIT 5 APPLIED m. - tWN14 -, P33 WTE FEMALE' b & PANEi.MATE PLUS ANCHORS, AS MANUFACTURED BY E1C0 CONSTRUCTION PRODUCTS. I 13. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION {MN, fC-3354 p.a.i.) FOR A SITE SPECIFIC PROJECT; i.o. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. - 1/41 OF TAP-GMP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (r' , 3600 F.,E.) A,1) MINIMUM EMBEDMENT OF TAPCON 11M HORS INTO POURED CONCRETE SIMLL BE 1 3/4-. 2- FOR PANELMATE FEMALE (b) CONTRACTOR m BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E0. PROVIDED HE/SHE DOES NOT DEVIATE TRW 7TNE CWNOITIONS DETAREO ON THis DOCUMENT. i0 AND PAWMALTE PLUS AND 1 1/4- FOR CIF TAP -GRIP ANCHORS, CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSWILIEY. A2) CALK -IN & SOLID -SET ANCHORS SH41 BE EMBEDDED 7/9` INTO THE POURED CONCRETE NO EMBEDMENT INTO W THIS PRODUCT EVALUATON DOCUMENT WILL HE CONSIDERED INVALID IF MODIFIED. MCCO SHALL BE PERMITTED. 1/4' 4-20 SCREWS USED SHALL BE 11/2' LONG MINIMUM SHOULD STUDGO EXIST, No F" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BEHEADED SCREWS DR ALL THREADED SCREWS W/o HEAD, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT CONCH WILL BECOME THEBUT WITH WINO NUTS• ENGINEER OF RECORD (EO,R.)ENFOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF T14E P.E.D. ONEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE Ail IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD (HOARDS BE FOUND ON 1:RE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN $MCr1TRE BEHIND SUCH PANELS. ANCHORAGE SHALL BE A5 MENTIONED IN At) AND IN A.2). (a) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND 51GNATUK OF THE PROFESSitlR& ENGINEER OF REOM THAT PREPARED IT. (B) TO EXISTING R3 CONCPION C,,,ED '0T 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 0 RATION ANCHORS AS ANC SAS MANUFACTURED BY 1. T, w. 8DEWALl. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL ORS, - 1/4" 0 , 7/8' CN-%-N ANCHORS. A9 MANUFACTURED $' DEWALT INC. (MIN. Yc-150D a.aNJ SHALL BE PLACED FOR EVERT' OPENING. IABEUNG TO COMPLY WITH SECTION 1709.92 OF -He "0 - 1/4 X 3/4- SWD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. FLORIDA BUILDING Cam. (MIN, Pc-1500 p.a 0 THIS DRAWING SK41 ONLY BE USED TO - 1114-10 PANELMATE FEMALE N MO PANELMA,E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION (MIN, HHTIA �A, OBTAIN PERMITS IN THE STATE OF FLOR,a ANCHORS 071 I ry--- - 1/414`0UCTS 0 OF TAP --GRIP AS MANUFACTURED BY TRU-FAST CORPORATION ,0+'��t, A. T!Z4, f hj �aa , •' 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELOO PANEUMTES AND OF TAP -GRIP ANCHOR, INTO THE, COi�2w�P �, • _ I,-' FLORIDA BUILDING CODE (Nigh Veb NO can* Zon• . BLOCK UNIT SHALL t 1/4•, : %_ "'DP01L' "0. 20 GAGE GALVANIZED STEB. 5tORN a.p. PANEL ND. 4 167 owwK IN B.T) CALK-rN & 50LJD-SET ANCHORS SHALL BE EMBEDDED 7/e" INTO THE CONCRETE BLOCK UNIT. NO EddBT�71iEAFY o7/Pe/tP30 INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SFW1 BE 1 1/2" LONG MINIMUM SHOUtt us'=Cc �,I,y/�e tr� GLOBAL PROTECTION PRODUCT'S, U.C. E%15T, AND 1' MINIMUM FOR WALLS WTH NO SILLIER. SiAT ..__ IL lr N� ty INc. a � -*.'. OF aaPo Se. s, S`MF` 'O' TILLIT TE!"'NO & [ G COMPANY aME R yT3,P ,'N'F '. DP .' , �A, `rt ,•Km•. N ,w P,lule:. , FAX 20-176 544 tPSN)gep-eW] !i „arrest- ''F/sS110NINOR 6F)L/6 pMTIRE7Di a-OWeI,H oRAwn NP f[ L A, NA 1NA eA TER A 4i E P P w PRODUCT P:V ALUA.TIOTY REPORT NO. 24.07j,T:41. 3 B MATERIAL CHARACTERISTIGSAND $PECIFiCATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No: 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D_), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete; block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr„ P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), .'"+1�IAIITQ/"y yi .y• ` \C,ENS, �". S` 1 0 7 �Yr'*1 . * :'k x ` h ,'Zap r ,._-'. STATE OF F .y x (OAIp a�- G HIHLDII+ VVAT4L. Da TILTECO D ON A M RECORDS1 P. E. REPORT-20 1CLOBAL-PROTECTION PRODUCTS, LLC \ 20 GAGE GALVANIZED STEEL STORM PANELS DRWG # 26-1761 REPORT# 20-0728.01 1 LTE(CC> wnac_ TILIX TESTING & ENGINEERING COMPANY A 'A. Tl L W LTER LIT J1U 7!E. tilt. 'a , , QOP�80l.00tI1 PRODUCT EVALUATION REPORT Pt.7i IA Np 44167 E'L(_A. Lloeu,e Na.0�106719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY; Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE CIF EVALUATION' This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. Thisproduct pr uc is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21, PRODUCT EVALUATION DOCUMENT (P E D): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 'I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07(2712020. This dra Evaluation Report. 6355 N.W 36th Street, Suite M5, Miami, Florida 33166 - Pb COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1") „---_---- ___. -._. -_.._ _.----._,__ - __.__.,15.198' CIV AL WXRR)_ __..._-__ _.. _^ ._...�.._�__._e_______75.198` MA_ w1DM}--._�,__ __ ---12.500- (EFFECTue WMTH)----—,__.-. .-._„m I - .1 r -1. I, "\.SOD- . ! -\ Sco" ' _r-•y.,s"+,� ! ! I 'r--1,33a°-7 +i," 0.036' MR THICK 1.3 '-...: _ t i _!_r ____ r�r` i Po" � i..: -,, 50 -- %a„0. ..." awAA" - ID SEFEL s°.�, / O.Oaa" MIN. TH1cx HEMMED \.. / �yp'A GRADE 50 H£MMEe_-; i' C7` 2.es11 7' G-W Quv. / < STEEL EDGE �- / E 1 �`_. 2.85\ I GALVANIZED w� 2,i1�- 2.OW i TYP ASTM A-853 .2 ' tYP. T _ i HEMMED T l ttpAMm - OETAR. A.. DETAIL OPINE 39 MHeM1/M A-.J EnGE � °� '1 _ 0-60 GALv- LpI.L A 48.8' : I LREFAR, A ,-' , 484 _.___-..___-_..____._ __ -.t _._-_". ----8.250• (1)1 STORM PANEL Q END STORM PANEL '... _.._2-187` Tom,. f-, A , 3v I (.25a . .--2.187'-" -- FMNF15 EDGES- r �--. I floo" R a .}f5' 750-,-. 1/4i-20, 114'P-20. 125" f. W/ 74EM4HD E7)CE� I .f00• 250' ysp• 304 SFf S ]44 SERIES 1125' 1: 'S's. SAES WL'Erm 5S. snxi P&Tw •(`'a'%-. as m ANG E o m 1/2' Olo-.o. 4 Nt12'12 t r OC. , 1 ',•. ^4VL S1' 1 ./ 2 /2 D.C. l3.375, .093" I _`T. I_,. 1.5D0', 1.56`i - 93, 2-126. 2,O0Q' SEE .§39• .§3§" SEE'U250" `•�-,- GfTAL tETAIt1r 2.145- •O93' ; HEM R- a 375 I i_. L.�I_j ,ma"�' L 25' 37511ISOMETRIC I I._ IF>gt A �, VIEW AIL A Ia ROUNDED CURLIER O ENDSOFPANEL'S 2.ODT) -.-- 2,OW'�_""' s� END UP W/ HEMMED EDGE, w w � (N.r.$) h }'LEADER 1'.�/ '� HEADER Q �ICjJ,E ALA ANGLE WITH STUD ® ANGLE WITH REVERS£ STUD I.--_ -IVNINES SEE DER. - _J 1/14 & 2/14 ,374' ! F e.344' GYP TOP ED . .ape• .- ,08e" � 7BO'i- �.... _... __3.390` , OF PANEL /e8--, ,}- 1.88• . r-. ,310 125 ' tl4"P-.20. 304 SERe3 L_ s^--'�i 3• - ; I-S.s sTw RrfTm m j T.407"t.063- -375- �3 s y .270•.656' .r.10. i ;i AHGL£ a r2 1/2' 0 s ,tR i L. 390• 1.063" > 1:3A3' R052 1.671' 1.SW".:. ,6'. ,E FOR A93" I 1+ 1,oiV .75D' 11 LOCATION AT I--fEt25` I asr __. i-i_ a60' 3 t.. _-__�7 EVERY PANQ OVERLAP I - Aft .00' � ' 7,T' KEY HOLE WASHER --T � -Fw RACK ANGLE '6 S/6A, MFw TRACTS T FLAN. FLf j'£D -.os3' 0436' (M-P,.) .094• Wit'�i'tftr: GALVANIZED STEEL ,3µ"P �Y4�4EIIIHI/FII,N,/N _MA, 4S" LONG _—__.-_.! l ``A,1�4 :.f'�'� '.y 1.063" Q' U�,EN$e "•,�'i� Y I ,375-. 38-0 .875`0• l- I -I _ : No.44167 SS_ 37s I I r-- ' -- * :'k = FLORIDA BUILDING CODE NI h VelDct Hurricane Zone) ! J .063__'.,.i,.. ' , NICKEL ` �P,OUWLE '. STATE OF :' _ CMDT,LTEMwL. F,,, I,-__ ,250' .12S.- --,I I TED YANG NIT y, ya, 1, .: 20 GAGE GALVANIZED STEEL STORM PANEL � 6r. -2.000'----' ' * KEY HOLE - ` O _ AT PANEL �'%•. S 1Q' �1 GLOBAL PROTECTION PRODUCTS. U.C. `R"'/m7n / __. i}•. E C• O INc. 4aOD sir, at Sne1T da€. t 2'X7"X1 /4• ALTERNAt'NELY• t� WIND NUT W/OUT MIN /`�l� 20-176 w uM,st py/� sa wM OPme n ,sf PHONE: 054 law XQ TM )MO-a797 ALUYINt! LE LeDNOLRMG wASNER w/ AmDw ML A.. rrr - (!P,} as,-M,P . n.: Lbm A ' 7/8'0,313r wA4HFR (84tMI,.EyS,S�, a-0We719 Ara4 /wlo, aa[ ar n,�,:w „M PwYIID M. STEEL OR MOQU, PLATED STEEL)- k. SOLLJsANATU1ffl0A1E wA lF:R A an 4AI T _ s,cET x a M PRODUCT •VAN A1'IONJU_0g 1Nn 20-0717 c7 2 2.2, TEST REPORTS¢ Larg a missile Impact load tests were . performed under SSTD 12.99 standard as per Section fFlorida 1609.1:2 o the FI r Building od Uniform e Code. o m static loads as per P 9 Section 1709.8.3 r AS TM 5TM E-330. Test reports prepared by American Testing Lab of South Florida, e - b , R port# D814.01 01 dated 03111102 witnessed by William R. Mehner, P,E., Boriz Moroz, P.E. and Henry Hattem, P,E, and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by Amerlcan Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2 3. 3TT RiJGTURAL NGINEER1_NG CA C_ T10N5' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Buildin Code. Calculations g . s prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3 MISSILE IMPACT RFSI STANCE; Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE" 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 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 as indicated on sheets 5, 9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODUCT EVALUATION R ..P.QRT NO. 24-0727,02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets thru et 3 th 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. B.MATERIAL CHARACTEWTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7_J M.1 iTATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No, 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E- 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteoo, Inc. (Florida CA-0006718). .`'�,5��`'''' CEN,y 'TAP II t:A_ ' —;'� —/ •�V,�: wnnLL 7�7 DO TILTECO ADMON RECORDS L P. E. REPORT,20.1 GLGri3AL P00! q.G}N P C)D.( , S. L AGE GALVANIZED STEEL STORM PANEL I DRWG.920-1754 REPORT#20.0727QR ,C'•,,(OR tDv' .'Alp 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10. 6/5 SW/10, 6W/11 & 7W/11 3' MAK At�HORS: FOR CONCRETE SEE SCHEDULE ON SHEETS e & 9 3- MAX ': I.MIN.`-' FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 ! I' MAD.-' a c / __ __ _ _ _ __ b __ - D.lii 2. 3, 4+ 4: r-,---r._- _-7- _T_-T---r-T---r--I- I I r , -r- 'I T T r T,_-__----__----7'__- jI ,'( 4 3 ,(,')_@,n 1 r I I 1- { Ip I * I # 1 tL - V. 4 ^ r__� --i ( P -( A I /f _4 A it I T.! =( BOLTED PANELS W 1 H-20x1- } I l------------------ - UNBOLTED PANELS I {:----'�,' S,S, MS BOLT Wf 7%8' x 3/32' `+ i AS �' • "t __ _ -wI1N1ipL1TS iSEE SECTIONS O EA OYrALM APPLtGABLi) X , I I � I (SEE SECTIONS A5 APPLICABEE) ! V l I / / q I 1_11 i ._� 1-. z.i___..-1_ _ ! ! r,jt, / Jl. I l� ! f lil- !Ij i3!I0 0--- 0 o 0 0 _� _.i 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, _ , `" 1" MN. 1W/10, 2W/10. 3W/10, 4W/10, 6j5MIN' i �- SW/10, sw/11 & 7w/11 j/yy/ T\\\\\ I __AfCNORS: FOR CONCRETE SEE SCHEDULE ON Si#E'15 $ & 9 "- FOR WOW SEE SECTIONS ON SHEETS IG & 11 -`�'"'�..--_._�--._._ ,,. :,RTu AL Reti,'-W ASSICT i , , - L Inc. /Irtt c SIS 1 REGULAR STORM PANELS6t ELEVATION N.T.S. PIan� `? ,t - ,, pie`ie and 1/4"M"K GAP' for corr:I kt;� , ,, !.. � :I �!',� ��,??) - 2.87' y.,� (MIL O MAP -1 WHOLE VAL EY) - / 1 d' - edition by Deoi-,3 !' �,,; �� i,; I - t $F,iELSS9 '11/1 71-0 1 /""\ 74 ,/4. I.. +L/1/ i i MAX. OAP 1 4aii"r�p:,... t; Q�.'•'', ''.T % '� � 1� EN FLORIDA BUILDING CODE Hi h velocityNurriccns Zone ��ii"" - �a 1tim W_ 20 GAGE GALVANIZED SiFEL STORM PANEL FR. .: N 44167 e g ORNAI ar, * A-A§WIT: -'"""a" GLOBAL PROTECTION PRODUCTS, U.C. m/am- N.T.S. •o'•_ ATE �-- MEC O INc. N.aO SW. a, sT aET a9� a n7,N 20-175 %; SO,�F,• ORI ,.. ,. m s: ,P, �n » nHO� rm aeN (PSN)c�-e7P7 rne,.: acn m-,Aw . ,.: Tom m-+as, .aerm )W-75As. yhj R,S • N ••••• CA-0MN7,P ORNwX Ka %, NA L� TUNE/DM eAETER A. I%W +P., P.G ,AL IT. -,a _ 9e>wr 3 a 20 proved r .'th 4- % O AJ Cv CIS c- a) -Cu > ^, V! � �r U a)O Ill Ill I_ 0 O -_ CM CIO , U -0 WCv -a--P 0- cn �-5 C Ill :3CQ -0 0 U O - _... . Fn C L L Cv 0 CIO LL- 0 > In .0 CIO -0 . - U I- Q L� 4 Z W J __ INSTALLATION QUAILS FOR REGULAR PANELSCD dr d6 DO =M DETAILS FOR INStALIATION IN PCiLIRED ODNCREE INSTAL! AMN WAILS FOR EQULAR PANELS J dr 9 INSTAL.LADON DETAILS FOR REGULAR eANELS (�j dr C1� TEXISTINGCONCREIE - 1... x � 4° �P VALID MR ��_E� 1 PALL SYS ELI T T O INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONal TE ANCARs °" PANFLMAE 1AP-GFEMALE ra. (SEE ScE ANOHuas ,e 7r „; Ss T".. HE ULE OR HEEIr a a 0 � �„�E G • I __ANCHORS: FOR CONCRETE SEE SGHfWLE ON SHEET B POURED CONCRETE _PQR'ED CM40RM ^-_RPgURED CONCRETE FOR WOOD SEE SECTIONS ON SHEET 12 tSEE �+aTroLE NxN � SCHEDULE ON s�Er e t a) SHEETS a THRourAT v) � , , i' _ _0R _.._.__..__._... CONCRETE ANCHORS S1ffET3 a THWO+W41 H) \ i` M&,, I (n CONCRETE ANCHORS SHEETS a TI0RPe10NN e) —E.O. CONCRETE IWIk10N5 \� \ �'"-_ _.-'""i S.. / ' 1 , YAIMs d REQUIRED REWIRED REQUIRED , t" Min. ; M-1 CM SCHEDULE ON .\ 1,y ', 2 I Y Mex. 2.67" -Ill (SEE' SGJ7,''! CONCREi SOCK r OR CONCRETE BLOCK OR (%INCRETE BLOCK -� . WNEfls y �"� > EXYaCNUG POURE#4 . � �/4, (�)N .___ CONCRETE A1NaNdeS t _1 E ETESNx/EOUr,E oN i� • 'E� (MN 0+47aAP -, vANOL£ u41F•f% �. \. EXISTING POURED ISLE SCHEDULE Oft r \) CONCRETE wEO1RREt5! -' 4 1 'ti 1 wPr* a, r.+ +.wP°A",�wl�_, t"1 -'-' E scNEDu1E ae -' 1`- " [W CONCRETE REWI7t£b.l 'I. J I SIKEf4 9 711PIX,bN ej \ 'Yew. t 1, Ly,p„ I ! M I ) SNIFFY 9)tEWLE ON - eB T � L r '✓ N j J,RGNOR+ ANCHIXRe 0. e. 14(I:, 9'�12 -- I '4• "Mc"'n E>6sTW0p ,� I --I 4 1 w, I sl&ET'or ® i ® i I `O.M. 'I I E &I \1� I - ,�.I -ry l' MPI.--, { __ 1/T.; ,' Min.--- /, /•' cafILTKTE -, I E• \ 4 I ` '�� Nv weml -7-"" t/2' J1j4. \. `. �'.•.`y- i - l ! J ,rinea,s ' —. O.C. REOLVED. I G ( �m +wPC 1-.-.{i��® i �_ ''^; �_ I l I I , { -r i - � - w\ _i E). 1 a=, a{ i cNc roe i �, p C E- 1 i "li I_1_0, I 1 a) r NG PV 1 \ , ' \ ( I •, I o_ iiP I ! I i ' i j i, ' I I 1 R7(ISTI ,- f m I 1 \.. ! 4 \ I a i WACa I .. r l \ I i I I r i i ! j l i _I ] COHx -f i 1 � V, l EI, :%s I 4 I � ir.. :1 t I r 1: ; 1 ! 4 + r i SOX I I f X i. i t CONCRETE POURED �,.. r , r., -� ,:ra e^ 1 Px 4 49I. �. i i I RETx1pP£0.I 2 c 1 T S - I Boni ; y : -.,. ,,; :. ,::� •• , ! f , ' ? I I Y R s 1 i E I } ! I ''. , a! OF `V I C-K I 1 � CONCRETE iffOUWEr). -1 ! 6 � ,1 � ,\li `,,�. '`.. `\..,'''~ I ExlsntiG PaDRea_ I I y�„• : rn I I \ ( v j i �i J ,. 1IN:K, ti T T T� �i ! 1 art. AM6 waL 1 , ! I`j! I j I i I i I! MAD(III 1 COr CReTe O�ROc c 1 ( -t E.a E h. f I ' _ .0 i ' �� i �1 - 1.'l`\. , ERR• t {� ' 7A'rul3x' Y 1 -(� 1 1 { I»,-r.. a ' --r."IsOiccuLT Dow snv • "J'M1I VADW SIWO P I 1 R£WNffiO- 1 1 o ; w.. : I ; � . 'T' t I I I I a as I I ,2 ,/i' G.c S B I ,x t ac 1 I I T \' g. \'` *.' \. ....k, �; \\°. ,� \ j ,. j I',,/:'0-zan i I I i i_ I i' ssa 3cICPUCE 1 1 9 —IFw NPn wMA,MN 4 CASE A ((+LAN) t o r r. mr i I j t' j I j 1 1 I I I I � I 1 -` ; ; �. , \\ � ' :\ Sa 90L13 wj { 1 1 ! Wa } 5 JrOA ibl, A11aN.. 1 1 ,O ,AIDS I1 !G ] I 1Pp� IAE I I I :3 1 �u a¢ `Simyr, i i 1 I r I i' i! }--, T. 1 i I i qp O ( I I 1 I._,. .. .1. !S L .. �j� .,.....,., ,_ SCALE 3/16-1.° W+rau'art awL +mn :Was I e r I I , I 1 r 1 ,, I 1. 7 01 1 i I� i , f I.. 1 Z Cub aE I fi GAPS 1 OMNN 1 I •N,a, "I -1 I TO 1 .� ___ -i ..... r DY= _.. xWullMllCN i l ! NIy 4EAIANPP ,a t i 1 ' .. a Iw .,P,-1W Lae, , \\ ,..__-.__,- _ 1 I '., 1 IPA wtNWNN w , 1 I.. lr1FJ. mF1HAP, , 110 ._ f ! I�, S 1 ' -_. _... n / aAHS -� - r._. _ _1.. - aAII i _ a .__ .. i__ E ,o _ I 1 I m c.A� 1 1... __ 4..-m r Ms vK I i ' CASE 6 !PLAN) E.-.. Pc ... a p` s`D'A+Iwr lw, 1 , 1- aamKmi�NCN 'o. "y I 1 `t j t _,--tt"' -� ; I r. { j + ; - - v'-----r._ `� , - --v- - _--r- ` 1Dre1Mc� I R 1i¢1TPIP I 1 lt;aslPm Zy 5C1PE 3I,8-I• I : III : ! I E m r* 1 w I 1 wA a Dur 1 t I ax 4IRl m t; oar e) 1 T q L; i I r 1 I 17 I I I I alas L_-.. _v1 - ____1 __ __ ausc L ---- t __ rn E_ _- .. 1_._..S P -- .,__ I __ ..€i 5 i 1._ t V v. r _.- - ... _._ _ ,. - - sRt c% a ax1r, I 1 MN. seRa-e+ssd caa. ALUM' - _ - ___ _ . ----' v t " - 1 rP+eL Foe ,fa'+. r yr 2 1%2' r. r. a.s A,m ,.b,. 1e x,._ `�' J z _..... -- -- - s1__-. �m - ._ 1 1 , 1 I 1 TC:.:.,._'- ..._.: wow • Ito t , 91 a i 4 r-11at'_. r i I, a'0-20a,'_ -' 1 I I I - �ii 1 II 1. i L I t 1 r-_ 1. t SEE s ieu a i ^ PFAE wW , °. > , 7,r ,/44- 1' P ' 1 1 I I I I 1 1 POR MA,. 1✓ _..il` i i o Ili % `:d � 4 1 i . , i ; . _... fC I.. � i-i -_ TI _ T OVM{.`. Y wn°°"r4d. ,AMCMP I ae ss. coos w) s,6,' aaI5 w As, • ,§ 4 f E c I C/) I 1 6 1 - ) { SE .alEOulE i .., I 1 "O0p " 7/nY a /3i...._ 7 , 3/32' 17/YP , 3JJ2 . I i T 1 f I I I ! l (A).;i I1Ii 2 II -(FOB �We��,�•Olar I - ` t .. E ro ,AID. 1 - t ',.. I WI¢ MUt a LRaR -,-.__..__.>.. , NUR a FAC2t i.--._ , @ '!.__ ___.-_.-1 a ' j 1 1 I t ii.,%1 , 1 \- ti\ i I cti \ - t Z 1Tn SOV (w , , to ,PPaa1 IO,EMAP: ! OVERI,,pI _-. - w 404011w. i !, ii I, ' : j!(_a �. a.,.�...\ _-,% •s �, \.. 1 1 1 1 1 1 r,r,m4• I I, 3 akt T Ili 1 11. i Ili Y . C . ASs rp I L_. _ t_ . Lr� =�.. �_ J,,' 3j' : f 1 1 I I . 1 I ,`•�✓. I 1 ; i Nut • I u ,/2• o c - i -I'm a - 7 aa, t- a - i— Y z' u, r------- i. '� � 1 � i III ! I I; I I n EVER,' sho 7 - T I I /�y�}�,• T ,M,. -Nat aA '� -i t j _ i.,._ - ,-- i EK,HANG POURED # Eb. - 1 1 _ I kVfx, STLm . i i ' - % 1VA. i- -' I -:u { tp H W __ , < I T X 1 ,2 1/r a,a %45DN0 Eli. , I :? � CamL `I E1 sRm 0 0r 11 'ram 4:+ /", I i 3 Pert ,urM wl le.rt �TTf°`ar,,:4r�� "`,• i i i i I i j '.N a� 1 -._-1---._s CONCRETE OR ! ^t-. _.. 1 1 ',.+ E POUILF,� I '�. 1 EXISRNO P047RED F.D.E0. `,1. I : T7 1 1 , - ,"'.1 ,BY - CONCRETE BLOCK =� 7 D'O+e SRIb e 1 4 ; CONCRETE OR - '\ _J CONCRETE OR" `�,a I -__._...__.. ___. ! 1 F' .-''�i' �..+!°.✓ I r 1/N' q4w, I I REOtRHEO. , ,2 ,/Y• GG r' i ,1 CONCRETE I)LO(2( CONCRETE BLOC% -) 1 ( / 1 I Mm. aIP ""PCP � ; IF W }1 a Sos qRi ' i j .. L. e. 6, m elill2, a''MPx ♦�..>d _ _ y , REQUIRED , - REOUAEO. I 1 2 oncM, T4KRB0 EA. % 1 �" i PmO nw __ 5dX` Y. otAST -I 1 ; I OF 'L" avers "i s�j`IIL, 3` Mcx. .._, ".4. ® e0 L 2 ,' M6rr.l V T-. ti:, . ?,,.:� \ :,` ; I [ I -t' y C3NtMTE OR i I I CASE C !PLAN) i MAX r of L` W. • T \ ,'l - 1 I ' £x95TING POUR E-A. 1 SCALE 3 r6-1` r- %i . I - MAX ____,______ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 L- r Min. CONCRETE DAC,( f- /� _(� r 939CD - I , I FISTING POURE_n,. .• wl3/4- '•, ? "-.:1" Mtn. <\ 1 / e.,a. _.___.__ ._ EASE D LAN) / , % \y `�•'f ! ., L11 ' ' ,.>.N% sr� ----------.. FOR WOOD SEE #crror4s ON SHEET tz -- - „f ( > .__._..—_ v, . / �ouatD. I I cGNCRERE oR ,� J ��' 'f , f i CONCRETE e'--i3 d ','. Pi r P-.._..�, 4Y-50PS ! \ (�_ I � � I : 1 # • I � S f i "'� ' REQUIRED. ,rt 1 1 4 \ (kL Ca�MOTKrt) , \ , e "IMN 11 5. ,. F; ,.Ah s.& ITS I ' ' CONORM AMIHORS' •� I. '---£A...........• : '.; OR rt 4' I •y :- 1 "b: S. .. /. C,ONORETE AKKIIWRs RXR4C1iETE MH210R5 a 4 ,l/ ;ak 1 i CONCRETE BLACK 4• S $GALE 3/,5-T" 1 r I W fx4, aP car,. ,\ .___; \ all • r aC CDICTR:TE ulO,aRs ,t ,/�P. ' '� - rw AN . E ,. $. I 4Y1;..t,AR- $e-_11�' sTA1XRR® / STUD T r \. L r4,e M /, AlN % I REQGRIFD- 1/z 'T LTs M /a, Sx• - l wed a, o°i a`"wmMac '''' 1 i (6EEscHmuEON- {S¢aDeowE N \ oN 1_� 4 lPew��4,3 gym.® ooAXe,•Pd 1 E' % I E! / REGULAR STORM PANELS i1� ELEVATION (SEE ScHroLu: all sREM a 1ifflo' N e) \ wars a noic m e) SMEEETS 8 THROUGH 9) ,DIAL tux -IN OR PA,RIWTE , / j _ ,/r OL. /, , EVERT B.Ms • . at- _--. ___.--,_ j *�... "PM I'0� - r rtioem aA+ ,wu tamAu a s/ x,. •`. SR+D r t21 I sGALE 3/3a"-,� I 0 M ,M• „COP e06 ar feesi . A n SHEETS a aOUC 9) ew°s apcxrAr 1 coexRne ADHDRs _�4� -I'M- \t'•\`:"\: \� 4_� N.a.m an ; ..N. P.A - L--td /4 MAX. cAP ($EE SCHEDULES ON SHEETS T55 UIR, a T5,CeCL j _ - - - - r i ` L _.L_-4 T -r 500"II ; } 2.87' - I/ - , 4 T _L-1 (MR OAR AP -1 0-CLE VALLEY) a- SFEER a & 9) 5 Nwc I - ; M� t 1/4-0-20P3 4` S.S. SILT I �1 SCALE ale-, SCALE 3/8-,' SCALE 3/e-,• SCALE 318-1' SCALE 3/s.R• yvomi,, W" ao. - x ePa MwNaw •Mw I i-y / p ,.__ (SEE sCHmu OR - - - n, iJw f / 7/8'x3/32" WING NIJ: _ __ SECTION 2SCALE 3/8-1" -•{Mw. PRffL WF'xIM eEtYkNU-.-...t fir,, "('ail 1 CB1 1 O F2 I/2' QC. CONCRETE A4pfOR5 MNkL-J/F-`a4. r'-11 �"'- EXISI4HL, „M Ion, Mee raaDR (,'OM—. ANCHORS SFA6+SEkfl, •_.._(-4 1 1 � CONCRETE ON SHEE7 9) '/4' ! �- L) --- • NEW I' TIDE , VARIES 1/e E.D. - EDGE DISTANCE SCHEDULE a. I I ED. - EDGE DISTANCE / OPENfisH - 1 aT SHEET e) i ".=-. i 1 I (SEE SCHEDULE ON n THICK AOUM, TUBE OR , (SEE SCHEDULE ON I 1 4, ___n pouREa wCOwDREIE at B,,gCK SCALE 3/32'-I• _ fT� •'OP I sNEeTs a e B) • ;• 0/ P.T. wDaT PLATE SPACER f 1 GAS'£ F !PLAN) cON§RETE et0c%siw 2) TAN �l. CONCRETE aR SECTION A -A lTyn.) `v ' 5HEE'f"S 8 & 9 SCUE 3/1�1' ;--R N'D` TO Q`AAA, 1 I G i I k3QjF' fOR CtN.fB1NAT10N OF $EGTIDNS:DIRKCT M 1 f I _ ST,A e d 4�TF FFIR CpM9iNATfON OF SECTIONS: l t NEkt T• MHDE , VARIES x 7/8' I t DIRECT AND WA Q ,R� I $ L. T ING I3/3r ALUM. TUBE OR ,` A VARIES : - I ' IAf • 4 1 PBEHHND T 7E SPACER I TOP & aarrOM MOUNTINGS CAN 8E 1 1 s ,/2- aa. �,. LE UrMll LtN1 ENu4Hl TOP & @OTTC4A MOUNTNGS CAN DE a 1:, , , * COM RATE ANTaxxRs I I I COMBINED IN ANY WAY TO SUIT ANY GA 1E E lPL l P�, f jLON 10 - rr.,s I S �af pAN1�l(A %�!!'Mp COMBINED IN ANY WAY TO SUIT AJdI' `•1t ' f5t4EER 8 T -u ii, • j % Conn. 2A SCALE 3fe-i' SCAIF Ala-,.• {1D bIs LLI I �A`I' ' k 4 INSTALLATION. , INSTALLATION, SCALE 3/f5-,^. \.`', ?�I: T. ��\ -.-\`,�\�\\'tom $�CENS ..e�94 EXISTING PQURm .y� E ".. ems FLORIDA BUILDING CODE (Ni YeloG Nurrlcane 2ona) •iy1 ZC.F C •''•`.�'P\ FLORIDA BUILDING CODE (High Velodtr HIM cone Zone onslXNc PouREa! ,., a F _ FLORIDA BUILDING CODE Nigh VvIac NO cone Zone �cL w1E « 4H - GdNuiETE 'DTI- UINO"I K P'- L °°}&BETE '-'/. C.'`.-..__., _ 7 = wom nT£to. PNe NPE mACER IQd,T ro - ra. (9g saeDLSE , 4 2 MIn. CONCRETE BLOCK ON S.Rn' e ! ) MUM. M ati�ATIR TAW i WPM T&MM INC. FA. emw RIEW. - REQUIRED. -t---ED.m_ - i ir. a F>a, i - / m` i i 's 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL E ARGHOlIs _ *. s' 20 GAGE GALVANIZED STEEL STORM PANEL wxMN B1, 3 Mar. RITIDUHRFD. -. „Maws IW,A. y N0 4l16T s N er: 1!.(LiE. FOR C4K18iNAjtON OF SECrIONs: _ No 44167 _ RBINTH 1Yn Z `TSEE snNEDULE DN \ _ : *;r X SECTION X-Y I : i, ": a ��-,•„�, ��/� E.D. - EWE DISTANCE eTk: * .T ,,,ww. m12a1M2o sHlxTs a T,aKtua, e) ` _ '•. 7ATE a ---_., MP..P-P- P7/2y2P2a sQA.E a/ea," {•:. r-" - GLOBAL PROTECTION PRODUCTS, U.C.,.,E: tsi<E scaNEDuie ON TOP & Borrow MDUNnNcs CAN BE = � GLOBAL PROTECTION PRODUCTS, U.C. ,�; SO,e;., GLOBAL PROTECTION PRODUCTS. U.C. aTE S TE O (1l 11E C:3 rNe. a -o : S TE D CEILING Q�NTING F DRID f I L C t'J INc. ,aoa sw. 61 s �E DETAIL E(jjt SP{RS REOULREQ AT TOP OR ='- ''yy s/ TUIT & awrNEERNc oewPANr n• �u 2D-t76 BOTI DE TIL EQ ADJACENT TO STUCCO D BANDS ' o'%.. RIDS •~ } - Tlu.rt I=- • cawANY `�DMIE. n. Sul. SLEET e} COMBLNlro IN TINY wnY ro Bun ANv ` F � �� 'Nc. 4eoP S.W. s, s1R1E, Z NA L 1 xa fm w. a. RP _ a 0 w 4 PxgiE ")�a-75W FAx tHa4�-e7s7 u, as •. M. ]a MmM e+nW1 n mr PHO NE, 954 20-176 9 w-,.: Tom m-Mao.. w. , n,_,w,, , �,'[ (HSNXIaP-e797 uvsrA(.tAT(oN. s O'•. RID Z.VEIL uaN ANY 33s,4 SCREE 3/8-1" A'Ilrl n°LT ' �1rS pti rd w a.PdPr are ,n . e,®.r rPe c@ae m, W _ H. `rS1 •" : `• Rw,.: Om1 m-,m . r. , P,M m-rss, „g pMwxNG Nr. INII - TUIRE/OATE CA-0@fA'7,s .P w ,Imw.aP Pd wt.' Pe...,.w ,a HA4WIT0 Ne: ryAy / •AL �a,1 r100671ti an-1m, ( % -7Wss. FwY: - ALA ' NA N. ,w, u..°'cR..HdPa71P n , :'fONe tPaNMaP-7s+s. ,7LVL (Ps+7PaP-e7P7 20 I76 WALTER A J,, P.L- , ao ,.'i-,sl a SHM 4. aF 2H rIIANI IANNI ^1SDNA,MREiDUE PML1fR A TIILt T'7$. + 8NiEL P M 2P AAA IIIDDL Mlw' � W lm A : ,M.' P.E. •P,. eeNP,rn .wow - - i DIRER H OF 2e J Lit.. 4t 7 - a - - Ill SHEET NO. SH 1.0, 3 a . WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS 0 `t�x`�!'♦♦♦ X C37, a'Y ,NPU POPAFD Ij.� wl F"th5gd{I-�6' t 21?'xt/f'na'-5' i \ .:1A- 3 t 60Ylar) 1^ Ir Crime, C-1fnAlCled1S4Y} \ I1. rA..lra+ wDLUN, 2` r. "' taiu+. Tlnv eats 1 EDGE OF WALL el, �"T �aa Mi/•'mom C T^ w 5/,e'. tMCM Ip.. �` �•_—.-^ /• am7= aW IVIED etax N2LOFn w z ,/r 4 2� EaM MN. I- F,uID snCt 1 i � 1 Laf$ 1X�sx � i i s/a s:Ms . e' oe ,Y NOW I I 1 alai Iki1�SM?N RIMLRE AAtE 1 -720 v4.1 I 1 i I , - -2a sacrKxlt x t aA WALURSUIN t4l T4 i ON 1AIFEI3 a ! e} {1 11 A Bib Pull w/6'-a' u,., nva -PIYA36PRlTaq aF +SS.a Par. '13.a W. aAE:TE NC11aP6 4 / _ AORDVIE TA.FEtS e • of ��_ •'' mlLT4 ,. 3. + « YIP c _ I SCALE. Ile-i' MUWON SCHEDULE Max. MULLION REQUIRED Kin. SPAN (FL) ' TUBE MULLION - 4'-6' 2`x 3'x,/11' > 4•-W TO 5'-W 2 4' x 1/8" > S"-8" TO 8,_ to* r 5' x t/a', 7' x4'x 1/4' ? 6'-10` TO B-.0' 2 x 6'.x 1/8' • TD +SB.OFpOsR IAS_➢DES- PRBEESSVRE EATING .. MNIMP UTA TU '5 EEIN PA.✓�.s CE'NGfH ORIENTED SECTION 1 SCALE 3/8.1' NO1f: NULUON CAN M50 BE BATALI;M W/0 STOLEN PANELS ON TOP 60TTOU SQ 1TUT R f3 LOCATED AT TW' OR BOTTOM OF OPENING. (ONE PANEL OPEN940 W/ TUBE TOP It BOTTOM) D tE* 4 iri'1 cGHGeTE `HO%Rm OG` 5O801At e Am IN 1 .1 fie.. NINON SPNI • iStF W1LLAf1 SflealAEi- �� ' SPLIT STORM PAIEL ELEVATION SCALE I )' INSTALLAIION DETAILS FOR REGULAR PANELS do iNTO EXISTING WOOD STRUCTURES ,very+ '2011 #/ r u4 seen • r as r/ w ,1 - N•*3-TM �+'i 's m1 ..mlel 4 n,4 `.. � •aaW . r ac . � ,e. � �"•r ,/n IAa rasa • r 4s. 4 ,• .. t 'aKw,rs`a _ f r1•sne*na°L _- - '� ` is ORMll,�x Leoaa" _NIX -5tl .,, Amnia¢ •t xno ne,mx.uw. aexP .aa �.i J. i.. • 4ji�w�r "taa +' � i '.: 1 , � {.^ ,�Pesnva6tl aaon'I•�i ,`,. ',: r1a'i 1 �i.°/twv c, nr ,le�1Q < I swrc e! 2. :4 '" 2 , . .r tre,rN Lae ,are,c r '• i i 7,#I - iF . s.• as Aeta® i _ ,y,.� �({ , ;. s': 1 Y nra> i ,Ly ex mlmMt f D>¢LT e # Ly -4• JBI ^b i "Oa. slwar s +YR I INSTALLATION yGAtl MOUNTING - ALTERNATIVE 3W 1 l SCALE- 1/4' . 1' O.Anoo • n r� ac # 9°00 ' rr nm as E # TNAHr aw. �'t 6 A�ONmi ,atr s/�nc ttam� crew roam BUILD -OUT MOUNTING IRUAI,MN - ALTERNATIVE 1W _. SCALE: 1/4' . 1' �� I # A woNNx Q NEB -• ..-. CEILING A FLOOR MOUNTING WALL A FLOOR MOUNTING W MOUNTING fV I��H��31YE /NSAT�� (SECTION AT TOP IS UNITED TO +55.5-67.D MAX. SCAM, 1/4' . i" l�A��M�� A.S.D. DESIGN PRESSURE RATING) SCALE 1/4` a 1' SCALE- 1/4- - 1" � 1 zt�ic enii ,/tom• ac Xl # Yr'ra.D am, 6 c.t # Rae xo aw, rasa r61nMPa se D.r,*a om, NOTES: FLOOR MOUNTING INSTAI,I ANON - SECTION 4AW SCALE, Ile . 1' 1. INSTALLA71ONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS �� i......1Tl��f%✓ UP TO +55.5, -72.0 Iot;J. AND PANEL'S LENGTH UP TO 8'-B". :.y1,• �GENS ''.�i: FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W f SPECIFIC DENSITY OF 0.55 OR EQUAL _ ? No..4167 '• z 1p ° ° AJm OC' 20 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR. GI)14F)fNATiON OF SECTIONS: aewar �: y ,a^, $T � � •-�•"'�� /a A GLOBAL PROTECTION PRODUCTS, '•�STING"�~"� INC. — TOP & BOTTOM MOUNTINGS CAN BE ''Pp •., Ft 9pJ` • Ri .DOD sw. 57 STREET TLt4,! tel, EfRNo core•ANY DmW. FL 333,4 sW,. >ti r,,. ar: 20-178 COMBINED IN ANY WAY TO SUIT ANY 4f` 4, 5`S•• 6t>• 'y'' `h /Q raWPo, oarxl s SS,s PHNAr: (G34Mm-7su, na: (GSa)ms-e+s7 t3eu Nc �tmn*i,s GRIPING INSTALLATION. AL "`IISNI An:. sxsP.r rn .Lr. A. FLIvw Net (M1111NR�. WATER A 18AJf P,E Lbw SNFET to aF 211 CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE ANC1,10ft SEE SCEIILJLE DI sw 44; (SEE SCHEDULE ON - (SEE SCEGiWU: di FOR WOW 5CREW; SEE SECI.M ON SHEET 7S - srEn u) ;, s1EET 14) 1, A TW 15 �- 2I J PauREG carsRETE \ r• 0/4, 2/4, 24/41 3/4 ON 4/4 1, 2 & 1W/f5 y E I el • ..Homo•. —? J Abt' r-- \ \ POURED CONCRETE T— -R-___.._�_..� REouRm J � � CPn1. , FFFF ITMI 5 , TPAN €PnFAIOR {iNFERfORt PNF1kT} (IMElBOR (DoPAMt) lid 1 TO GLASS ��4�� To WWC N� O vw" $ wNG�N� O EVERY I um a 12 I/r ox. STW a 12 tJr O.C. 4/4",RMC•giE o aM1z , ta•MM(G(CASEB)) 'A rW lOU612 i o (SEEO- l (SEE GET. 2/14) ES f/f•,' !II k _ . (FLTFlIXI` IaGTCN (SE7TI�ij R.A 0R - byowmmj I 1 (SEE DEUANSLI%,4 POURED OR CCONCRETEI! 2/14) pp i i I /4, 2/4, 2" 3/4 m 4/4 1, 2, A f W/15 1, & 1Wf15 i { ' ALTERNATE LOCATION _ -_J ON LIFE SAFETY PANEL L. AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE ISLE NOTE FBELGW) _ Cant ',•-__. Le. 17EDULAR PANELS W/ NE �__._ ,. SAFETY PANEL --� WO REGULAR TRACKS (SEE NOTE 1 WTE ANCHORS ER1DW) W PITY r. ; /, f �1 OPF� SEUU. UFFEE ...1 i , sTORHTOr pA�AG�lLE Sx,EET i+) POURED CORCREtEJ j V4t CONDtCH) PT 1 0 F ro F..YI W P A/ RE .=0.11 ATE a�L ,....TOLL..; :' Wt BE � oR RUMED FROM INSIDE TO (SEE ---E'G 9 EET 14j ELEVATION WALL MOUNTING # U&UATION W 1 ANO FLOOR MOUNTING 114U IAL aTION SALE 3/32 -1` - SECTION 1 SCALE: 3/8' = I' - SE,CTION 2 SCALE: 3/8' . 1' 190- f • 1 ' 1/4- wn. . �-tlr MPz. GAP Ll2TES..ON 1lEE..SPT'I`Tv STORM PM(ELSYSTPM lrl_CYA�a1roN • _ GNP -: 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)OR AS AN INTERIOR PANELLOCAIM IN BETWEEN PTEB TERNMIE U.OGAaI 8 P am. AT OR LBE LIFE SAFETY PANELS LAY MAY INSTALLED ADJACENT TOD REOl1lAR PANELS M+ EEID PAe33. (W/ OR W/o REGULAR TRACKS.) SEE N"mI) ?. LIFE SAFETY PANEL CQNSISTS OF D.039' GALVANIZED STEEL STORM PANEL AS SECTION B-Np PER COMPONENfi SHEET 2 OF DRAWING. SCALE 3/32--1- THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. J. LIFE SAFETY PAN REOUfRES 70P TRACK TO BE COVPDNENT Q & BOTTOM TRACK TO A�AAIAMIRF` kITI �aJ /y•,�,"y BE COMPONE>f.TAS PER SHEET 2 OF THIS DRAWING, ., ✓ r . COMPONENT Y BE INSTALLED WALL OR. FLOOR MOUNTED FOLLOWING SECTIONS 1 & + \A ••,-5 2 ON THIS SHEET, AS WELL AS DETARS I & 2 ON SHEET 14. Q' •° �ENSe ••. 4, Mtn. LENGTH FOR COMPONENT ®S 75'. FLORIDA BUILDING CODE (High VelocityHUrrlcone Zone - ND' Max. ANCHOR SPACING FOR COMPONE141 Q)ANICHOWA AT BOTTOM R GIVEN ON = s aaxo m1Eca. INC. F.P. 20 GAGE GALVANIZED STEEL STORM PANEL owR+ III. SCHEDULES t & 2, SHEET 14. * :• �' '¢ MAY BE PERMANENT OR Rl744VABl£ _ -t� t�a�"�A'�-��• TYPO•• Ap P' = GLOBAL FREI TECTION PRODUCTS, U.C. 5. SEE FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. :O U IL ECOtMc. eeoo sw. al SILT F ` 6. SEE SMELT 4 FOR OETAL APPUCAKE TO THE NECESSITY FOR THE INSTALLATION OF ,AF 1ES11N0 ! ENNNFAi1W AMY ° ti t4 20-176 S ON p� A� S *r xA..4lOM1 n F„C,rE. (SB4)*Nt_784a, FTC: 4854�a.-87®7 `YwAryA "nYq SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS, n.. P.) , NtiMM R13 WN wn-,tam .Oat m-,AMA - aMNis GeA'ANa Ne: eav G1-OppaT1H PE SFAL/SwR1AnTAEJOATE WILTED A , Jr.. P.E nib Is-1N - 441 S,RSt ,3 9F 9A M(LXIMUM A.S.D. DESIGH PRESSURE ReTINC (2s f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ONLY FOR & BNSIGLEATAII'!S AS PER SECO(INS t f0 ON SfiE£PS 4 5 & 8 (YA11D iHRU , ) • BOLTED W/ I/4Y-N11' SA MS. t WI MOLT At a ! MOLEMAN OF PANEL SPACING SCHEDULE E FQ REGULAR MRM PANELS A INSTALLATIONS INTO EXIIUM CONCRETE CONCRETE BLOCK STRUCTURES (VALE ONLY FOR PANEUS ,Q& ® NSTAUAAONS AS PER MIMNS I THRU 7. ON SHEET 4 & 5) � INIEN Z IA A. r, lwA S� Nr FLORIDA BUILDING CODE(HI h velocityHuTFicone Zone) - •• N0. 4167 z * 620°0I&?Eta• M. 20 GAGE GALVANIZED STEEL STOIRM PANEL* F•P- Ii ST GLOBAL PROTECTION PRODUCTS, LLC. IILL E�C O BN D^ [, 4 S.W. 5i 314 TC5IN0 ! CEO PONY 2-7ffiAc. n. Fft ( .TR ten. a, M. Sat lwew; aAroB. F. ar+s PimNE: ("4)96t-is4a FA%: (P34Nw4-e'N] 20-176 AEia m.« � ram nrA�mo5a,e aa° >rl-un 1uLWMTD Nm .>_•. aP;W1maNATDP.E/nrt& wN.vEW A TAlO J.., P.E. �r� ay,x-sA3 04e '""" SHOT . aF 2e fALRIMIIM AS.D. P NAY6/8R*1� Mxc P I:E1NiH i�€L , n. NS) T adtTalEl ON +55.4 -i2A 7'•-5` OR Lr55 s 1/#' 7WN80LTEG I THRU S k 7 +Ss.4 -72a 39'-S' TO 8'-8' Mw. 2 Sjs' UN�Im # 1teA7 s ! 7 +550,>8'•-8' TO 17'-2' MRt ? lj2' • •��•� b +43e, -Jd0 72'-a' OR ILLS a iJ2' • �� 4 S e t0 ALAYARN AS.O. DESIGN PRESSURE RATING, (p.x.f.) ,ANm,W A liPACr1G FOR ED. � 3 ,/2' •• APPLCimE TF, SECIHYK & ANY Tqh OF T,61f AIAIOMUM PANEL LErgAT 1' (R) TAPLalT - CP TAP_0RW CAULNN/A FANELAMTE FE1H,E 0 PAYS.WTE PLUS 10 OONCAEXE a 70 CONCRETE r Td GL'NCREIE ttt CONCRETE 10 CC6fItl41E TO CaNCF2T6 6` N/A N/A NJA b` N/A C N �A 6' � 1 (TD•) 6' S" WA WA e' •"�•"1(@TM) P'NJAWANJA6` e' N/A 5' WA 2 i1TA>} 6' WA N/A WA 5" N/A 5• N/A S' N/A 2 (BOTTOAO C N/A WA WA e' WA e' N/A 4` N/A ] k 4 pop) ]'-ti DR LESS � LF55 a' S' N/A WA a' a' e' 6' b` 8' a teamm) 8' I(JA N/A N/A 9' N/A D. NIA 6' -N/A = (TOP) a` 5" N/A .NjA 6' 9' 6' 8' 4 k T (BOIYdiO N/A NfA 12 i/2" 8 lj4' 12 iJ2` 8 lji' 5 tfr' 6 IJ4' 8 tj#` 6 9l4' S (1•CPJBOTPk,) BMlNie. W W W ANCFIOp 4PMJNUB ARO NltfiNl EDGE BiSU1Ci ARE RAIGiTm ON THIS SCwiNAL MR E.0. LOSS THAN et[MGTED OR SCHEDULE REDUCE AN(aCA SPACING BY ML4AR.tNO sPADA"0 SNOwrI ON SCHEDULE 6Y THE Fd1d12C fAC70R9. FOR T,IQ OPEPATbN t0 BE P049,aLE 1EAVCW SPldtNa OBTAINED USING FACTOR 3ttxdi tCi Be Lk u tiiY! YN6RRE 5A5C$1G NNGRIdm FGa E4]f MICRGR Ttt,E AT MICNGRs LEGEND ANDIgR 7YIl mil'!•! ._,�4i.:., 1J4'r - ll4a w, //4'4 Ij4°. TA%AN EY irP-w6r Aw1PM x4,0-ACT tM AMNDR }PAC*wl taN % y. 3 ] R ,/2 3 4rmMt1NAK4 �� (A,) S 3 3 3 Kw•va,.I ha+xa •br1 � 3 3 3 1J3 ; tfT' 3 1/2 /IRlil LA l>� E.•11L14 RICIIDR - 3 1/4' L0. x 5JC INMC BRASS T!W}aNO W/ I/4•.-20f2' S4 MS- a 8 If4^ D.C. FOR PANEL LEHOn6 W TO 5'-0' AND 6 i/TT 4' O.L. FDR uxom Up TO r-.r Mw,_ OR jzv PmE."m FEMALE 0 OR PAVawn PW5 O j 5 . � 12 1JJyy'' 0. C. IBM I Ij'1` M", new_- m PEHE1MTCfl 10 1CMER FOR ALL LDWHS UP xll i 1 1 I f„1`i 1 1 1 1 WXXI 1 1 1 i 1 � 1 I i I i scEBnrAE �EMR 1 to, SEPARIGION TO CLASS. I � 1 I I 1/4' LD. x 5/9• LONG 804SS BJSHNG ': W/ t/4"e-204- 5S M.S. 0,11 1/4- MC. D I' FOR PAINFJ. Li?CTFt4 UP To 5'-D' AND 6 �1, . F 1/4' d.C.. Fdt tENGReS UP TD B-e' MPx. OR %t4-to llAfllMf@ 1EiANP 1D OR ARm `Ni i 1 PANRWiE RREA • i2 IJr ND O. WIN , l j2' t8n 71MEADm PFNETD PLAT AT M EYPSTO WOW PLATE FOR ALL A. ( ALL lENC7F14 UP ro TF->M Max. LEND" DIRECT MOUNTING STALLATION SCALE 3/8./' NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY STUDS T012 \-INTERIOR PANEL �•`� �/�AlL��ilL��rll�tlVltlti\f��►�� Ott V OR ORECI MOUNT ANCHOR SPACING • T L._WALL.I • 1. N SL • N .. • •.. MAXIMUM A.S.D. DESIGN PRESSURE UJING (1a.s.f.) AND •;: POND .MAXIMUM ANCHOR D _ c •; L •. L11• •. Al •L :il • ! G7 , ,F •:•Lr . t �I M k EO} EO$ EO 41I� E I_ Ix00O HEADER 00,01,00 ALTERNATIVE 1W SCALE 3/B=1' ALTERNATIVE 21M SCALE I E0 01 So to J` a ED / E0� � III . I' 1 III PLATE PEIXMPL ALTE LIVE aW SCALE 3/8=1" AL�.�Bt9 ME 4W Saxwe 318.1" NOTE : SHUTTER TRACKS NO SHOWN CLAIM ALTERNATE LOCATION AT END PANEL (12 1/2' 0- C TO HOLD PAN# 6/S' TOED. (CASE I) r Mtn. ( a) 1/4` iii SEE !i EE I —INTERIOR PANEL ♦---END PANEL SCHEDULEf2 M ..,.-.- 2 -y... Max. ANCHOR Brat AN — SPACING SPApNo T--�-•^--••--1'-3" Min. MAXIMUM SCALE 3j18' _. 1' - _. A LO. DESIGN PRESSUft WING (2-ad.) CORRESPONDING MAXIMUM sislF.M ON SHEET PANEL LENGTH "L" SCHEDULE 13t. MAXIMUM DESIGN UPCDN OF TAP-01", aAUE-N PANOH11f MAIL a MIeIALATo IE 3A5 SEIC'IRXNS // t MAY•rUM PANEL PRESSURE TOCONCRETE LM1TO ,M To CONCRETE M!i AEIE TO CONCRETE mmu To To CONCRim p�E W-M t 1XN OF THEM 1D10r1i Y` fRJ 6 N/A N/A WA 8' NIA B` N/A B" N/A I. & 2 (TOP) 55.0, -72.0 9" 7' 9' 9' 9' 9' 9' 9' 9" B" 1 (BOTTOM) 5'-0' OR LES$ +55.0 -7r.0 6' N/A N/A N/A 6• N/A V N/A 8" N/A I & 2 (TOP) 5' 0 tl 9" 5"9" 7 1/2` @' 9" @' 9' 1 (1N77T011) +85.D -72D 8' ' NfA N/A H/A 8` N/A 8" N/A 6' N/A I & 2 (TOP) T-6" TO (BOTTOM) •'-.TRI!(�ijRi�'�'7 + 2 . ,.r ,11sa;;. .« u•. MAXIMUM ASD.- DESIGN PRRSUNE Raw at, I MUD • 5/r w FROM TOP OF NiAE) naC 1 (SIN aTAitCgH 3• Ma nOW SOP W TON}) APPLICABLE TO SE(TONS / & i:OMBINATIO OF THEM MAXIMUM PANEL) i,ENG1H Y' (R. TAPCON I - ? ' _ +49.2 -51.5 3' ! 3" 4 I/2' ( 4 I L 2' 2 (BOTTOM) r-S" OR LESS +52.6 -884 3' % „+' 2 (BOTTOM) r-S" OR LESS +55.0 -72.0 2 1f2' 2 i/2' 4' 3 ij2' 2 (BOTTOM) 7•-6' OR LESS +55.0 -72;6 - 2 t/z' 2 Ill" N/A N/A 2 (BOTTOM) 7'-6' TO 6'-0' +55.0 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7"-6' TO 8'-8" 'y�GENs�" No. 44167 4NWAM AIa. 11 �' Hu PART 4E,MAT 1$itMM mPAMlaN PNa1 �, To NAB cwarloN SEE SHEET 13 FOR ANCHORS TWE k SPACING FOR R AUATIONS INTO WIND FRAW WL004 MINIMUM ANCHOR SPACINGS AND AIMMUM EDGE ME NOYATED ON THIS SCHUXII.E. M ED, LESS TEMN INDICATED ON SCHEDULE: REDUCE AMID" SPACING By MULTIPLYING SPACING SHOWN ON SCHNCRE By THE FOLLOWING FACTORS. FOR THIS OPERAAON TO BE POSSMILL REDUCED SPACAIG OBTAINED USING FACTOR SWAL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS L£GFT1O. A11 R 1TPE 1/4'• I/4'. tJ4's 1/4'. Ile. TAPDON aF w•a!P PlrAliY,p aINJc-N. UK ANCHOR 9RMXW � a 3 a 3 2 I/2 -. •ARaoaruw. On3 3 3 3 ] 3 I Pa 4 BI.•. (p.} 3 3 3 ,/2 3 ,/2 4 /oft EA ow 112011 ) NY"IOR (VAUD ONLY FOR PANELS nI & INSTALLARONIS AS PER SECTIONS 1 THRU 10. ON SHEETS 4. 5 & 6) MAMMUM WAX" ANCROft SPACING FOR ED.. 3 1/2' «' - AS.D.. DESIGN TAPOON OF TAP -GIP CHIC-11" PlWELMATE FEMALE ID -. Pm*UAIIE PLUS SUi10 SEf APPLICABLE TO SECTIONS % k MAXIMUM PANEL PRESSURE RATING (PNJ ro CONCRETE To CONCRETE BLD:K TO CONCRETE To CONCRETE BLOCK TD CONCRETE TO 0000 fE BLOCK To CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK To CONCRETE TO CONCRETE BLOCii ANY COMBWA ON OF THEM LEMON L (R.) 6'- N/A N/A N/A 6" N/A 6" N/A 6' N/A N/A N/A i (TOP) 6" 4" N/A N/A S. 61 6" 8' 6" NfA N/A 1 (BOTTOM) 8' NfA WA N/A 6' N/A 6" N/A S" N/A N/A N/A 2 (TOP) 6' N/A NjA WA 8' NfA 6' N/A 5" N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6" N/A N/A NjA: 6' N/A 6' N/A S. N/A N/A N/A 3 & 4 (TOP) »'-5" TO B'-a' OR LESS 6" 4' N/A WA-. 8' 9" 6' 8" b` 6" -N/A N/A 3 (BOTTOM) 6" NJA NIA N/A 5' N/A 6' N/A 6' N/A N/A N/A 7 (TOP) S. 4' N/A N/A 8" 6' 6" 6' N/A N/A 4 & 7(BOTTOM) NjA N/A 1 1 2 f2 1.4" 6 j 12 T " /2 6 14` / 6 f 4" / fit 4` % 5 1 4' / 6 1 4' / N/A N/A 5 (TOP/BOTTOM) 504, -53.3 N/A N/A 12 1/2` 6 1/4' 12 1/2- 6 I/4' a 1/4" 6 1/4- 6 Ile 6 I/4' N/A N/A 6 (TOP%84110M) 8'-W TO IV-2- 55.0, -72.D N/A N/A 6 1/4- N/A 6 1/4" N/A 6 1J4' 6 1/4- 6 1/4' 6 1/4- N/A N/A 6 (TOP/BOTTOM) 8'-8' TO IV-2'. N/A N/A N/A N/A N/A N/A N/A WA 6 1/4" 6 1/4- 6 1f4' 8 1/4' 8, 9, t0 (TOP) ,t3.8 -48,0 'LES, 6' 4- N/A N/A N/A N/A NIA N/A 6" 6- 6 1/4- 6 1/4- a (BOTTOM) 12'-4' OR LESS OR S' 4' N/A N/A N/A N/A N/A N/A 6" 5" 8 if4' 6 1/4" 9 (BOTTOM) N/A NfA N/A N/A N/A N/A N/A N/A fi 1/4' 6 1/4' 6 1/4" 6 1/4' 10 (BOTTOM) SEE SHOOTS T0. II AND 12 FOR ANCHORS TYPE a SPACPC FOR N6TALUtI0Nt6 Too WOOD FRAME MALOM MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DWN40E ARE INDICATED ON INS SCHIMIL E. FOR ED. LESS THAN AWMATr'4 ON SCHEDULE REDUCE ANCHOR SPACING BY W 11KYW SPACING SHOMM ON SCHEDULE BY THE FOLLORING FACTO, FOR THIS OPEMTKRI TO BE POSSIBUL REDUCED SPACING OBTAINED USING FACTOR S1A ULL HOT BE LESS THAN MG#" SPACING IHOKATED TOR EACH ANCHOR IYPE AT ANCHORS LEGEND. ANCHOR TIPS Ils'•... 1/4•w.-. 1H'w 1/4•A I/4•. I/4'. TAP=" LT TM -LINE SOW-90, Mn, AY6"VAOIK, 3 3 3 3 2 1/2 3 •rsmNrrust r:N,MHr tq,) 3 3 3 3 3 3 1/2 1rAxAa,3 oxo.a Mew BrLJ 3 3 3 1/2 } ,/2 4 3 t/2 AMAY. E4�� ►A-C T OR 1, • - - - - Ilr y- 3'Ir - - 1,W - 1.01 Im INSTALLATION DETAILS FOR REGULAR PANELS O & INTO EXISTING WOOD STRUCTURES ` 1 _10 PAFELMATE PLUS g /14-10 PANEUIXTE PLUS /ih10 PAHELRIATE PLUS -`II+ 8 l O C j y� 's �$ 6 1j4' D.C. W 1 T 8' �` I�' i—$ B 1 4` � j ? .� r x To J TFNEAOED. PENETRATION TO J I N HEgp EXISTING WOODHAHf%AENR I EXISTING WOOD HEADER ' ffr E3t1SnN0 WOOD REOUIREV- J-STm WOOD .01 WOOD HEADER Mln. tr APO' t Aer1. t Y RM'EOOD OUHMITA� J `- REWIRED -. i S ScHato E ON , 1 50FEDULE ON # 7,54CmAd GN SHEET a 3MEF1 6 { fatt Ta GLASS, MN' TO DJAS. ,. Fd, Min SFP FIN W. SEPAM1gN 1# :.- _- v": .' 1O mA38 y- ' __. -- _' Nat PANEL LENGTH Mart. PANEL Max. P LENGTH LENGTH AIBi ((( M W/ V l ,J.ti-?art' S.S (SEE MITE Ty St N2CDO' S,S,. ' (SEE NOTE 1) t/+Y-Z }.. i — (SEE NOTE 1) ' �tyEWY• aARlw ! ._.. 3 E1cRe o.EPZ I # i-�f__7 TOR, SOR fX 1" i OF '7." ( ; OF "LlX . I t'i� MAY I i wot MAX I 1 1mn i � oz. 1F 6•fAR l flrN. Rr SAID e EQ f lI ;, • f2 1/2 O. 1 � ~ I, _ t/{". LAG SCREWS I , 6' O.C. W/I t/2' �, MN. THREADED i i 11 _ L 2'x4' WOOD PLATE y,-„I V Ij _¢t4-TO PANELMATE PLUS REQUBrEp DOTE '• -!' { i K._. RfWIREC , + T-! 1I it PENETRATION AT REG3WED § o 8 1ji` O.C. W/ 1 7/8" MtOWIDM OF PLATE I'-' I ! JJ ° ) l or PLATEN& # , , 1 4 e LAC SCRE'NS O I I ty i._ ? .� I { - ""8' O.C. STACTCF,REO W/ '• # �. ( .. • �n ;v 3 _. STl1E1 W1 T Y/2, AQN. ,,.#.._. I ih V) I DIUM.. Ai WDMiDiH�OF PLATE IP1 INSTALLATIONDIRECT MOUNT i WALL MOUNTING INSTALLATION ALTERNATIVE 1 DW SCALE 3/8.1- SCALE 3/5.1' NOTES: 1. INSTALLATIONS FOR ALTERNATNES 8W. 9W & IOW ONLY VAUD FOR Mg11111NNikNNAA BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.8. -48.0 P•e.t. AND AApAA�P PANEL'S LENGTH UP TO 12'-4" �Q` ' CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •L7' �;. 2, FOR NEW WOOD FRAME CENS PINE NOL 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL $ " •Vt' +� •• :' FLORIDA BUILDING CODE (High VelocityHu one Zone N FOR COMBINATION OF SFC7IOMS: s N0..416 i a2�a nmro, slc 20 GAGE GALVANIZED STEEL STORM PANEL ' +; �• c aRAM1 BIT TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' A'•, ST `A+ -- .� GLOBAL PROTECTION PRODUCTS, U.C. � I 0SN yw`".9d'• fl R1`3 1 .,_ STREET INSTALLATION. 4w� EST 14 POLL ��f �4•��^...+} I TEBTNa k E HEEMNe ��A/Y"` NNE. EL 33314 20-176 �S•S.; 4, !� q�x Ss,, r r vA teawx tl.ee, s 3wr PING£ (G54)eet-7e45. FAX tt54)M-•7e7 `` - , D IB v,- . u. , Psf rn-tsn ' I/IIU Ntlili. ,�AIfBWNMTU�/ n CA-Ome710 WA a Taons as YMUFR A AUNT JI., w- . a F INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM vr. AG SCREYB • a GG w/ INTO EXISTING WOOD STRUCTURES 1 1/? Ern. t11RE4Dm 1'E1IEIRA11oN ! TO QFu,NG WOdO I+FAotA I� mL� f 1L ' eon s ✓ i 1 '+I A JAL REVIEW ASSIST # 1 i EOM - i wE#YP EWA6EP _. FOR d , I 1/irtL'?) Vj ssist, Inc. i I Plans "? :�� M1.a,; ,Meted an u %cmHEDE .,;)� 7le xa/ 4°,/...C. for cormpiw',, 6�: �-:�i� the tr�2, r ti 57UOye # ALTERNATIVE 1 ALTERNATIkE Z Trer. j� �j „Jr'Mn, si/4'awrt-WCNNE Edition by ®eNl-v ^rv1;4 a ~'" .1= {� P. (Nis) (SEEP I sa OJe'T1s , oc CET. 1/t4) l i I ONT I i FOR Min. I 3 tt 3 SEPAmfm10 GLASS ED I EO ED I I( oR I �I� /R 1 RfCD PoATE I! �` REaXARED {f W000 RRVOLAREATE I { i C.M. ALTERNATIVE 3 ALTERNATIVE 4 2':+' TE tJJ4 y UW BOWEWS a 5' N' id,.•TF1I6A0Eq PENE71miCN ON i ,/4iD."S/I!` LOWM"S BULM10 W/ i! 1/4Y-24x2' SS M.S to OS. OR ALTERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOC919N5 /4'am PANEIMAX rOMIE a OR PANO.MtTE PLUS a 6' O.0 w i ,/2' MIT. ;rN& THRFAOED PENETRATION TO wooD PLATE NOTE : iHUTTER TRACKS HOT SHO" FOR CLAIM TA�LATION AAAR1pTN cr WALL ��IO��UpNF �l�G�`� ill � Q , AL 5mRe1Ad'1.�' <7.14e.. � *Y. R4'•' .......... .' « • Somm 3A - I" syR; �GENSF ' FLORIDA BUILDING CODE HI h Velocity Hu core Zone) • �: i * REF P2 ¢a nTEco.. G 20 GAGE GALVANIZED STEEL STORM PANEL FP OF r 1. NSTAIA7IDF$ ARE ONLY VAUD FOR BULDWCS VAIN AS.O DESIGN LOADS UP TO A''. 5 - a1/U/2D2a +544 -72.0 pe AND PANEL'S LEWIN UP TO s'-e". -r'p� •. tt R10 I `.`_'� GLOBAL PROTECTION PRODUCTS. LLC. aMe 2. FOR NEW WOOD FRAME OD!6AiUCT1OM WOOD MEMBERS TO BE SOUTHERN f'Iwi, 'r(G '• LOLL _ 1 L E C O TIC. Aeon Sit 51 SINIXT SSf `f R PI$ Na. 2, Wf SPE(C DENSITY OF OD5 OR EQUAL 4 A`f' ! 2NexN WNPANY �MMV.�M. 33314— hlAll1rF11 1 te: aA. t a NIA WTe.1t W.4q. h t'aAA PWOM'� (.54,...0 7543. FAY CP34Ia0Y-a]G] 2D•'176 H1t1NYV 7anx.. a Sw r7,-Lae . F. , Oem m-ion 17MMNG Nw Alx A. Aoan4x ,n, W •Asrr P.E- wK7EAGiI- 76l R TJr.. P.E dP n_,rl 5N¢E to aF 21 ^W W CV ^, W �--• �r U_ L N LO O Q m .� U C) O Q W O E LL_ O .Ln -0 0 i to .� ``}/^�'�I vl J`L E Z 0 w J V > oprove 7th O 2300 � U O ^^L U '^ Lu = Q z z Q J a SHEET NO. SH 1.1I (SEE SECTIONS ON SHEETS 17. 18, 19 & 3: MAX. r*WII a. /" All FT So/it 3" MAX. j'SA/1 D & SAW/20 =14 * 6M/20 I- 0 0 0 0 0 77 _J 4L 71-- T BOLTS w/718". -A .10 No MASHON AT 7 T ------ �AT_16--- P A&M BOTTOM 3011. jGoaeAP 17. 4AI W IL uvta. 3- MAX MAX. 1*11AW/111. 7AW/19 VIIAI EXTERIOR v MIN.f ll: MIN. - H1 & OW/20 ------ANCHORS ($a SECTIONS ON SHEETS 17. 18, 19 & Op ION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 311V-1" I/r WN, w MAXIMUM A.S.D. Max. PANEL LENGTH I DFIR DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.a.f.) (SEE SECTIONS) To GLASS CONDITION +55.0. -72.0 2 3/4 UNBOLTED BUILDING INSTALLATION ClErAllea EQR QPIION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WQQQ STRUOURES 7 T-1 -A-1 T 7 1 V T-9 F. 4 ER WpOO Woo, MOOR 1/4-V TAPOON 0 6 O.C. _44"0 TAPCON 0 a, O.C. C. TL AT WOOD 1w1101OFC1)D`D ED /UN, THREADED L. AT HEADER I . HEADER% HEADER V _j x 2- 1/4' 1/4- tx 2�% ,A 2 NT i EXISTING las= ING M.. GLASS PANES. LENGTH (Sm ON SND"f a; 'L* Me. PARREL (SEE NOTE I BELOW) (SEE NOTE I PANEL PANEL LENGTH ON NY. www" G- EXISINIR OI/65 GLASS - (SEE Bum m am (SEE NOTE I SEELOW) (sm sc"mw 1/4 Sam" 2CM SS M.S 3v WING NUt if D.C. /I i , Z PE14ETRATI A MIDIVIDTH OF PLATE 7 G -0 ED. CONT. CONT. 11012W14-S-S, MS. W/ W/ I/ 0110"'S' MIS 3/32- WING NJT w" WASHER III 2W11N/0• 2NLrr WING NUT' 12 1/2' D.C.O.C.JAVI. EYOND) WASHER (BEYOND) 1/4-0 TAPOON 0 5- D.C. TAPCON A, 6' D.C. CON 0 6, D.C. ---r6w wigo 0) STUD) THREADED THREADED f OF PLATE MIGAIDTH j 4' WOOD PLATE OF PLATE i x4' WOOD PUTS OF PLATE RUAGURWEODW PATE D PLATE ION WALL SALLTW7"i I ATION J--------M WALmoumnNG INSTALLATION WALL MOUNTING INt INSTALLAN EJORNNATGIMIE" ALTERNATIVE 6AW ALTER"AM §W SCALE 3/8-.1- 0 LIFE SAFETY PANEL 2 REGULAR PANEL IL LIFE SAFETY PANEL SCALE 31/8'-1' Sams 3/r-1- SCALE 3/$*-I" LnNHINiL`I ME ONLY AUD MR STAUXINGS W" ASP. DES" LOADS LD 1. INSTALLATIO FLORIDA BUILDING CODE (High Velocity Nu one Zone)[ H* UP TO +S!,S. -72-0 PSF AM AI LENGTH UP TO BI 4 F.P. 20 GAGE GALVANIZED STEEL STORM PANEL 2, FOR NEW WOOD FRAME CONSTRIMION, WOOD KI BE MTO SOUTHERN S mem or.. PINE NO. 2. W/ SPECIFIC DI OF OZ5 OR EGOA4_ 7;k Silk GLOBAL PROTECTION PRODUCTS, LLC. DAM 4m S.W. Al STREET DRA 95�_--rE .,� (It. - 20-176 Twu CA F" I +11L RE I smorr . w 20 U, 47 COM PON ENIS FOR, SERIES 2000 & 1900 E-Z HANG STORM PANELS (SCALE 1/2-1 (TOTAL WWHI) mot, 1591"� (EFFECTIVE W91TH)------ 2 2.`aW D.G38' MIN. THICK MALVAMM STEEL 2.000 2r Typ. A:PW A HEMMED EDGE TYP. 2_244- .075* HEM 653 MEG WADE 50 MINIMUM 0-50 GAILY. DETAIL A-T ------------------------ R (1) STORM PANEL 2470" REVERSED -he TRACK li REVERSEI *U" TRACK PANLlS END UP W/ HEMMED EDGE *mow 7 p EMM HED 13QMEIRIC VIEW DETAIL A .125' _7 7 2,1* i -125, 2.000' ROUNDED CORNER V ENDS OF PANEL'S END UP W/ HEMMED EDGE 2a 'S -So (N.T.S) _2.00I _ SOLI I i..._-.,--s- III - "I" TRACK �ER PANE - VAO 2x5*(Max.) ALUM, ANGLE 4 125' 6061-TO Alum. ALLOY 7S0• LOSS' (T)'P 4 , No. 44167 -z FLORIDA BUILDING CODE (High Velocity Hu cane Zone) ATE OFi %, • GRID e:2Iao Mm ZID GAGE GALVANIZED STEEL STORM PANEL Im wylnI " (2) 3"x3%Mgx.) ALUM. ANGLE STOP BAR * . -,,, - 1�4 1111111Z 7 GI PROTECTION PRODUCTS, LLC. VATE 4W SX 51 STREET 6063 11 LONG -T5 Aum. ALLOY E�WeE� In AN IN, _pw I ww_ R_ M, Pmoma 20-176 - PE. ff+V./9CAA�IURE/aPnE PX iMt LM N.- INKAU.00 UETAM FOR QUION #2 EOR WEE SAFETY STOM PANEL USTEM INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCIVRES I ANCHORS 1/4- TAPOON ANCHORS 1 4' TAPCON ANCHORS ANCHdES 9, D.C. 0 91 O.C. -41, Trc, BLOCK REQUIRED _t BLOCK REQUINED -C No.. M_ F FO.* MIAlm" To ve ImaT .0 'en I41aNXUMN EXISI -.2, -JIGIAIS GLASS, T R A , k U er P R _0 F 4;1- 1 11 11 M.S. III .. ITT WASHER 5� WHO NUT WASHER 3/32' WING Nm 6 12 1/2 D.C. WASHER 6 12 1/1 OG.N 'RASHER {BEYOND) 1/4' TAPCON ANCHORS iL_._rrAPCON ANCHORS 4 4 1/2' O.C. 1/2' O.C. (STAGGERED W/ STUD) j (STAGGERED W/ STUD) j 0 4 1/2* D.C. 'D CONCRETE ED L__ZOUR CONCRETE )NCRIETE BLOCK OR CONCRETE BLOCK JNTING INSTALLATION iECTION SA eOUIRED ING INSTALLATION 11 IEGULAR PANEL SCALE 3/8--1` 0. uffumAME SCALE 318*.1* SITE ow 11 & 20 FOR ANCHORS TYPE TYPE TOW" SPACING RIR WSIALLATIOIS INTO WOW tNlx ammmum WAI (M4 'I FRAME BUILDING, MWMANN ANI SPACINGS AND = COSE DISTANCE ARE INIHI 0 *uNmostAxor lo_ee owe 3 SMI MR ED, LM THAN INDICATED ON SUED" REDANCHOIt SPACING BY MULTIPLYING SPACING SHOWN ON SCHOI F..-I o, uh) 3 A" EA 4= DomegIGIDR BY THE FOLLOWING FACTORS. MR OFEW)ON TO K POOKL TORUS HA OBTAINED USING FACTOR SHALL NOT LETS IHAIN MNI 91 INDICATED FOI 004 WHOR TYPE ON THIS SCIMU _Eakftlt CONCRETE OR CONCRETE BLOCK I„ �Uf TYING INSTALLATION SECTION 4B 0 LIFE SAFETY PANEL SCALE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM - INTO EXISTING WOOD STRUCTURES TAPOON 0 S' D.C. 0 6 /2' MIN, THREADEp PbACIAWN AT WOOD -ED LAT W000 HEADER HEADER 1/4- 1/2' t/4' WOOD HEADER WOOD HEADER - REOURED REQUIRED To GLASS FOL SOL,, EXISTING GPI SHEET 16) 1 MN". SFPARAiNM' CLASS 10 GLASS (Su wm" PANEL LENGTH PANEL LENGTH EXISTING m small ITT) (SEE NOTE, I ScLa" 114,*O 211 SEE NOTE 1 BELOW) 748 N6 UT _0 ED I- L.i__j VA. NUT It 3/32" WING NUT tz/ERI 03/3621/4' D.C. I ";i 1, V1 2.4* WOOD .RE4IRFI WASH WASHER O(BEYOND) I II P it 14- 10 PAONEL.MWATEJ PI, #14-10 PANELUATE PLUS C / 7/4 a 0 5 1/4 11 1/4' 04 MIN. THREADED PENETRATION ION. THREADED 'R`=� j AT MICANOTH OF PLATE AT MOWwH OF PLATE WALL OU ON WALL MOUEMNG INSTALLATION SAW , I IN 2A &IBMPANEL �.A ill SCALE SCALE 3/11--l- iiv` gh Velocity Hu FLORIDA BUILDING CODE (110 IT Velocity Hu Con* Zone) � No 44167 20 CAGE GALVANIZED STEEL STORM PANEL 1, INSTALIATIONS ARE ONLY VAUD FOR BUILDINGS WITH ALSO. DESIGN LOWS 1XIIIN! III UP TO .55.5, -72-0 Per AND PI LENGTH UP TO W-Jr. TIT GLOBAL PROTECTION PRODUCTS, LLC. o"I SATE "SW 2. FOR NEW WOW FRAME CONSTIRLICTION: WOOD MEMBERS TO BE SOUTHERN 11LIEC0,1111c. &w. 5 STREET PINE ND. 2, W1 SPECIFIC DENSITY OF 0.55 OR EQU06L 0i... OR , QmAE_ 111 3:014 ... 20-176 ... tI nMA)6ft_IM "" (, Mean N OF ft V/24 W/ oft (9) 1 0 (SEE NOTE 2 .3- Max. 2/2410, 1'/24 10, 0 NOTE 3 SDAW) SCHMt, CCONCRETEANCHORE, SU 6 WH ON SHEET 1I I.- I* VA" CONCOM I ANNo. of, r.11 -i- SM SOCIII& SHUTWO0o SEW (SIDE SCHOMU ON SHEET 25)_ -w I. Mill! z-%Lxu_ IT 7 1* 3, DIM I/v I Wiz.--T- I (ENO PAIEl) (WTETAOR PANEL (Re1FAlOR PANEL) (WiQeOR PANEL) I PMN:L)Tt 64 X R' (EHD PANELS ( P ii1'ITERIDR FiNF7.J (IDE'RN)R PANEL) (END PARELj 60 Z 'V ILAD SEE NOTE Z 3, 4 OLOW SC,"4 BE SEP LT TO) 4 ,ak3"WNPAITS� 40 2 'L' 7.171IT7.IF • 'ki III] 1 11 if 1111-1 11 11 FTV SEE NOTE 4 StaMl _•4 MR coticlom ANOI SEE EmIr MAY J�W,14MXIDI V ML, I- W. AT END OR '1 1 1/2*1 . I INTERIOR PAWS' L02 OR (D W/ OR W/I ♦ LAST PANEL C) TO BE INST -I -Mw Iv a m D AT EON 1211CAL ELEXAMN FOR 5 01 ALWAYS BE PROVOW REAR HANDLE TO FACILATME12AN99 ROB HANDLE M FACILITATE WA= TYPICAL ELVWION FOR ED FRDII --V%& ' - "' BE IK"&L IF INTENDED TO BE IRSnAU.ED FROM INSIDE OF sTRucTuIti. E-z HANG RM PANEL E-Z HANG STORM PANEL r1/4 -14- GAP ue� GAP 1/4' ft. GAI r 0 �,2; U.5 W11 - 1/0 w - w =,.TERMTE, TON 41 SECTION A- DID I-AMN" SO" 3/1 - I' E - Z HANG STORM PAWL SYSTEM CONSISTING OF PANEL + NOTES TRACKS At TOP & PANWIATE PLUS OR 15" LONG E - 2 It" STORM PANEL SYSTEM CONSISTING OF PANEL (rAl BOTTOM W/ PARELVATM Cont. TRACKS TOP A 90110ML (2). END PANELS SHALL ALWAYS BE ALL BY MEANS OF W AT END PANELS (2). PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANELMATE OR T WTHIML Tr�e4qtl�-D2CTOT/�4 'TO fD SHALL. BE PROMED AT TOP OF SUCH PANELS. SR21t. BE tcgk�� W 4.. �,I 1".111 I " WING NUT 5 Mn. IF END PANELS ARE CONNECTED TO BOTTOM TRACK, C?ngjJON SHALL COI OF DESCRIBED 1/4"020.3/4* M.S. WIND NUT OR la,7V(4l MiIn. THUMBSCREW OF FASTENERS A EITHER OF TWO (3), MR CASES WHEN END PANELS A14E LCIaMTRA& (p AT INTO TAPPED BOTTOM W498M. END PANELS ARE NOT 01` "15' STOP EAR EXTERIOR FLAT FLANGES OF END PANEL F" ME PROVIDED AT TOP OF PANELS. (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME WERIOR PANELS ARE DIRECTLY IS ONLY USED lag4P AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TPA" MOUNTED TO EXISTING SILL ONE INTERIOR PANEL USING, SPECS AM IN SUCH CASE, CONNECTION OF PANELS M -AGrAT-11A �3) 80770M TRACK TO WALL TO OCCUR AT LOCATION. WAY BE USED JOINTLY XT TM TRACK MAY TWO PANELMATES I= NO SHOWN ELEVATION ADD W� M�2 (5). SEE SECTION 1', 3' 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, EDGE AN OR CAPS P� Ila% V jSTCAS 0 0,10111141ti"w NOT NEED EC BY MY WEAM. N (To S IiPANELS CIO LEFT & RIGHT PMHEL) HAVE Tit SUCH THAT ADJAC S�JU k THEIR OVERLAPS RETAINED BY FN FLORIDA BUILDING CODE (HI Velocity HILL cane Zone) No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL pp_ GLOM PROTECT LLC,'Cri STAY OF ION PRODUCTS, con, 11LIECO llllc� PHOI 4w"-7.46IWIL, . ("Ow-m 20-176 G Nay Ile Px - "M 23 OF 25 INSTALLATION DETAILS EQR QPTION #2 FOR LIFE SAEM STORM EANEL MIN INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCONANCHORS 1/4" TAPCON ANCHORS 0 9. D.C. D.C. + POURED aR -act, 1/4 REQUIRED _jNT NO, f"WW`%W o - A&M men % I I Imen III I I 0;4-10-0 PANELMATE PLUS W/ x 3/32* WING NUTWASHER 0 6 Ile O.C. _-ROURED CONCRETE OR CONCRETE BLOCK RECILIRED, WALL MOUNTING INSTALLATION 9 imm-ftNEL SCALE 3/1 . SEE SHEET 14 At 20 FOR ANCHORS TYPE ANCHOR "m 1/41. 1/4. 1 PANIII SPACING FOR MtALLAI Lno WOW MA AHCHM WIVIONG 0`3 FRAME PLAII MAIN ANCHOR SPACINGS ANG MINIMUM UM OISIMCE ARE INDICATED ON THIS NW-AN1 caNlxl. 0.3 3 a 3 31/2 SCINTOLLE FOR ED. LESS THAN NAWAM ON SCHEXALS RMILICIE ANCIM SPACING BY MMIft"4 SAWING SHOWN ON SCHIMUS (A-4 AmK za WK MONO FACM BY THE FOL.LOWND FA=ft FOA THIS OPENT" TO BE POSI $Ukj;m '/v 35. SPACING MAI USING FACTOR SMALL NOT BE I= THAN NINNUM SPACING INDICATED FOR EACH ANCHOR TYPE ON:THIS SCHED" 3 Il --A M. JT 2 2 2 d VIRTUAL REVIEW ASSIST S W/ "A 3/32- WW40 NUT WASHER 411"" "'1' "' Virtual FR Nv Assist, n'. (BEYOND) . ---WRID ELO Plans w-,ev: _;oj :plated d ppro) GOWX?1 a CK REOUVim for cornojia,ric;�� I the 202D 7 _P7 1 7 WALL MOUNnNQ INUAUABON SECTHM 51 0 LIFE ANEL Edition by Debirc- Anne p'. it • .44167 FLORIDA BUILDING CODE (High Velocity MIA cone Zone), Iaax; ITTEM W- 20 GAGE GALVANIZED STEEL STORM PANEL DOM ff�� TATE ORk >we GLOBAL PROTECTION PRODUCTS, LLC. "NAM Kx 11LIECOmc. 4M SA 6 SVIDT - &I . #40jout 00 QW& FL 33314 00"I 'Ak 20-176 GENERAL Him, III r_z HANG STORM ph= SYSTEM 1, E-2 HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.Ell) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. StM %tN1 BE 1 1/4_. S ALL BE DEfERA9NE0 AS PER SELTNON THE ABOVE MENRONfb CODE 8.2 MNIAUM EMBEDMENT OF' 1 4•I X r. B" -iN ANCHORS I 7 "Hit. flNCR E. SHUTTERS WILL FOR A WIND SPEED AS REW tEO By WHERE = BE INSTALS Ntl EMBEDMENT INTO ANY FINISH '(k"MO) FOR A DIRIECTONAUTY FACTOR Kd-OIN IM-16 AND MAXIMUM 1/4" I-20 SS WDLVAIX BOLTS USED SHALL BE LONG ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEEM 25 & 26, ENGAGE 3/4' INTO ANCHORS. IN DRUM TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AS" 7-16 PkAU. BE FIRST REDUCED TO AS.O. DES" WEND LOADS By MULTIPLYING THEM BY 0.$ IN ORDER TO 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W1 MAX. (A&D) DOM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL. BE AS MENTIONED IN ZIA) AND IN II IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED.A = INCREASE IN ALLOWASUE STRESS FOR WI LOADS WAS NOT USED IN IHEIR ANALYSTS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N_D�S. 2015- (C) ANCHORS SHALL BE INSTALLED FULLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESIM LABORATORY, INC, REPORT 1 2034 AS PROTOCOLS TAI 11. IT SHALL BE THE R III THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER Of THE TAS-202 AND TAS-203. IS TO BE ATTACHEDET=0MRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING; THE OPENING FROM THE OR WtlCO FRAME 8L)ILWNGS. INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHITCH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED To BE LENGTH. PERFORMED FROM THE INSIDE OF STRUCTIAE. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING. PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To. 4, SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND 14ORIZONTAL SLICERS STYLE Whlivaws WHEN INSTALLATION IS REOUIRED M BE PERFORMED FJI THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HAND STORM PANEL SYSTEM- IS PATENT PENDINIS, S. ALL ALUMINUM EXTRUSIONS TO RE 6062i-TS ALLOY AND TEMPER, (UNLESS OTHERWISE NOI 13(c) THIS PRODUCT EVALUATION DOCU T.&ED.),.PREPAREO BY THIS ENGINEER 6 GENERIC AND DOES NOT PROMDE INFORMATION FOR A SITE $PECII Git .. WHERE THE SITE CONDITIONS DEVACE FROM THE P-ED, 6. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 3101 ALLOY. P. ALL STEEL SHEET METAL PANELS SHALL KAYE STRUCTLA& DUALITY STEID_ ASTIA A-653 GRADE 50 Mim, GALVANIZED STEEL TH ON DESIGNATION W/Fy- 58.5 Net (AFTER ROLLED), .:1 CONSTRUCTION AT SITE IS THE CONTRAICTORS RESPONSIBILITY a, ALL SCREWS TO BE STAI STEEL 304 OR -116 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEI�I, AS PER DIN I.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CON61DERED INVALID IF MOOIFIED sole W/ 50 k.1 YIELD STRENGTH AND go Jm� TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BWLD44G CODE SECTION 2411-13.4. 4d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERES STAINLESS STEEL WITH 36 kiii MINIMUM YIELD STRENGTHL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.G. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, S&WEL (.) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or 1/44 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUtUDEX. INC. (MIN, f*-3192 P..Q RECORD THAT PREPARED R. 1 /4- 0 X 7/8' CALX-IN ANCHORS. AS MANUFACTURED BY UWALT INC. (MIN. f'-3DOO P- 16. STORM PANEL MANUFACIUREWS LJI SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 014-10 PARELMATE FEMALE 10 & PAINELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (F`3= P....) LABEUNO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS CHORS INTO POURED CONCRETE SHALLBE 1 3/4- AND 2- FOR PANEUVATE FEMALE ID & PANELMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4. X 7/8* CAI ANCHORS SHALL HE tS 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL K LOW ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 314- INTO ANCHORS. I A43) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL A BE AS MENTI IN A.1) AND IN A.2), No, 44167 (a) 1/4- 0 TAPCON ANCHORS A$ JANNUIEWURED BY I.T.W.BI INC. FLORIDA BUILDING CODE (High Velocity HU cone Iarwt) ;/4'00 X 7/0^ CALK -IN ANCHORS, AS MANUFACTURED BY DEINALT INC, (VITI-1500 p..J.) FP. 20 CAGE GALVANIZED STEEL STORM PANEL 41 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EUGO CONSTRUCTION DIUMN IWI PRODUCTS (fm-2071 p...Q GLOBAL PROTECTION PRODUCTS, LLC.M JILIECO. I.W. 4SiSTRUT _�4 C FL Wt4 -1544 JI ")M-SM 20-176 IPA" Na: ow 21 OF as INSTALLOON MAU EQR WIERIES RANEL(I)INIQ EQUREQ CONCRETE 2000 AND 10Q0 E-Z HANG STORM OR CONCRETE BLOCK 4 1I ITI amo �, cHeNDU __\ 6 FIVI oL_ . RmLea . J one. 7 Pw Gx I Ms 5 SIX MCHEW III MI Lu SOROLVID. M-GIS &. TIME scHmul ON w_. TO QLAM UK TO (IL" 'UMOYOKAP INSTY OV941P I al 3 smr I coemm WDIAMM 1/4 DEQ y Am,Mr 0.1 1 saw eLTASAV - AIr 41.mca- AND plmmntIrm WALL111000MG INSL - SECTION 11 SCALE 1/8-1, &1*11 0 womnut"ws M M IELOOR TO CEILING MOUNMIG INST, BUILD SECTION 3' SCALE 3/81 -OUT MOUNTING INST, sck�E 3/8-1- 4 w Won. - oF 4m Mo BS"M E, "o,"j, P'w SHUT IZA 0 T.it= CAN SE coUSNED IN om VA, To Sum. • NO. 4.4167 -FLORIDA BUILDING CODE (Nigh Velocity Hu cone Zone), A\( w5uLIATION. edaZt STATE OF :1 20 GAGE GALVANIZED STEEL STORM PANEL F.P BGLOBALPROTECTIONPRODUCTS, DETAIL 1SaEaxEON SCALE. 1/2'- 1* VIEW 25) ILIECOstWk GLOBALDOWN LLC. o"""I DIII -20-176 9E R=w= 1, 31 R..w-. WALTER A, LIU J1;jjE 111110I > 0 C- 0.-11 U. = O (3) _0 0 0_ ca 0 _p_j (1) C/) Q) (1) CIO Q 0 -cu 0 0 = ICU = C) .0 -4-0 CIO, U- III.,- 0 cu > Cn -0 a) E " "0 0- C- U) Ca 0 CK3 -#--A ca. -0 C/) Cn L. (D (D W =3 0 Q CIV 0 L_ Lu z z SHEET NO. S H 1.2 _ MAKNUM XSD 1%AD P" M.x - I -1 , I, ;CE w - -- - -1----4-mDN,,--- LAN$" SEPARATION I -zm- . P.5,; I ( � To CLASS am I I +61ILO. -75,1 70" 04 LESS _____ 2 9/ir - 8 - 01TED - -- I I I V. 2%3'. 1,W, - I 2'W St 3'# 4".O. _7511t - 70' (A LESS I 1 2va 1 SOL= . I IV & I1W - �. NL� & INTRUNUT At UVOUJIP & QX OF PANEL LENGTH , M;mNF9;"�m'0` PANEL ='U.4171417W.11-M-]M-]*-I�e],M;i.i*,�411�;41;7.)it'l�WIMT)t 11. 7mqrrT-"_Mm 1#�-1;��ulzii*xfiol"oi�1:41w,-M��'-;,[oi;iAim�;9#1*1,411"11�ti�liltll;i4-si aiii" - I 1�_� sm I MAXIMUM A.SIL DESIGN MMwm ANCHORS sAKM FOR C. 0, - 3 1/2. - - APPLICABLE TO mmm # & 00 PDAMPADIN - , VAX%W PANEL LENGTH V'k,) PRICES OJE211��` 1) TAPOOMS -momn CALN-M PMNaWTMt )`�WWW"X in I AiREMATI: PLIM I� - To - _mw_ TO caNcKm - TO MMOF 70 Ommm m CONCRETE BLOCK To CONCRETE j To d0wayr SLOCK 12' N/A 12' N/A 12- N/A 12' N/A V At 2- (TOP) III - ,.* -_ To(' '. 1� 41 1. __ 4' ."90.mm)l ,2' 3* 12, 51 1. 1. 9, 6, +66,0. -75,3 N/A - A/A I N/A N/A N/A N/A ------LL- - 12 Ilr - III 2� BOTTOM) 70- ON LESS 7' N/A 1 6 1/2' N/A 41/2- 1 NIA, I 4 1/2. N/A 3. (TOP) 12' NIA 1 12- a N/A 9 1/2' WA $1 1/2- - N/A - 3� (BOTTOM) 1,7* - � N 12* N/A 12* N/A W I N/A - 4' (TOP) I!:- , - -1 IV 9 1/2* - 12* ". Ir _1- ,"� I I (BOTTOM) I - * WOTED TO MO p..K A.S.0 DESIGN PRESSURE RATNa A =� SAW 21% FOR ANCHORS TYPE & SPACING MR INS7XIATKINS INTO WOW PAIMIC OUILDINIO; UNARM ANCHOR SPAOIM AND IWIMNUM WCE INSTANCE ARE INDICATED, ON THIS SCHIMAWL FOR ED I= THA14 MrATED, CA SCHEOLBE RWUV- jINCHICA %AAOMC By MULMNLYINC SPACING &NO" ON SCHEDULE IN THE FOLLOW" FACTORS top THIS ORGUTION 70 BE POSSIBLE REDUCED SPAGAIG WTAMM USING FACTOR StA,L MINIMUM SPACING OW)WATED FOR EACH ANCHOR TYPE AT _ _ � �W_ . ,Sjo* NOOMM _1/4%� __ IV*, _.L_ _ 1/4-* 1/41. _ - I~ = PM mom !!Aam 0�) 3 a 2 -,12 �M. ammustMer Ic.N, 0.) .1 ___ a 3 3 #Lum-4 O... , sw* 0.) 3 3 IA - 1 Y12 4 Amft VA ow woom ISICIVIR . I tw I - I - F_ - 2 Ilr_ . I - , I - ------ __ r - Im �43 - --- _ 3 !Ir . - __ -1. - - I Im I - I ,.w I + REDURES M.. DISTANCE SEERWEN BOTTOM OF PANEL An 0 TO - 1/2' 91-111 4-1--nI , r , + + ACQUIRES Mo. DISTANCE BETWEEN BOTTOM Of PANEL i AND (1) TO SE, 31ir I 311ir v M... COMEONENTS EOR REGQLAIR, LIFE $AFM 9k E-Z HANQ SIORM PANEL SMEM5 (SCALE 1/2-1") ,----------------.--.,�--15,12$' I (TOTAL WV%�--------, -2.187-- ; r,- -.----------- j _-_____i2.soG1 (EFNECnVL wqmM----_____--_,_-_---j . '-------a i ; - i--� ! f f.2W* -lor i � kS14.W,4`. - 3w, - ANE i i � 1/4. (YYp.)----____1' I , ! I i - t ! x � 1 f- to ANGUE # 6 1/4� I , OR I 11 112- O,C, 1 f-1-3 w , � , , . �2. j �, , � _!, � ) Ltummw I __Tz-�O-_ r- 1 siIIa- - / I _:zED, , � . - I I I I L I _ I . � I �____ - 3,06 1 06j Jb 11 I i >1 I 1 I .18 � - I- � I - -,,w � m . , I (MAY BE REVIOBLED) � . I 1 _ � .&W 1". �� . 1. I __j, I �"%- I � CDCLE t � 2--o"AlL A AM MISS TYP. CRAM so uvam I, _60 GALV. 0ae- 1� 2 0 X" 1 �250 . ! tLI65- 11I � EWE I I 1 � - � I ... -----,.=. . : li L-1,sou.-I -1 49 G) STORM EMEL 1 -I,mc--_� --- - i � DETAIL A- --i-A _j i -375' ! _� .084' 1) Owl) PANELS SHALL BE INSTALLED ALWAYS � L-Z-!;i7-_ � FROM LEFT TO Now W/ 1/2' LED AX END AT LEFT SETS OF PANEL (�) *H" HEADER (�) :ELIRACK (�) ANQU WJTH $IUD ,-1-vt PANELS DO LIP I--,- _�14,-, W/ 11--l-1- 1� ��.. , *0,05* - , -T,-� "' I , I - . - ' "10 - � 1_4�-I_r 00 ,_ 7-XX" i - 4 zM.ML .37!r .,41. , I I - - -r-Ir' , FANEL � -,-* , " , I _T_ - �_" I , � V_ I ; � I ----zRSI'-n 'a. - 1, " HEMMED - - , TE 1,40'. "625' 1 I � � _ __j i�k , ,-/I--- -0027W , ? ,/ 0.250�# L I -I -1 , T I, -, I � - _... 1, , ISOMETRIC YIEW WWL A �___ I , t . � " I � i � ____ . _ �6 _ I , _" _�iiie 133 t-, � � � �i ; � - -ER91. i I-k I �t " , � 5 OR Ify� I �el I � � I � I I -_ ' " ';� _' I I iND'7�1 IIE;;� OZ 1 1 _2,378-j z I 4 ; (N-t-5) I, -w �Dm* 'j ." � - . - I 16W � As�__ � I TYP. I I- .1w � ; 1 3�7EO* 1 t I 590ft F.- � 2, ' I 7 _D"* 067' 1 1 � iTyp') I j I _jn+ (�) 10 HOLE WASHER 3105-HI54 ALUM. ALLO 1__ BOTTOM 7 ____Pa OF PANEL (�) KEY H= AI PANEL PA7A&J - -'5'- - I � I b ! � I _I 11� � I _j . "-- i 'OST. 71 I r- FO .8 I I il. ; LIMITATIONS W sunEw W41H is I r, � � I � I I I � � � f-41, , ___�-A 1-11w I I - - � � 1.15, (�) SLEM 2 1 a " I . i I , , L_ j -1 MAX-LES= i I I I � i I 2AiOO`-_t .obo* I _L_ - . ' - � i I ONLY VAUD FOR INSTAUA-MNS PRO ...,_ � WOOD STRUCTURES, -_ � � 3.7 � w* . � � � I .125, " K ...' COW - I L'1,71.' � L----2.S4s--__ 1 .�Ils , i-l��1.050*0 L__, �,_-_), i, i ! .-- ,I (�) REV. 'Hw HEADER (�) 'U' HEADER ' ! I I L_ (TV.) � I 7i __ __j -,----I --- - MIN. TO 5- Ma.,j , I ; I (R =EYE I* MIA L_2.oGd`___J --,I OR4 @ ANOLE "Ie-a" �@ EMU HAMM ,374' , �13,000` __m_4i= , � T ;jw- ", --[�LJI f I � S-,;---1S- i _�� 1,1571 . I I i�� i r ,----,. - � SO . -1 * w-- 7-1,2757 -IT-- I 082, i� , MIN r t � , I __ --,--I � ------ � " " , , I' - . 1 125" SEC. --- I � t, - , 2, aim �� so , - -1 Od , iI, ;k --MIN., f�@ ,z " t; I N .,��%',NA`!Tl��""N/0 N - iQ. ._��&,.. q% LUSE ONLY FOR E-Z HAND SITORMI PANEL , . e � . %� &,A- %, SYSTEM) 600-16 ALLILL &I= .� - 1 .. '. s- . 167 Zone) 1-1 f : No, 44 - I FLORIDA BUILOO40 CODE (Ron High WAloaffy Hu one . - �*t 04"m �m FJ`_ I .050 . L - MR) .12,3* , 1,20'. 1 -I____,!__- � 1, '0501:j tr-A L I % 1k ... STATE Of t. " . - 7.4 GAGE O&VANIZED STEEL STMM PANEL 1AAWN IV; , - I' -- 2.ODQ - - Ll- % --sa SECTIONS-- ,.- �zw I L . MIN. � �� . ,� , . . , . . f Ecolut: \ GLOW - 111el w1vm a PROTECTION PRODUCTS, U.C. mm- "I'" __� ,204" "E0 (@ & (�� - __ agalgM, , . If, . _,�M 'd AWIABI STREET 0314 DNNI ...... 0, rm. tw)sft� 20 -175 "'.., , (j� BUILD -OUT 1PAQK ANQ (R BUILD-01 MAM WMHEREQ WIMU (ZAWA,C 3 ALL" - PC WA/vamoutEnom _.m. W&TV A. z &., DE. 1Z 0.1 - ====.1wm;ffi.4 " , 1 m - ; I EM. J. I -11 I I- -1 I 11 I I - INSTALLATION DETAILS FOR REgULAR PANEL INTO POURED CONQREJE OR CONCRETE BLOCK STRYOURES . ALTOMTE CONCRETE ANCHORS LOCATION CONCRETE ANCMFS_,_� r-(Sm SCHEULLI ON u0sma PMM cowFIFTE (SEE SCHEDULE ON EXISTING POURED COMORE I VEM 9 THROUom 10) ___ i OR CONCRETE BLOCK I __TC 9 THROWN 4 'k OR - 0 1 0 � NOREFE BLOCK 1 I TERNATIE LEG RIDILARED. I - - - - I F-F D, LOCATION CONCRETE ANCHORS EXISTING POURED \ (SEE SCHEDULE ON- ,..-.,. - "I'll", I SHEETS 9 THROW" I - r-1. W� j I r-4) MIA WASMA � @-,t � � _U0.1. it 4* F f" � I , " i t1e_wi,,* Im " w/ MIT I � -----I CONCRETE ANCHORS-1- a 12 ,/r D.C. I `�__ ___1I ! � (SEE SC14EDULE ON f yr i c EA� -------I . � ! 9 THROUGH 10)� r ED � I I 11 � I (�j I ; r �'11--_ I 0 1 -Q6-" � CID ; I 04- i v No— I EXISII i � I i 1 � PANEL LENGTH � � , � I (SEE SCHWULIE L ' I : I I � � � c 01 I I MITI, I ON SHEET .3 4- I I i ___(jj � I _ - v"Nall, I , i . ED I � I SOPARATION I _(D FOR S=p 'TO , k GLASS, * I" � W. vo i I I 9"Ets � -1 � -- �_ �- e'l-, - �� 3 )ON TO r Sm 9 & to 9 � I GLASS. I � SCHEDULE #' - I - .1 I ==, -L, M (SEE SCHEDULE ON I � I ON SHEET �5) I -1 - 1 lsl.��- "" # ;"a�. � ___ - SPACER _ --- I 0 , i __ __ AT. 9 *L7 M.. 'L �-,ii- � Z, - =m 0 - I " � � PANEL LENGTH __� - � O� 4- __ -.,- ___ 1 (SEE SCHEDULE �= --V�- !,z�f, =.-.:-,., PANEL LENGTH � I - 3 /I �2 t -w I ,�. I ON SHEET 3) 1 (SEE SCHEDULE C _� ___1__ i i masYSI&J, ,---f �� a` i ,_L__ _--I ON SHEET 3) I stal . 11 � � � GLANS I t I I I I =" i . _____________4,� ; . � � I ISEE SCHEDULE I t L_ ;�____46 � i sox � I I I 4 ON SHEET 3) ; OF IV I I 1 f--�jl OF 1' F � # ; I I � ___(�) 1 !: v MAX M�X_ � I I I I "I i i i � i � I 0 (j�y_ , 1 "4,--- __@ ! I . � � ! I I MR,, - 1 OIt L I I � -1-1 - _,", - __J It 01C. I � mix � 0 01 i . j I I I � F i I L_ '. i I i - 8 ,1111 i , I ; i .1 � I i ; � � - :=: i � i ____.1_.j_____j �, 11 14 I I - CONCRETE ANCHORS ,* CONCRETE ANNORS � --- � � "\"��*1-7��-,�-",\,-�,�'ll�\�l-\-�"I ms,. . --'- (SEE swcmuts: Ow-, (Sm SCHmu_ - ------A----"-t 11 , 0 S= _1=9: I I , w or WMA, 0 LAB THROUGH 1-0), , i�R SHEETS 9 TKIOU04 I' I I/R` LONG MO, ALUMINLM s �_ go REQUIRED . I T. co"tTION)EI , SPACERS 0 4 1/4' O.C. VAUD FOR � PANEL 13 grNG POURED CONCRETE 9 ALL DESIGN LOADS AND � - O EXISTING POURED RETE _� � LENGTHS PER SHEET _& A � � !1111 � - CONIC STE ANCRORg- REOU1900, Oft CONCRETE I. (SES SCHEDULE ON MW LDNO ALUMINUM SPACM 0 L_E_D�__ I RCOUIRED. 12 T/2- D.C. (SEE TABU #1 014 * 10) SHEETS 9 THROUGH SHEETS 9 It 10.) I - OR MQUNUNG UILD TING WALL MQUNTING IRW SE91ION 5 MM W4EAPERS (M Q8 :Lm%,� Ill . I . SCALE 3/6 r SCALE 3/8- I' 1 004001111"', A. Tkift. ;N ,it'- , ,�Ij� Al, 1�1_ .,. 11 -. I,/ V% :, �v .' \�GENSe* .59 FLORIDA BUILDING CODE (Man High Vol"Hy HU Icon* zons)l .. f-- *' I: �, o. 44167 % 1 W= TILum 0C 24 GAGE GALVANIZED SM STORM PANEL F.P. z . . - VARION &,I z k - *,. * .*1 = ______ 07,117/2111"I I I^ ' E.D. - EDGE DISTANCE !C-0-- STATE 0 I GLOBAL PROTECTION PRODUCTS, LLC. wm (SEE SCHEDULE ON ,"_`,e1;=-- fTLrEC0,...\ TOP & BOTTOM MOUNTINCS CAN BE I -0, " ' 7 �- � �___ 9 a 10) �� 1A5IZ 4WO S. 5 STREET - COMBINED IN ANY WAY TO SUrr ANY , . yete_754IL IAX, 4 SHEETS ,yi.,,w TMUT TICTlM * 10000400643 ,C:rANY 0001E rL 3mt 20-175 , , mcw_- DNN INSTALLATION. I� / - - N`�__*Am_= _! � teH)NA_SnC DPA"4 4. C.-OM710 _., - ,-I-.i - I- - , i - _.i �� , . j I 1�� *=I. III t, It . I i I I . 1 - stim a W'. I I __ INSTALLAIJON DETAILS I I 11 MR SERIES 2090 & I 009 E-2 HANG ST9RM EANEL I - INTO EXIKINQ W09D STRUCTURES -7 !_-�, 1/4 SCREWS a e- D.C. W/ - 1� . - -7 . I - - I I/4 W SCREWS 0 6, Ox, W/ 1__� - , I I I Ml- TARCAVED PEN17TRATION �, , / 7 , � i -it WOOD HEADER� N i ,�, � , , , , � - - =3 2�.4' *OOC ROM I/ 4 -C W/ 4t�_L1.,S=I5p,cOwr" I ,�o MV, THREADED PENE ;� - � Ousuma *am W.Am� I � � , " FLAT OR . I - - - -m , I / 11 0 #14W S,M,& � N , ,� - � - I - M OlShNd WOW WARP. I 11 b , " i ) (9) C.� #14.,- S�tA , 0 I a END or , \ \ " - 11 * CA ON) c . - , � I / � . H , , v 4 I, � � I , � ,*_� +. m,B, -r 0.t 7 0 2 Wm 4.2- i� 4 Fm - 1 F41 i1B I'l 5 . X i / r .1 J1 / I . 7/4--2tw/4. Tauss f \ \ �C � 44�� LAC SCREWS 0 51 O& At TRADON In. f1w, SALS� " #I 0 Ot, END C, 0 � i \, /I, F (am EVAT, ,/24 & I �, -- --- MAD 0. w/ ?M.z/u . I WING AN � - - - - MATTING WOUD tRADEFI. I y I t - IA - ' I - - or EVERY pyFj & i � - DEC OCTAL Im a 11 " - t __ ,�6r,.A, POP PACT 4 0 C."t, 114tl- sjks� I I i t! , ��, _SELIA -I-, __Mft I I pmem � � (TY01) 0 m END or to ; *W�v H = ;= - 1. SEE DETAT, J)�A4 * ,I I 'L _n!_1!_w_11?!)_ __ - I I .000, WEIDER REWIRED 11 I .* I ' - 2 =4:% I 4-0-WNW1/4- ,*,-11�3/4* ,,, , . 5 I I I I - 2=,�Z_ ! ; TO CLAM 7 A A A A A 0 I ig., - TO CLAM ..v-.w,w1z/,t, I Na . . 5 a 12* oc EVENT OVERLAP --, I 9 2 1,w W. i 9 I EVERY OVERILAP " L" �5 4 i � - -] I 2 V/16- W., / 4(4*0-2n,3/4" - , 1 7�� FAFN / a w � SEPARATION- TO GLAS& � 1 �(4 1 ... v a SCREW � I _L -1- 4 a I - - - - . - SDAW0TIOR - - - MA; , "M " 7/8 - I W"'3M I i V i 10 MASS, , I I V'sw OVERLAP I / � EMERY A, �_ I , � � . , , ! i � 4 - - -] - I 0 I _L - ---A-- � ;_ � I I , I �, I I IN 5 V ti I ; I I i A ; � P, 11 I , � I I J -,><�s 11 �, � I � - I i I - If 4 I - 9 0 i � I I it 011-7i - I , 4 E: F --_��.,� I I 4 �� 4 �", , j I , .L g 0 0 4 III T I -1 2 ,_ , . , I , No -1--i 2%x V-1 \ i -1 U - 1 -1 I ; I . 111� -1 � - 16 t p Y, , _ � ., h I I - 111 -, - �� ii", I il I '111.1M`z2r1 it it W. i I_ , _J��_L_L] 8 W_ mA;:;4w E IA BELOW) '\`1 I W MAL DwADED 0 12 1/2' ac, _3�_ ._J a , __ - I -1 y ,419-2W/.- LIS, Z 71Q'0. 32' WINR � �, 1 1/4-f LAG SCRENS 0 V O,C. A � a ITIREADOC -Oft-mw R 0 I 11 PLANE AT SEREM 2ORD OF I 1_N11 11UQH" 11 I .-, - MRON, ON MIN& / 1 f3 / . / gAl- 4 =#_N: - - � It,,y I � ,� - - - 11 t t;�" -t-5, W, , I \ 1, US= , I . a t1tv"D.11-mll .I POWITNIM 0 1 0 I, PANEUNLIM PLUS �( ft MOUNTING � - I 14" ( W 1A eadAt I / . 11 �% 00141 MIS. W/ 7/01.3/wl 6 = , W O& \ � t.m. SEA INUALL&UM " -1 14-0 LAG S-CRfm 0 6' IT \ � t 11 I I I .... fAlo , 6"DwI(ON w"'(W, T WOOD TE REWROO, , I I \ I -1 .- � 1 1/2- in, THREQ=m P-tstm I zo, I I I V4 n= III 11:wwri, FLAT OR ON EWE ALUR ;--w " , , SCALE ml/4*�l � \ , " � " � , , m 0 OF PLATE - NIP, rw WOW . PLA`F WWRFD PLAT - I , � I , , _ I a I ALmamm IN WALf 1/.-�r mm I I k, 11 , I 1 " � '', It �, " \ I . V� ^ ..-.-..- -1- - -, � 11 Bul I-,---- UNTINg INUIAEM919=1 N I. INSTALLATION$ AM ONLY VAM FOR SULDiNDS NON &Rp� t�IPGN LOAM UP TO .41iA -1&3 "I AND RARWS UUMA UP F0 S-10. , I SF; DOODUNSIM A. TQ 1� ALI%",A SCALE 1/A-- 2- FDA NEW m FRAME CONSTRUCTIOk WOW MEMBERS TO BE SOUTMN PINE Na� / SMOIC DENSITY OF 0M OR t%xv- � I X�tr�j SL I I ,� �� -� _;._ SCALE 1/4'- I' I� �,, I ,:'�'_*�-`�\,�EN *-� I I � Z_ -, � . *1 -"-- -_ FLORIDA BUILDING CODE imigh y4flitamy " carla zone) I U1, OF 11 �'r "O"6 I "I'M . i :* No. 4 167 ��_ I � x I*= 0"20 Tknt% m FP 2 OA G&VA?RZED STEEL STORM PANEL MKWY wt � "I 50� tj _,&A 6400'1 TOP., In:_1 wwwal"' . OF( . 1, . ., 0 - /T L7E c o... \ GLOBAL PROTECTION PROOUCTS. LLC. "T)""m 0�1 Cam 8211-cm w9m OF AUERMIDM, HMLB I`- �,' A�E=,* Im w co m .m &* IS SIREET If - 3,3,- Ow_n ". '. 20-176 TOP & BOTTOM mwmm CAN or Comi" IN ANY Amwmoli_k_m� I I AM L - , """ � PI%Ltzf�fivAv fm)NI PAL, OnHWE-0,17 WAY 10 SW ANY INSTALLATION. smtt,� ip h, c&4*wI# -4r.- PRIAM ft", - ,-, - - . 11 .. I - NOTE � SHUTTER TRAM mr S.WN Fd � RAL'IeNATUAK'CHE wkm A. Ittiff J", Fx tkl p +"s? __ - :T 1 - PEA I - I I I SKM li__C_f� . I 11 - ..z..j - NOUN MAXIMUM PANEL LENGTH 1L+* OR *L-" (ft) a MAXIMUM A.S.D� DESIGN PRESSURE PAYING (PI-0 (+ ., -) CONCRETE A, WOW WAILLAMNS t --L+--T _L_ 2`20 2.11LO __12L-O* _ 11-1. _22�-O' W-*' - 300 - W-4, - lw-g-I =0 w-tr 10'-W I 400 tow 91-41 45.0 9�6* a, 4* 5aa i-1- W_,� 554 _�=_&* . Sao __!�__,__ s'-'r 71-7, �.v &'-a, ,1. ____ 70.0 _T_s__;__ _J__a_ - 7.5,0 7'-S' d'-IO' MO );7-2- - S--_r I 7'-q- 61-51 _____n± 9110 - 1 - 2* 95.0 _!:-a* $*-S, __!� jr,-0* ,- famo 6'-,t^ I 1010 61-1* -I -A- zF-1. lima - - --= I--,. --F--,7- _22-11-0 = ;, �LIFIIIITIF� - * it 1.;I�i.,(-IWL-Ill'ill-]F.IM,f.l-1,MIRI MAXIMUM PANEL I Mo Ig "L+" OR 'L-" (0) 0 1� �, MAIGULM A,54t. Ocl;M PRESSURE RATING (P-0 0 .1 -) CONCRETE & WOW WALIATIONS t L+ I - ''I I - !30, ___��O .1510 __L�L4' , 111-la" I ,'. ?1�9- __F__ 10-7- ____�ag 13510 IO'-Ia* #�_,. __ Wo- -7--4r -W-2. a ,9,-T, 0,__ ---ia7v-- - __8'-7- _W_ -2- 55.0 W-J, 7'-S- Sao- - ,,-,. r-,. ,-,. 0 --;:,- _3� r-2* 1 --no 740 _,7�8- ,�_-S -7--w-1 7AO - r-2- It'-d- 41ad 71-1. d*11 --- A!5 0 - Z-0, - 6,-J, go.0 i o'-s' 05.0 I St* -I, __i:__r_ 51-10, --- MO 6,-J, 61--r tmo a'-J* 5�4' trao " - I $,-;I ITSO - *,-to' 1119.6 - ,0-81 MINIMUM SEPOATIOK TO CLASS SCHEDULE WMIMUM PANEL LENGTH --- WHO SPEED 4 170 ..P,h WIND SPEED 5 170 -Ph (in) UNRESTRAINED - - I ;9;ikiMLO NED 30 OR LESS I. I. ,� � 1 61/4- >,13 To go I. I. 7 1/2- 7 1/2� >90 TO 145 I. _____F __ I 7 1/2- 7 1/2- � ,--.,--I. - MINIMUM I __ I M01 MITUTMIM 11 :�::� DIRECT "IDN" 1. HEADER I 1. HEADER T.5"X1,5" STUD ANOLX *r TWK - 'F* TA401, �r TTAC, MIGLE ,,t!= a= 40' 32 11. 3v SO, 04 1 I.S-Xl,V STUD *NME Sit � __ '. 32- _�� 42, 1. w 3 j'r IRAIx __��' - - w 1. .I2 32' - 4e 67- - W W I q� A*,L, I E Sr �50'32' '. 1. !?:-- --!V-' 1116" HTT, IR"C' ME [ - I S2' I _V" ,_ . W _j .. Be._.. = M * - ___ ____ __ ____ - *2/4 +1/4, 314, 4/5, 5/5 & 6/5 I 11100`/$� 2W/6, 3W/7 & 4W/7 ,: WX _ __ ANCHORS (Sm SCHEDULE ON r LON, _j - SHEETS0110*11) __________________ -------- =I. � =1 0 � .1, -------- 1� ,_ 6 , a 6 � , - A- - --- __ __ --i-r "r-i--i-r--r-T----r- 17=1 - I_ __1 -1 - -1 - 1-1 1� , I r-T7' / I-- jv '[+-;, -L 9/ 2/40-20XI, / qp 6 EA, OVERLAP ; APPLicAms) I - U I I I ,r-.- '�� li� 1 - 4'-- _jl �r_ �0� __Ar21i_L:j�__Tj tr*-/ Aal��. --- MAX -7-7- L--.--_ 3' MA MINI'� Ljj,2v4 1/4, 3/4, 415, 5/5 & 6/5 I* M* I 1*1W/6, 2W/6, 3W/7 & 4W/7 i - __ _ANCM0M (SEE SCHEDULE ON SUCEPS a. 10 AIIIt--------' REQUAR MRM RAM �) 9LEMON 1/4t' Me' CAP 2160'r NITA, -7- ow Om!�-�T WHIZ w4m I � ___ .- Q-14=11me"W010 (2) I T NISMALLATIONE INTO WOOD ME LIMITED M � PS,,44, MAX A.S0, DESIGN PRESSURE RATING I 44167 % I 02020 TOEM m 1 24 GAGE GALVANIZED STEEL STORM PANEL I " DRIA" I * , --------- 07/0/11 7 Ec, � 1 " / T M. --.-.--,.-,. \ .1 GLOBAL, PROTECTION PRODUCTS, LLCII I Im-m -Ap-AC, _ r,_,�%;�_-�� -1 ,0, D,�MZ_',a -,"CN.W._., 1 20-175 1 _ ORNING ft _ - 1: I - INSTAUAIION DETAILS EQR REGULAR PA INTO WOOD ST-BUCIPRES, - __ 1. -0- --------I P, , �r - __ IF �, , N T � v F-TT , - ,T,7A-T-r 1, SEPARATION � I Um �� i � __ ij�_ . I I � __� I r __ TO GLASS, -1 L __ - 1�� , , MOD ANCHORS _�_ -L �_ / "I 1. L " " , I (SEE SCHEDULE ,/.'w-R,,,I' i -r , / SAM 11) / I 11__(j) 414'� f&OSK sa Bass ,�� . / (SEE SCHEDULE ON , Ill I I I'll � � ,1_7�,� 1 , " I ON SAW 3) 1 Im � " I �_,_ �� 1 � ' I L I I , Aw. - - 1 a I/. mr, / �'11 __ - l � -11" - I I t I F '11 �_ --- - I I � ,,, � � - , t 1�1 ,, / I 11 m=,* I 11 , I 4 j '� . L � ` /A , �,A I ______ _` 1 I I . 11 -- ' , , � , I , w �B ANCHORS I i I 71 PANEL UNGTH il -/ T =I` 1. � � �` WOOD -- U1 � 1 WE SCHEDULE :COW e62Ea f - � i OUI;j . I " L , , EE SCHEDULE ON ; � � � ,� ON SAW I FOR 1, '. , I I _ � I I ��", X ,Is = , 2 /4� SHEET I 1) :� �T 1 $4, ZIFAIZ. "It MAIL , , lutamr a I I I /118 X -r- - - I A 2nF "v � ;1 � I or 1, � _(j) I --=- � �', -1 MAX .! ,I , � I - ,� _-, i I " � � " , I , . .11---l-11-1 WOOD I4EAOE,S,, __4 , � � ,F �, _,� � � I I REQUIRED � � � I I t R ------- , 'R'i I � � � wffi. � � � \ ,�TL , - I i i � t I i IV I i -T ED IF- '---7,--- L6 "11_� � I '111, , I , , '� _A__j I "[� �.,�,, $ I : ", _ 11 �_� i I I - i . _�,� I , 11 � L . � -,@I* MAX. LONG ALUMINUM SPACEINS 0 12 1/2" r. - - i I .1 i � i , i 1, , O,C. (SEE TABLE 01 ON SHM7 11� U;J1 35i� I I ; I in, I i I I i I t 4 , SEE NOTE - BELOW FOR LIMITATIONS FOR I __�D I I . � i i k, 11, *L �h MAX !I ;�& % 'i � ` I 1 �2' I ONG SLEIVES� SEPAPATION 4 ! ! v MAX , hI I PANEL LENGW , I � ."r? =LE - I PANEL LENGTH I " 'i � 1 � � I I O;EE SCHECLEE (SEE SCMEOULF � � 11- \ MATF FEMALE ID ON PANEL WDE - -PANEL I ON SHEET ,I) I I � --l-A ON sHw 3) � � i I I I I I =:=v__-, I ON SHEET 3) --- PLUS (SEE SCHEDULE ON StIM 11) , � � � xi . � I I t�-_,At-_t_,_ � +-, '�.'-*��. ! -1 I-- ,I,-,-- i i J� I U___4_1/�4 r ffe, I � ---- I , "-'UN i i - � � I `,_ =%zal-1-1) � I 2*0' WOOD -----$ ' - I i __4 TO WS& I ! =Nli 11-4- ------------I � zns- - it I i PLAE REOURED ! rT SKw 7 t PIREM MQUNT W1 SEAM I � � i t � ; IT * i I 2W' - --r- t I I I LIERNUM t i I --- � � i 1�_ i SCALE 3/8�1' 7 , I SEE ON SHEET 11 FOR MAX. PANEL LENGTHS & 11 cl ) � I I 11 M, I I Sol I L_ , , A 0 12 1/2 O.C1 MIA 0#�Afl � 11 DESIGN LOADS FOR THIS INSTALLATION. I i ED - , I : OF -L- , \ 41 ! I � I ,1�@ Mo. I I - , " w I � --- - 11 � � ,08� ::;; I ! - h5�_� 797-�7377 N " 12 I . ------- ______j 1 /2 " z i It- - _,� t T', 17- I xv� � � � , H -1 , ---� �- - I EO 11 - - N - � I I I i % & i� " % -- i � t i 1 I, �q ��, ,-, _ WOOD ANCHORS. ** Sm - I � - I I :-_�_ - _ , - " STUD I �_ ��_ I , I --- 1--i � 1 1 1 1, �j 'I � (Sm SCHEDULE ON SPACER SA "T at I t1r Um m I I- , _�_ I , - - -F - 1 �'r, 1 i � , , � I I Sm", 11) I ", , , , , (1) "A"Ana" IS UNSCO 70 "CAS SAN" 5'_G* r.41 4=0 I I , I I 1� 1,� �! I - AKNOM, 1--, H I wX WAN ROW =THI "Is Alon � � � / I I � \ 11, -�,` PLATE REOUIKE-D I-`- I �I ; If I INALOW NOW 1 1� i j ; � 1 � I* INN. SEPARATION TO OLASS 01MU!T i -41 4' WOOD 11 I ,I ,,, 1 1 STUD I f, LATE REWIRED M ANCHORS O'DC at t(_� 1/�f LL � � 11 fl- . jT_L_ PAMS, wr;uw.xTt%Sk."Me /4 affj:��KMM "14 1 t, 1, ON _L , -1 � � , I v - A ROSTINCIM FROM 12 t/2' &C, SPAW4 ALLOMW ON , =8 I I ti'l I _: 1 i i ,)� I , 1 m =.!a 60 �v mum i � ,-I P101 (3) WX 24 ONES AMU UNM IS LIMITED 70 W AN ANY OPENING �LL,, m9m"T MO IS A RESTRICAOR AM LARGIM PANEL USSIBB, ALLONO) 09 vr- I (2) NAVIAN STORA PANEL UPON IS stituamr, ow 11), umm 7v uz 101890 NAU-MQUHM (3) mAs%xm,,w,Kw,w,w,Y (#) I I/r LONG BROKER q��O� OA DOLL K AS INIVOINED ON L� SCALE 'A',. I SPECT 2. WOML14M OF, I v" MR wo ZONES 2 ;a IT 10MCM VA 01 My ALTERNAM A 4w 2m ,17"N MEW" w AM t-f"s 'Aw '" AM, Moo ar,me nnAmA SCALE z/aml, (4) tooRLVM vmo BUILD" 0002 I = 2 ,:V� 80K= 11"' . , " I ort"114,414 L---------] � /�* �,�..rR� s � , � , , *p ,� ��\ NOTE& * "I � v � FLORIDA BUILDING CODE LNon High Woolly Hu can* zons) L!011Nsi,._:!? i. if . � - -- � IN : 1. INSTALLATION ARE: ONLY VAUD FOR MAX. A,S.O. I .* NO. 44167 ` "m xlwc�l 0c, 24 DADE GALVANIZED STEEL STORM PANEL F.p yLigum I - DES10m PRESSURE RATINO, (p.s.f) AND PANEL LENGTHS - . , I Owl" IN, * s � * �*E . TOP & BOTTOM M UNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . 0 _=_j�____ COMBINED IN ANY WAY TO SLITT ANY ALTERNATE 2W') GLOBAL PROTECTION PRODUCTS. I.I.C. I � 11LIECOomc. OWL I INSTALLATION. ;;�. 04� "OR11D ISLUT MKIC S... 11 STREET � _. . - SAME A, 2. FOR NEW WOOD FRAME CONSTRUCTIONz WOOD .. ...... ,�-�Z. ,F':3,(Ee4)mvw 20-175 '�141, VFR� 1 - -,Az 11. ""-700. MEMBERS -to BE SOUTHERN PINE No 2. W1 SPECIFIC 1 - - DW~ ft A DENISITY OF 0,55 OR EQUAL . I i OK-00067m; -.4 00010" i - I - . I III= Taw �� , � 1 VIA -1. BiAlm . �& 9 k I I I =-!.-W j1$ 1 1 9WE8&__N= (C) IP!11�11;��Ai�_ �..M WMENT (P,CO�) HAS KEN VERIPEO FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY IJ.W. SUILDEX, INC WITH TiE 2020 (7th EDITION) OF THE FLORIDA BUILDING COM THIS STORM PANEL S41ILL NOT BE INSTALLED AT MON - 1114-10 PArATE;MEMILE 0 AND PANELMATE PLUS AMCNOM AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS, . VELOCITY HURIOCAME ZONES (LIMM-ONDE / B"Am cowm), � I /, e LAG Pan 4.al DEVON WIND LOADS SHA1.1 BE WIEPUMED AS PER SECTION 1609 OF THE ASM MENTIONED =I- FOR A BASIC WIND - 7/lett . 5/8' WCOO BUSHM, AS DIDIRtSILTED BY ALL POINT SCAM BOLT & SPECIALTY CcL SPEED AS MECI BY THE JUNISOW" WHERE STORM PANEL WILL BE INSTALLED, AM FOR A DIROCITORA(M FACTOR KDO,SS, USING ASCE 7-16 AND SHALL NO EXCEED THE MAJUMUM WLO-) DMIGN PRESSURE RATINGS INDICATED ON SAEM CA) MEMMUM THREADED PENETRATION MO WOOD OF TAPCON ANCHORS SVALL BE I i/2- AND 2- FOR E,,C0 PANEUINTE PLUS 3. 0 TMw 12 & 17, le. AND FAKLU44 FEMALE XIL IN ORDER TO VERIFY INS ABOVE CONDITION, ULTIMATE DES" WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED I'D AS-O' DESIGN PRESSURE TURING BY WATIPLYING THEM BY ILO IN DRUM TO COMPARE THESE W/ MAX, (A,SO,) Cl) MINIMUM TI-IREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME VAR 94ALL BE 1 1/2-, 90 THREAM DESIGN PIRMILRE RATINGS INDICATED ON SHEETS 4A, 9 THAD 12 & 17. IiL PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENSTFIATION IN ORMIR TO VIDDPY THAI ANCHORS ON THIS P,EO AS TESTED %1,ERE NOT OWN STRESSED, A 33% INCREASE IN ALLOINAKE STRM 5OR WIND LOADIS WAS = USED IN THEIR ANAILYM FASTENERS SPACING M WOW RAS BEEN DETERMINED IN C�3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD 94ALL BE AS INDICATED IN THIS MINING ACCORDANCE BOTH malsw 2010, STORM PANIL'S ADEMACY FOR IMPACT AND WINO, RESISTANCE, HAS BEEN VEJ3010a IN ACCORDANCE WITH SECTION I&M.1.2 OF CA) MINIMUM PENETRATION OF WOW BUSHING S-ALLI BE B/S'� 1/4- 0-20 SORE" USED SHALL BE 1 11V LOW MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST L40 Or SOUTH FLORIDA REPORTS JOB14.01-01 AND #0219,02-10%. AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR W41S WFH NO STUIDOCL PER SSTO 112-09 A, AM E 330-02 STANDARM AND AMERICAN TESTING LNE S00714 FLORIDA REPORT #1123M-10 AS PER TAS-ZOI AND TAS-203 MT0001% AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING FLORIDA EIUWNG COOE� WALL. ANCHORS SHALL BE LONG 04OWN TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAU BE AS MENTIONED IN C1), C.2 & C,4) 2, ALL ALVIANOM EXTRICSONS TO BE $USS-TS ALLOY AND TEMPER, (UNLESS CTME"SE NOTED). SEE SHEET 2 (0) ANCHORS SiVIL BE INSTALLED FOLLOWING ALL OF THE RECOMIJENTAMONS AND $PECPICAPONSS OF THC ^4HOWS MANUFACIUM, 1 AUL ALUMINUM SMEET METAL USED AT CU)SURFS WALL HAW 3105-tilk ALLOY, 8, PANELS MkY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETALS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL I' nM SHEET METAL PANELS SHALL HAW STIOUCTURAL QUALRY STEEL. AMU A-553 CRAM so MINIMUM, G-50 CALVANIZED THROWN 5) EXCEPT THAT HEADERSO & 0 SKALL NOT BE USED. SDEEL DESIGNATION W/FY- 922 W 4AFFIER PULLED). 9, IT SPALL BE 714E RESPONSIBILITY OF W CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUC7URE WHERE SHUTTER 15 TO US 5. ALL SCREWS TO BE STAINLESS STEEL ,304, OR 316 ATSl SERIES OR CORROSION RMSIANT COATM CARBON STEEL AS PER DIN ATWHED TO INSURE PROPER ANCHORAGE TAS SHUTTER SHALL ONLY BE ATrACHO TO CONCRETE, CLOCK OR WOW FRAME BUILDINGS. SUDIS W/ 50 W M�O STRIENGTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2�M3.14, 10, FAC14 REGULAR STOW PANFL WITH LENGTHS OVER W, AS PER SECTIONS 1, 2, 1, 5, 6 AND AITERNATKS IW. 3W & 4W ON SHEETS 4� 5, 6 & 7 RESPECTIVELY; 94ALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER OR 1-04ANT TO 6- BOLTS TO BE ASTM A-W7 MYAMZED STEEL OR AM 304 MICS STAINLESS liVir- W1114 ,16 kiJ MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURANC-AM! WARNING. 7, ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALAX ALL SHUTTER COMPONENT EWES WHICH ADAM IN CONTINUOUS CONTACT wrrH THE RUDLOEIL; I'D PREVENT WENU/mR INITIUSIM. (A) jQ_U,jXN2_eDUEM_C*0,ETE� - 1/4-0 TAKON ANCHORS AS MANUFACTURED BY I.T.W. SUILOM INC� (A6.4 1'.-3192 P.J.) 12. STOW PAWL INSIMIATION SHALL COMPLY MIN SPECS INDICATED IN THIS DRAWS4 PLIM ANY WILDING AND ZONING REGULATION% - 1/4- 0 X 7/E` CAX-IN ANCKOM AS MANUFACTURED BY OEWALT M, PNWOW BY THE ,AMSCICrION WHERE PERMIT IS APPLIED TO, - 1/4'. * �/4' SOIJU-!R�T ANCHORS, AS DMIRRUTED BY ALL POINT SCAM SMT A, SPECIALTY M IS, I.) THIS PRODUCT MUNITON DOCUMENT (P,E,D,) PREPARED BY THIS ENGINEER IS OENMIC AND DOES NOT PROVIDE INFORMATION (min. r.-3= P.0.) MR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.15�0. - #14-10 FANEUNIAM FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CmSTAUCRON PRODUCTS. - il,VO ZAIAAC ML04 ANCHORS, AS MANUFACTURED BY DOYALT, MC, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LWE SAFETY OF THIS PRODUCT BASED ON THIS PEU. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITION$ DETAILED ON THIS DOCUMENT. A,l) "BAIM EMSEDMENT OF TAPCCN ANCHORS INTO POURED CONCRETE SHALL BE, 1 3/4'; 2* FOR EUDO PAWLMATE AND CONSTRUCTION SAFE'ry AT SITE IS THE COWRACTOWS RESPONSIBILITY. 1 3/4- FOR ZANAC NAAN ANC"M, (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED, WVAUO IF MODIFIED. &2) CALX-TH & SOUD-SET ANCHORS SHALL BE EMBEDDED 71W INTO THE POUPW CONCRElf- NO EMOMMONT INTO VUCCO 5PAL BE PERIOTTED. T/4' 0-20 SCREWS USED SAALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO lbqsT, (d) Sn SPECIFIC PROJECTS SHALL BE PREPARED BY A FIOROA REGISTERED ENVNEER OR ARCHITECT WHICH WILL BECOME THE MO " MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL lmnADEO SCREWS WIG HEAD, EMPNEER OF RECORD (E4�k) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE FOR THE OUT WIN WPIO Num PROPER USE Of THE P,E4, ENGINEER OF RECOM ACTINIC AS A DELEGIUED 010IMEER TO THE REC1. ENWINEIR, SHALL SUBMIT TO THIS LATTER TM� SITE SPECIFIC DRAWINGS FOR REAFW, A.3) IN CASE THAT PRECAST SIONE� PRECAST CONCRETE PANELS. PAIMRS, STUCCO OR WOOD BOARDS BE FOUND ON TME EXTSTING WALL DR, FLOOR, ANCHORS SHALL BE LOW, ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANCLS. (4) THIS PLO, SHALL OEM THE DATE AND OAIDINAI� SM AND $MATURE OF THE PROFESSIONAL ANWORAGE SHALL BE AS MENTIONED IN M) MO W A.2), ENGINEER OF W-CORD THAI PREPARED IM (S) m_QqsuNa,QQw.Rcm_mm_WmL1�.;0 14. S"UTTER MMUFACTURER'S LABEL SHALL Or LOCATED ON A READILY VISIBLE LOCATION AT STORM $/4- 0 TAPOGN ANCHORS AS MANUFACTURED MY L 1. W� SUILM, Nt PANEL SWATER IN ADCOROAACC INUK SECTION 1709.9.2 OF FLORIDA BUILDING CODIE. ONE LABEL SHALL BE PLACED FOR E34ORY OPENING. LAUDING M COMPLY BIP4 SECTION I-MAZ OF THE - 1/�" 0 . 7/41' CALK-W ANCHOM AS MANUFACTURIDD BY OFWALT, MO, FLORIDA BUILDING tOM. - 1/4-10 X 3/4- SOtjD-MT ANCHORS, AS DISTRIBUTED BY ALL POW !ECREW, SOLT ,k SPECIALTY CO. - #14-10 PAREIMM FEMALE 0 AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONsTAM-IM Pv,vg0dS!IjAfts, , , , , - - I/*' 0 ZAMAC N" MORONS, AS MANUFACTURED BY PEKALT. INC, - ,A', �O A - r1ij 2;F IV 1. `%,� ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCD PAHELMATES AND ZANACC NAIUN ANCHOR, INTO THE OW-w-GE, 11% FLORIDA BUILDING CODE (Mon High Vo4ocity Hu Icane Zone) CLOCK UNIT SHALL ME 1 1/4-e � .. I .1 0 " .2m m1apil w_ 24 GAGE GALVANIZED STEEL STORM RANEL 'A. 1, , , S2) CALK -IN AT $"-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE - . z VIA" 4", ______ STUCC SHALL BE PERWItTE4, 1/4' 0-20 SCRIEWS USED SiOLL BE I IIV LONG M=,;.,N;H.LCEJ&r;MsT-'*' 7/V/nw 1�. �4� ' -o. AND I� MINIMUM FOR WALLS WITH NO STUCCO t I, STATE F ___ - /7i-LrE c - \ GLOW PROTECTION PRODUCTS, LLC. , t. 4500 3N, 51 INIM * 1ORI 09AL n. 11"14 ELI) IN CASE �Tftki PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUN " ., .XI&VII.. x==_mm EXISTNO WALL, ANCHORS SHALL BE LONG ENOUGH TO WACH THE MAX STRUCTURE SFHW I . - DISH)OW-7,50, K� ("#)&A�w 20-175 d ft�,� , - :1 - ANCHORAGE SHALL BE AS MF�WflO?1IEO IN 111) AND IN 92), k`L5��i,;�..,. . a.wN %Nd;;,iT+tv,- p,C, wAjqcm-TUNvwE CA-0wIlp Me= .1 - �1 � 1-1 , !=&01 t'llpiz , ! I ..w I w IS . I 11 I INSIALIALION QEIAIU EQR MUM EANEL nj INN FORED PONCRETE QR CO slaucimm __ZSTTMG POURED CONCRETE 0 POURED CONCRETE I CONCRETE SLOCK 11 CONCRETE BLOCK 'a, MOULDED, KOUIRED, I -- (SEE SCHEDULE ow--,,, (SEE $CHO EXISTING POURED VMS 9 THROWN 'a) 02 9 IS) CONCRETE OR -4) I , , I COMORE - �_ ! TE BL09K F_ . I � I__ 4) Q6.-.,L'- - 1/2- , i 1/4 I 1. �, 9*1/4-04 � - " I I I, I - � --i ---------- I _,.-__--______.1 CONCRETE ANCHORS - --I i i (sa SCHEDULE Ck �� I- - � SHEETS; 9 THROUGH ) g � ! � I I � ; ! I i I ; , 11 i I I . . . . . . __ I I � � I i I 1 4 � � I i Efl-lIllf,�'l'l�l�ll,ili' 1 . �0 !(a) � 1 --,�) �s i ', � I t ; i I 0 1 i 1 ! , __ __ 1 �/,I;,-2w* , � � - 11, 2%1* - - $A � .�L - r ,Ea SII I ! I SEPARATION , mlvo - SVIW71ON I . C=i, -'_ I ' I I TO GLASS� -1-11 M 1�� 1� � __ - - M. -:11 i , 1 ,a. -:',�,,I � (SEE SOHEAULE , - :1. i I -"-,-,- V Mo., (SI , , -- ---- - --- - I �_ � ON SAM 3) i -.1 __ - __ I t c t�� I -1 PANCL LENGTH ON SHEET 3) I I ION i 'L* It SEPARA7 � (M SCHEDULE I 'V mt. 1166 M., � ON SHEET 3) 0 1 t PANEL LENGTH PANEL LENGTH I I 49= - I CONCRETE ANCHORS I - -- --- � --------- 8N_ --- 1 - � I (SEE SCHEDULE -T--' -- 1-1 - -.-.-- -.-- - - I � 11 = -- ��l I (SEE SCHEDULE I ON ET 3) I on SHEET 3) I ON SHEIET 3) LE i - __Lj " I � I ----I- --- -1 - I SHEETS R THROUGH ! __01 i I 0 4 I %x MS71 ! � - � � --<D , "v I i or CLASS III � `MX_ ; i 50% =--.. i a I . I Of %: I I @_1 I 1 -, , ,_ V42ft �� - , 'Lo SOL, � i I : , " e I 1�1 w 0 a Ipr CA ; � I Mo"", � i � 1 � I I � � � ism mm. I � � 1 1 t I I EA. �� i I EG. , I i � � I -g- i t- I I I 1 ED, I '�. i I , . I � � I i -- ____1____t___ --i L i ,:Ft @ 1 i : NOR,, - L_ - ; � � I I--. --I I!& � �._ wwl* MINER- I i . � .. It 12 I/Z'11Qj (AS APKICABLE)l � � I I -.I- m ; .. 00NOwr ISLOU CONCRETE A,VCH0RS___, L_ -1 � 1 � i - %%= vm.�Im L, I i � (SEE S014EDLILE ON , I ____� �� @_ __,jC,____Ed_ y4 20.1. " wi, W/ W41 REQUIRED. ------.---I - ------ j I - I' tod. 1 - . - _ - SHEETS 9 THROUGH 10) ONLY WHEN Ei _ DIE -Mr YA M j On ARE ti:;!�g-g-WHEN - , TING POURED CONCRETE L(�) --OR CONCRETE BLOCK ALTERNATE CONI . ANCHORS POURED CONCRETE CoNtDRETE ANCm ARE I REQUIRM CONCRETE BLOCK RPOLIROU, STAGOSM W/ :717� tsm SCHEDULE ON (SEE SoNtOULA ON SHEETS 9 THROW" 10) vxm D THROUGH io) BUILD OUT Kuma MAM02 WALL MMMOEU MONI L, 3 I' ScAz 3/8-1- SCALE 3/9-1- O'DINIONIIIii till� NO , j� k IkZ I—— NN .".-I, 'Ait,0,,z,; _ , ,, . ., . - . . - FLORIDA BUILDING CODE (Non N!2h Velocity Hu one zone)l I.* � 1. - I ,�, i1* I � It.um M, 24 GAGE GALVANIZED STEEL STORM PANEL 1 .44167 '- E OPANN VY1. � � . I solumRswammo-z-am3m I .. ** * ,*E 67/21/11m ED. - EDGE DISTANCE %-,3�% STATE O#-Cr-e _ � � , *_ GLOBAL PROTECTION PRODUCTS, LLC. mr, (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE � 0� A 1% , !!�- �s� 44101 S�A, 61 SrREET s", ,� tom ANAE. `L. =14 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,. :," I .r-.-1 ,HOW. 0N4)v%T5.51 rim. (�)�MT 20-175 INSTALLATION. - / - _. , F. . . .; __ dv-cowmi J I ,w , i 1 - SAW * or NI IE��_ =M n4- I I I I 11 I - - 'I I V-) \ "k, / j,FtTJAL REV.EW ASSIST . � . � _6� 0) (1) _c_- U) -a -cu > 0 (j) c- 0 _i._, =3 a) " a) (L) L_ CDL 0- = 0 _0 0 L_ = 0) m -1.` 0 -0 (D - 0- (n - (3) �= Q) -0 C) 0 0 -0 - _0 = 0 = L_ EL = q _2 (1) �: cu C= 0 0 := W Lj_ ,I- 0 - cu > .u) U) -a (1) E=- L_ (1) _I_j 0 I- C_ !E �__ Cu.) -0 . - CU -4I.- U) C)- < a 4 z w mi J 'I "! T-1 2 1 2 FE 2 9 I I— BE NdN ) I I 1 I I tL'-,', P I N. , 71 ' -, --,-'I )L I - - Plans "�,-.,,�' ,"j, : "; , � " � iE INKAMI19N I? AILS, FO ANEL n1 INTO W= . � � . I for corrUl c. Z iv'��_ ,,, : 1 ��, �, , � _' ' 7_T;-_-T /" . . � / ,� /6 / i , ALTERNATE LEG Edition by Deiol_�-: Aj�j!_L' 1 i 4 /�/ � .- "", J__IWATIONI K*XAOM' WR03:IETsMmpu0&- - / ,7L VT � , I E I ; L21-1 1, i � V � 1 , �/,, ,f t I or ixisiusto MOD, ,� , , 1 � , , 11 "' / r,-I - �_ BEAM TO BE CFrF1 ,� '�, _,E#, ,jAEXM$Y - I ,,,, >< / REGIMPEO ENC ,;,��_' L ,.: / �� Ho AKUNIMUP t'MUK HJ bHU1 1� �_, I I 1 0WALLASION, / �, __MCD ^T44ORS, ALTERNATE WOOD ANCHORS -� r, , i MI., -- :0,- No, eNINIS, . / ,/"r (SIX sc ED ON (SEE ScH It ON , " �,, I � 1 E��,EO - . m DO OR , - SUM SHEET It) 1111"i%, w/ mur :�-- � Z_ 4 ,� � �m ��I - I _7 �,, , , I q� 4 t-0 . �;, , -1 I , f 1/4. , ', , I I I I __j AX. ____________ WOW HEADER- __�y , j I/v m ; --- --------I - __ Accup" 30 =0n �� __44-�ml. 1.1-71- SUM HIAD n I - i I 9, I =-� *1 I � \ : I i I WOOD ANCHI . e I \ "I / �` �` i " � � I I 11 I 1 ,=��'I_E 6w- I 7- I", /4 I i 1 I \P I 11 wi,`, I) -, �' I � It i W I _�) i TO I -0) � �2i I - = 11 I � L;�� ! I I r SO L I Z0 I , i1i i W, SEPARATION TO CLASS. ! � ON SHEET, 3) 1 - W 4, � �, �0 . ; A--- -Vik=t ,1_41 . - - (SEE SCHEDULE ON SHEET 3)--- "*' %� MAX, -, , - � 1 K - 9'tIIt -9 #,- . I - PANEL LENGTH I 26=014T v NAX J, _ - �, j - 1-111----l- -- _____ ,_,�-,J- - - - FAIR. I z - 11. (SEE SCHEDULE , � I - I + ----,-,--I PANEL LENGTH . 1) f ; ww" an -r,ri ON SHUT 'I) I I I (SEE ScHmLE - -- � ON SMW 3) 99_4� � � ___� I � I . i I ! I ___1____ - - I - ! I I � � I I ---(D I i I i Ic # SOX I '(D or 5 1 1 'V 111�" i I OF � � I t II (iy_ -1 __@ mo�xl � I I ,I,-- I i I - I _,`-, � , -19 1, 0 12 1/2- OLC. i T L __L__ - - ---- 1 � i Q, 11 I V � s or i/2' , i � : � �- �� 1 � i I ftr 0 1 I i i �,_ )i- � _1-b �1. - =48 1--i I F 7 El___ -'- I It ____-_-_L___1 9 4 1 4- 0,9� g � L I I 11 �`_ � , 1 14- I, i � I \ �, � --- 1� � I �1 \. � MOD 2*.4" , � � 1� "t '� �i � �` �, 1_1__� � J : A- I ----- va WOOD P'AIE- -_�"' �_ 'j � , jjj ' '-.,L _W ANCHORS REQUIRED - i �_, WOW ANCHORS _,? - - � 1\ SCHEDULE ON - k �� '11, i 1k il"TJ , 31e __ SHEET I 1) (SEE SCHEDULE - � , - 'Ll qt� - I SHEET It) ��11 __ ____ " � '_ �21 NI L__'�'4 I I 11 901 IN a mQunmg BUILD -ma UNTING !am ALMN&TOMM11 N $CALE, :�/S.I* IN 4 SCAa 3/8-1- /�I'k.' F.". 1 I-% R,�, .., ... 11 4 * & ,;5�t� ,,�, � " - -` X�CEJV,q - - L- It .1 - ro s ii� *. A, .. N= -' ' 'I __QE_sEQj3m: f , No. 44167 t 1 hQjx_EQR__QQMvjNAvQh . FLORIDA BUILDING CODE L�a HU one Zone) 1, INSTALLATION ARE ONLY VAUD FOR M"t A�S�D- :: * � 6 1 .n HiLb Vdjo!!� TOP & BOTTOM MOUIONGS CAN BE DESIGN PRESSURE RnNO (gt) AND PANEL LENGTHS ji-�; . % . * I -M lkTIEW. W� 24 GAGE GALVANIZED STEEL STORM PANEL F�P, COMBINED IN ANY WAY TO SUIT ANY SWE OF '_ - I _____ CRANN ft AS PER SCHEDULES ON SH 3 _ _,. !k -- . A I I � . �,- _, , �� /IT ME -0... \ _ C . ORE. MEMBERS TO BE SOUTHERN PINE No 2 , W1 SPECIFIC - DENSITY OF 0�55 OR EOUI *- L -_ - quo III.% a STRW -Y"� A% wrg 00n� ATM" .p:.-=v.,,-:-.m 1144#41000 I I'm a,-Im I f - L!" I C.0 -.1.1 IN41m (014:681- rmt (0.)GIM-67IT? 20-175 PE. SOM1111POK911101"Ir CA -Dow , I ; 1 *6 �� 1.10AW . I I I m k I I . I I ___7 -_--,.I I I I 1111L,. X, Led 2n P,Rp 4 d I L� In " ( ,? �� -, - I- ,- t- �- -7 L, , " § th I ._�, , ',;s�7 I. -�� ,�� I � ,,,, _� 3 11 2L_ to L. 40 (D a) (D = -+--a +--a U) = m > 0 &_ U) CL m- < (D 40 L) =3 c- -0 0 m L_ 0- 0 0 0 L. W � m L. 00 =3 w I ni < z a < _j a- . SHEET NO. SH 1.3 END CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOAD $IRUCTURES, YAL Q FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL {1} SYSTEMS �� i t i COtNLPETC •� OR . �FPAYE VA", i i rY� 2" v 3' s LOSS' 3t03 N-14 t 5• MI 4 do eE3DI® 8O83-M ALLOY GONE. /J.UM. ANGLE 'W11Ti lle.. 1 3/e ,} i ,) �2 N�f2' • TAPCOR • 12' 01 , 1„ IT, TI POURED CONIXLTE. OONL_, BLOCK OR 2"•4` WOOD FRAME : POUTED CONCRETE i i +/4Y x t 3/4' TAPGN4 REDUiRED CONCRETE X ANCHOR D 12' O. '',, 2 1/2' I ""�'{ , y 2 GAME OR� +yq Mk'rr rNLr Fik4's. `. f �' t , fREQUIRED t'P , , 3/1' =\�4�. _i i ..r 1 • - T"LE'D LOGagN-12' QQVARIES YLOGS'TO2" . 3+: aSr GONE.III< 2i L CIS ALUM. ANGLE ORMETA 154 SHEET a!w Autl BLOCK l CO2.e W ODMRAMEE 1 � i � _[�a -..... i.« TPAL : METAL ALUM. BENT F9ATE e• BLOLT(M 2k4' WOOD FTTAME _ 2 1 2 "' i) { 1 + PEOIrd2FD / ' am to ALLOT � V ..- 2" - `.� Cm MUM, A110(i WBn. 1 t-y�/{•- e,..m� I/e . BOLT ..4 x IV s..OM' O 1Y O.C. 3t°5-Ht4 OR 1501 ALLOY WIJACKNUT Cont. Hum.. ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/e-I' SCALE 1/4•-1• SCALE I/e-1- SCALE 1/4--l- - i OR ELCD PANELMATE f+OkfRF11 E1$,.._ OGStBfG TMM AT (fEYALE Xf AND r.SX \:- F'OtlREO CONC a '� OR OO.ULY@.TE WDCJt TOP. BOAT- OR 1 PNI 1.1 PLUB (@fE OR I Sf�S OP6NMItl 1 xk{" WOOD OF f 5CHtOLRE ON S+Wk76.9 T I ARK, 1•ANf1. VARIES e. ) : AS ERNE MPLMJ�fi1.E -- ( RWl1YtEU f0 ! 11 CONCRETE WO FRAME ' 4' 1T�Lj' !` 2 . WOOD FRAME r a `V OVERLAP BEYOND Mx OPENING WIDTH) J Q CONCRETE. CONCRETE REOUflTED aLOCK OR 2'x4' WOODOD FRAME jIY AEOUKO ^ ----) VARIES '`•a' • V\7' ^� �-F l 1BERr WI NICIIOWEP FRONT @ 5` M .. i BAR (UNLYFR DO � To X V.O'DISTANCE "�--�� i+ �TRAC.K ,�• .: i IYNi1N � f/4Y-SE3�fp]3 YI/Mt+/ N/A�„N CASE G (PLAN) 1.4,elea a f is '�r6R,A.. �`:C/lk 4 SCALE I/e.1" YraaYE L06f • . •. ✓ � VAUD MR DIRECT MOUNT INSTALLATION ONLY & ,. 31''`\G EN,QF •''.R '+.. CERTIFIED PANEL INSTALLATION AT WALLS All N0. 44167 s SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE (HOn High Velocity Hurricane Zone CASE E (PLAN) CASE F (pIlk. T,LTEOD. M F,. SCALE 1/4"-t• SCALE 1/4--l' Qom'•'• iz� 24 GAGE GALVANIZED STEEL STORM PANEL 1XlWRN ar .tOR1OP .•' GLOBAL PROTECTIONPRODUCTS, LLC. MOO I i _zc at s. >A win 4.Men a aMr tltrF, FL.wla 20-175 PITON : 05HA R-7W. FAK: (vs)61 ORAWlRG. Na cf-OOOW74H PE 7UWEfDA1E WALLA A Jr.,PE. _n"+W SNEtT 8 W 16 N967 MAXIMUM A.5Q. DESIGN PRESSURE RATING (p.s.f.) AND CORREaMNDING MAXIMUM ANCHOR SPACING SCHEIat LE FOR REGULAR STORM PANEL (1't INSTAU ATiONS[�ji T;Q WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTALLATIDP)S AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. X&M DESIGN PRESSURE RATINGTAPCON (P, 0 MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 k 7 APPUCABLE ALTERNATIVESPANEL � OFTFIETW MAXIMUM t.ENCTFI LAO SCREW PAHEIMATE FEMALE ID PANELMATE PLUS WOOD SUSFaNI 73" 11. 13' 15' Ir Iw (TOP) 13' 13' 13' 13, 13" rw (BOTTOM) 6 1/2" 6 1/2' $ 1/2` 6 1/2- {TOP) - - 6 1/4- 12 1/2` 6 1/4` 2W (BOTT.•) S•-0• g� or 8" a" - 3W (TOP) tEESSS 13' 13' 13" 13- 13' 4W (TOP) +45 -45 LESS 1 3 " 1 3 13' }3 'OR - ' 13 w (B0nO1Q 13 1S" 13, 13` 8 1/2' 1W (TOP) 13, 13" 13" 13, 6" tw (BOTTOM) 6 1/2" 6 1/2" 6 1/2- 6 1/2- 6 1j2` 2w (TOP) - @ 1/4• 12 1/2- 6 1/4• 2W(BOGY•} >5'p0' 4 1/2' 4" 5 1/2" 6 1/2" (top) 14•-4' 4 1/2' 4 Tf2" 7" 7" - 3W (BOTTOM) t - D /2 9 2' 1f 1z' 12" 4° W (ra) 13" 1r 1 13' 13' a If2- 4W OaTtDM) { SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX.. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. AS.O, DESIGN PRPETING MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEETS 6 k 7 APPLMALSE A&6e44'NTOYry OF THEM YAGMUM PANEL LENGTH ( ' TAPCON LAG SCREW PAINEFEMALE D P PLUSH WOOD BUSHING 13' Ir 13" 13` 1W (TOP) 13' Ir 13" /3' b" IW (BOTTOM).. 6 1/2` 6 1/2" 6 1/2" 6 1/2" 8 1/2' 2W (OP) - - 6 1/4' 12 1/2" 6 1/4' 2w Ban'.) V., r 7 1/2' B" e -3wOOP) OR LESS 7 I/r IT. a' 8' - : 3w (BOTTOM) -- Ir 13" 13, _ 13" 13" 4w (TOO) +45 -45 TD +75. -75 13' 13' 13" r 13' 4W (BOTTOM 13' 13' 13' 13' 10' iW (TOP) Ir 13• 13, 13, 8 1/e Iw MoTrom) 6 1/2- 6 1/2• 6 1/2' 6 1/2- 6 1/2" 2W (TOP) - - 6 1/4' 12 1/2' 6 Ile (BOIL') >S;ro0 4 I/2' S' 1/2' - (TIP) 7•_5` 5" 5 1/r a" e" - 31Y (BOTETAM). 73" 12' 13' 13' 5 1/2' ' 2 W DP (TOP) tr 1 13' 1 it 1 13' To' 4w (BOTTOM) • SEE TAME /1 FOR MAX. A.S.O. DESIGN LOADS & MAX, PAREL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W" ON SHEET 6 TAME /1 A A.S.D. DESIGN LOAD MA)UMU 3 PANE LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAME tD OR PANEL MATE PLUS ANCHORS & W/ " SP$/iEANWiYrQ 1/2" O.C. INSTALLATON DETAILS FOR LIFE SAFETY_ PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4`0 TAPCON POURED 1/4-0 TAPCON EXISTING POURED ANCHOR a 8" OX. ��.� - CCNCRNGETE OR CONCRETE BLOCK REOLARED. ANCHOR O 9* O.C. ,. f-bNCRETE OR CONCRETE BLOCK REQUIRED. 2 2 1/4`0 PAN ANCHOR O L' Max. PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 SEE SHEETS 15 k 16 FOR ANCHORS TYPE k SPAaNC MR INSMLJATIONS INTO WOOD FRAME WU Mtl4. mu" ADM;" SPACJNDS AND MINIMUM EDGE DISTANCE ARE ROWED ON TM SCHEDULE FOR E0, LESS TRW WtATED ON SCIEWUIE REDUCE ANCHOR SPACING BY MULTIPLYING SPADING SHOWN ON SCIt EDULE BY THE FOLLOWING FACTORS. FOR THIS OPMT04 TO BE POS$IAE. REDUCED SPACING OBTAINED USING FACTOR SAL Nor BE LESS THAN MINIMUM SAID" ""No FOR EACH ANCHOR TYPE ON T eS ,ALE. Ile. 1/4'. ANOW tIM _ _ TAPi'OI FM mumew. AM*" VACM (a,) 3 3 FYAtlPH1PW4 eM.W+W a•) 3- 3 OInA,tlenJ Cem'IW laeri (h) 3 3 I/2 AOREW WK OMaQ 6+AJ FACMIL 31Y - - fl05TNG POUF COE CONCRETE OR CONCRETE BLOCK F£ONREQ. -. 1/a'fCYWR (BEYONDPANELYMTE AN WALL MOUNTINGS SCALE 3/81 FLORIDA BUILDING CODE (Non Hlah Velocity Hurricane .. _ .1 1' MAIL 8" PAFEL. LENGTH (SEE ON SHEET ELEVATION CODE MAXIMUM A S D DESIGN PRESURE ,$AIMQ s f AND COj3RUPONDING MAY,1 MUM ANCHOR ,PAGSCH QULE (VALID ONLY FOR PANEL 1lD INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A.S.D. DESIGNPNEI.MVITE PRESSURE RATING MAXIMUM ANCHORS SPACING FOR WIN E.D. PER SCHEDULE BELOW TOMPUCA&E MAXIMUM tFNGM •• MAX. A.S.D.. DESIGNPINELMATE PRESSURE RATING (P.a.r.) MAXIMUM ANCINORS 51PACINO TOR MM E.D, PER St)WEDULE BELOW APPLICABLE To I & ANY . MA)pMUM LENGTH ,L•1°ECW TAPCON SOUD-SETPFEUALE PLUS 7NYC•-NIJUN CALK-W TAPCON SOLID -SET PANEWTE FESMI.E M PLUS ZANAC-NAIUN CAI.tt-IN Io EM t070 m totWTOitTe mP wfiE. I, N(ft.) COACRIIIIIE -,AhC�- OF THEM +45 -45 OR LESS l3' 13' 13" 13' t3' 13' 73• F3` 1J' 73' 1 (TOP} 8,-8, OR LOS �, -45 TO +55. -55 7• 3 73' 13' t3' f1" f3• 4 r it i3" 13" Ir 1 1 /13, 1 TOP ( ) V-61 OR LESS : 13" 13, 13' 13`13, Ir 13' 13• 13" /-y��,�,� 1 (/OTTOM) 13" 13- 13• 13' 1r Ir 13' tr 13" 131 13" 11 1/2 1 (BOTTOM) 3•13, 1r' 1r 13- Tr 13, Ir tr 2 (TOP) 13` 13, 13• 1r 13' 13" 13' tr 1r la, t3" 11 1/2 2 (TOP) Ir 13^ 13" 13"^ Ir 13` u, 13" 13" t3" 2 (BOTTOM} 13` 13, 13• 13' tr 13' 13, Tr 13" Ir Ir 113" 13' 13, 13`' 13' 13, la, tr 13" 13, 3 (TOP) 13" 13, Ir Yr 13" 13" 13" it 73' 73` jr It T/2 3 {TOP) - - 12 s/v 12 1/2 6 1/e 6 1/4- 12 1/2-12 1/2 - - 6 1/4" 8 1/4' 3 (BOTTOM) - - 12 1/2'12 1/2 6 1/e 6 1/4' 12 1/2'12 1/2 - - 6 Ile 6 Ile 3 (60iTme a' 8' 8• 9' $' a' 7 1/2. 4 (TOP) e• 5 tj2 8' r a' 6 1/2" a- 7 1/2- S' 8' a' S" 4 Cw) g' _ g• - 8': - B" -8' - (BOTTOM). e - g.... - ® - : 8. 8" 8.. - 4 (BOTTOM) 13" 13' 13" l3' 1r 13, 13` 73` 13, T3° 1-3 - 13' 5 (TOP) 73' i3' 13' 13' Ir 1r 1r t3" 13' i 13' 13, 11 1/ S (TOP) 13' 13' Ir 13' tr 1r 13' Is- Ir 13" +3' 13" 5 (aOTTOY) 13` 13, 13, Ir 73' 13, 13, tr Ir 13• 13' 11 1/2 S (BOTTOM) 133 13* 93' 13" 13" jj 13" 13' 13' 13" 13- 13' Ir 6 OTHI 'r 13' 13' 13'_ Ir S3" 1r 13' 13" tY 13" 11 1f2 6 (TOP) _ - ".... :8 1J4 6 1fA 6 1/4 - _ - - I.:.z 6 /4 6 t ".6 / (BpTT .. _ - 5 9 e f 6 1 e / 8 a'4' 6 I e / _ .. _ .. g f/e f g t 4". / 8 Hort,•A ) 73" 5' Ir 10 1/2 1r - -- - r Is, 7' 7 1/2 5 1/2 13` 4 1/2' 1 (TOP) >5'-e, TO I4'-4' is, a^ 13" 13' Ir a 1/1 t3' 8 1/2' 9 I/r 6 I/2' 1r S tJ2` 1 (TOP) TO III Ir 7- 13• 13- iY 9 1/2 it 9 1/2 10 1/2 7 1/2 13- r I (BOTTOM) 13. 7 1/27 13' tr tr 10' t3• To" 11` a IV 6 1/2' 1 (BOTTOM) 13" 5" T3` 110 1/ I:r 1 7' 13' 1 7- 7 1/2 5 1/2 lr 4 1/2. 2 (TOP) 13, 8' 13, 13, 13, a 1/2' 13- 8 1fr 9 1/2" 5 1/2- 13" 5 1/2- 2 (TOP) 93" 7" 13• 13' tr 9 t/2 13' 9 1/2 10 1/2 7 1/2 13- 6 1/2" 2 (BOTTOM) 13" 7 tjr 13" 13" t3" 10` 13" ftl" tt' 8' t3" 6 1/2' 2 (BOTTOM) IF 7- 13' l3' 13, 9 1/2 IY 9 1/2 '10 1/2 7 1/2 73' 6 1/2' 3 (/yTOO,�),�,' 13' 7 ljr 13` 13' tr 10' 13' 10- 11' 8' 13" 6 1/2" 3 (TOP) - - 2 1/2.12 t 8 1/e 8 t/e 12 1/2- 6 I/e - 6 1/4" 6 1/e 3 (BOTTOM) - 2 1/2" 2 1/2 6 1/4" 6 1/4' 72 1/2"12 1/2 - - 6 Ile 6 Ile 3 (BOTTOM) 7" 3• r 5 1Ir 7` 3 1/2" 8' e 4 1/2' r 6 7J2' 3' 4 jYDP) 7 1/2. 3" a" 6• r e 8' 4" 4 7J2' 3 1/2' 6 T/2" 3' 4 (TOP) - 7 IJ2•. _• 4 (6OTTOM) S tf2" - 7 SJ2' - 4 (60TTOWTI.. 15' 7' 13' 13' 13' 9 1/2' 13' 9 1f2' 10 1/2 7 1/2" 13" 6" 8 (TOP) 13' 11Y 13' 13' 13' ttl' T3' f0` 1t` a" 13" 6 1/2' 5 crop) 13, r tr 13' tr 9 1/2' it 9 1/2` 0 1/2 7 1/2' 13• 6 1/2` 5 (BOTTOM) 13" 8 IfY Is 13' 13" 13• To" 73" 10' 7," 8' 13• a t/•2" 5 (BOTTOM) t ' 3 5' 13 • 10 t f 2 13' 7" /3" r 7 9 2" / 1 5 2 / i3' 4 '6. 1 2 f .(TOP ) 13" 8' r3" 73" 3 1" a 1" J2. tr 8 1 " d x 7' a z / -6 1 2' J 3 t' 6 1 Y J 8 P (TO ) - - 6 1/4' 6 1/e 6 1/4' 6 1/4' - - - 8 Ile 6 1/4" 6 (BOTL"') - 6 1/4" 6 114' 6 1f4" 6 1/4' - - - 6 Ij4" a t/4' Mra,�e�� 6 (BUTT: - SEE Bow I I FOR AMCIORS TYPE k SPADING MR NSTAUATva INr0 WOOD FRAME BULLYINOS MINUTIM A"" SPACI?M AND YlMOM EGO€ OlSTAYCE ARE 910"TED ON THIS a•,a,v OF FOR ED, LESS 11WN M ICATED ON SCHEDULE REDUCE ANCHOR SPAC94 BY MLTIPI.YING SPACING SNOOK ON SCYE(UAE BY Ill FOLLOWING FACTORS FOR THIS OPERATION 70 BE PEE REDUCED SPACING OBrARJED USM FAOITA %W.L NOT BE LESS TIWM MNMUM SPADING 040M B1 FOR EACH ANCHOR TYPE ON lies SCHEDULE. ANCWR TYPE ,/4•. t/4•. Ij4•. i/e. MI>�->MS PWflAwa[ P ZOW-40I L'xK-N MINIMUM ANCHOR SPICING (1,) 3 3 3 3. 9 yr 2 1/2. MINIMUM EDU 06) 3 3 +/r 3' 3 3 l/r 3 MIA"i63I.1 emL Oa 3 3 TIT 3 1/T 3 1/2 3 1/T 4 ACTILK EDGE DIBTAIRF. MD, FACTOR 3 SPACINGS ONLY VAUD WMEN SPACER IS U5FD, SEE TEE M MR MAX, III DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �,jt IS USED. TABLE #11 A A.S.O. DESIGN LOAD MAMMUM PANEL LENGTH 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10• A.MAX. PANEL LENGTHS ARE 0 VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" D,C. (SEE SECTIONS & ALTERHATI4ES ON SHEETS 13, 14, 15 &1p) .--�----------�--- f f 3' MAX, R-11o/13, R-2A/13, R-3AI R-18/13, R-28/i3, R-3SB/14, Y MAX. R-LAW/15, R-2AW/15, R-3AWf16. R-LBW/15, R-201111/15, R-38111/16. I O j'� O O O O fl - � -�---- i 't L_-F"_i_-_--.-__-- I ( I t 1/4"6-20x1" SS, BOLTS W� (USE FOR PANEL. LD107T ' r� MAX PANEL L OVER 7'-g"} ENGTH ° ! g[),REGULA STORM PANEL. I ! I REGULAR STORM PANEL , I j e'-9` a +40.0, -40,0 Tx..t. € S f (W/ OVERLAP MC PANEL LENGTH DOLT) : , I -) t t Y-a' O +SOLO '. T l.1FE STORM PANEL -34.0 psf. S ..-... .l i ....- 1 .....-. , _.„ I .._ x (WJO OVERLAP MX! PANEL LENGTH VOLT) _-T __ _...._ , Y 1 - I i I f-....-- _ T 4^r-26rt1't i ..._3 A fit: 3 - 1 , , I - EL LENGTH S.S.BOLTS W T `' + T -.- 2ATVML MO1MIMGS AT EA OVER 1. -?a i i I 1 i r i a ... ..,.... ' g+ i ]-7 w - k' t 4 t. t I I 4 _ f Y( i +!"TOCATIDNT O LIFE SAFEI7-4-...1 f 1 PANEL BOTTOM. CORNERS +�` j O! �DVElBAP , •. %-N)VETGpP-• i OrII WING NUT AT J EXTERIOLEFT PANEL, _ N1NG NUT AT ' + rANEL ONLY VAUD FOR YnNO t SPEED uP I MIN. R-1A/13, R-2A/13, R-3A/44, R-19% RF28f13. R-39/14. i .. TTo 70 M.PlI.TIONS R-UAW/15. R-2AW/15. R-3AW/18. R-fBWf15, R-28W/15, R-38Wf18. i."_(SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14. 15 Ij4 MAX. GAP LIFE SAFETY STORM PANELS ELEyATION (t) z.69Y SCALE I/e-l- _4D REGULAR (OK Ohi6/P #1 tW371:E i STRMREGULAR ; STORM PANEL ( _.� VALLLY) STORM PANEL i ',�L,Y„7}LpW_tyWYNiY, ----------- I/e J MAX. 1 ,� .f 7 3 uFE PANEL 'T3; * FLORIDA BUILDING CODE .Non High VelocityHurricane Zone �fi"QRiDti , ' �." ° nLTEoa fc 24 GAGE GALVANIZED STEEL STORM PANEL Fs. �i,A d'Lfi �" .�� I I L I E C O IT LO89 PROTECTION PRODUCTS, LLC. ySEGT10N A -A ANUS B.W. SI STREET bpi LLK die 6 !m Loa +PNh1Y, Wem4 RR IL 33314 SCALE 1/4'-1` n.w, :ISNN AH-,Ala. r.., Umi —all PHOtaT:(PUNI&Q-7E4e, FAXDM)MG-n%j 20-175 A-e,iA fl4„dluu.m. 6. rW.ai. Yea 2Me.,.+ DAWNG 14: . P.E. SFAtfSOeWTtRE/GTE at-OOoe719 _ W#TER A 1RAT Jr., PE TAPE SRLT 14 i# 16 INSTALLATION DETAILS_FO,R LIFE SAFETY PANEL Cti INTO WOOD STRUCTURES ii_ Rtl' ( { r.- ,. NE'ADER /J II 4LfIRE1O X WO00 HEADER IREOEI3k%REO i: I W'frGO HEADER f I NEFDd{ DULLED T tZCO TAPCON ANCHOR O 9. 1 4 f TAPCON ANC}10R O a' O.C.r1 ,' t 4'f TAPCOry ( t 4". TAPO(XN IXi a 9' O.C. xf 1/Y` I I 1J2' ,Tf4" . 1 1 MA%. ifT" i1J4•l 1 I .1d4. t .l 1/2 1J4• f Mtn.' I j 1 T', MIL. 1 E • F I I �r Yj'Min, 1, 91 i \; f NRI ! i 1 IT B 1 f P-_ _ __ ., "'a`3. BILts W a it IT AT FA Oa Ftlr wear " 4 B I ID6M Do 7-4n 9 B 1 - r -, R I Lffim NAG{ 7-aj 'L" MAX. y 1 0 PANEL LENGTH 11--_-..d _.--_.:..,.....1 'Mo.. c -"m"� •... 1 1 'r Am. - ..=- I PANEL LENGTH U,L, IT Mo>L I PN10. iENG7F1 6 a Ei.6YAilON R t (SEE ELEVATION i! I 1' PANEL LENGTH OM THEE 12) (_ ( ELEVATION 8 1 ,._... _�-.�.. t ON SHEET 12) IT 1 ON 517ELT t2J ON SHEET 12) L ` f' M,n. 1 IT I I II ARAT7M2 N 1 1 q.. 1 @ B'.^^.,SEPNTATON�- � �y k �_.�.,.....i....,"-n,_L.. TO C44SS.IT a p IIeLSS. 6 2- I LJ p--SEPARAITON- 1 Y TO GLASS, I I fi" X V IF--Sr3+, w.- L/2 E TO GLASS - IT - • I t - t �,>% 1 • 12 l)r i"" Pt 4 e 12 1/z' 1 Ea Eb 1 L} , I , a_ eOC1S Epp a,__ 2".0 w D (I I I r I; tA,,,ATE t-2WI 4• « y[/w M BOOS i 11 �4'f TAPCON �; ; ? f! _ a 9' O.C.,ArtC1NpRO9"D.C. 1,/4'f TAPCON 1?EOUNREO ; r �4`f TAPCON 2-.4- THtg4. \ #f + i; I( AINCt+OR a 4D:C. PLATE, vo a 1z t aG. YAOGE3NET1 w STUD S 'k STAOGEREO w siUO / wI �wtiE0UR2E:D/ .,f�, t 4"f TAPCONNJANCHQR - ANcton a 9 Q.c. 1ATE WOOD iJ IY000 , I ; I t I1 REQUIRED - w REOLAftEO _i._.I __. . r....,.._ I AU N ALTERNAnyE R-1 BW LIILIIEIRNL�ZiXE $ram ALTERNATtVE R-2BW EQUILYSd O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/e-1" 4F REGULAR PANELS 4 LGFE S�F PANEi WALL MIGUMINGS ¢ 7t( 4zy, sckx 3/a.i. ^'t/� NOTES, ,.' iGEN$ FLORIDA BUILDING CODE . Non HI i1 Velocity Hurricone .Zone) ia2028 MTF7XA NC. F8. = 44167 £ 24 GAGE GALVANIZED STEEL STORM( PANEL kla 9: 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (p.s.1 AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 5 * S .-*<N-.�� _q% STATE OPT '-.p, ,., C 0 Geae, GLOB PROTECTION - 87f22j2asa PRODUCTS, LLC, a,1¢ - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s40 -a. •"Li') a •. QF' Mm. s: rk aPA mra cYwnL n si+W 4W aW. $I smm R. 3uY4 MEMBERS TO 8E SOUTHERN PINE No 2, W SPECIFIC / KTW ,.... •'' d+ YA•M :PoR 47f-YVW . Rn , {S.N Nat-1p1 P.OmIC IaSN�-7546. FAX: (954)60-11787 26-175 DENSITY OF 0.55 OR EQUAL [F,tORID�'.,»' +iT ` _ Ala tee, ovew MP,.t i4EYM / 1 T/AtEdTIAE MINTIER A TALI 4 .E mT7-,B SMM R !K 1. MAXIMUM AaSAQ2_ 2ESIGH PRESSURE RATING (ps f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHE12WI FOR REGULAR SMIRM PMEL (D IhISTALLMIONS INTP ONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. L5.0. PRESSURE PATIN; - MAXWUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW CA&,,E al: ANY rMDESIGN ANEL LENGIN MAX A.S,O. DES"P PRESSURE PAYING P MA)pW1UM ANCHORS SPACING FOR MR EX. PER SCHEDULE 9ELOw APPLICABLE To OF THEM MAANEL PlfN6M QL) 7APCON SPUD -SET Fl]IALE RJ PLLIS 7ALBIC-HALM CALK -IN TAPCON SOLID -SET fEl TO � ZAMAC-KAMM CALK -¢I 10 a _ T `0 TO To O OOPAE t0 TO >.Go,. -85 +7a, 7a it it' 13• 13" Ir 13, 13" Ir 13' 12" Ir to, I OF OR LESS +7m-75 +11%-Ilaa 13' 3' IS- 10 1/2' i2r 6 1/2' it 6 1/2' 7 t/r 5 11r ,r 4 1/2' 1 (w) 5•-e, Op LESS 13, 11' Ir 13, 1r IS' Ir 13• 13, 12, 13` To, 1 (VGTW 1r 6 1/r 13" 13" Ir 9' tr 9• To' 7 1/2' Ir 6' 1 (BOTTOM) 13` 1T" Ir 13' 13" 13" 13, Ir Ir 12' 13` to" 2 ('TOP) t3" 5' 13- 10 1/2 Ir 6 1/2- tr 6 1/2- 7 1/2- 3 1/2" 13` 4 1/2. 2 (TOP) 13, IT- Ir Ir Ir 13' ur Ir 13" Ir Ir to- 2 (ATOM) 13" r 13, Ir 13' 9 1/2` 13` 9 1/2' 10 9/2- 7 1/2' 13- 5 1/2' 2 (80TTOWG 13, 11' 13" 13' lr Ir 13' ,r 13• le 13` To, 3 (TOP) it r IY Ir 12r 9 1/2• 1r 9 1/2' 10 1/2" 7 1/2- 13, r 3 (TOP) 12 1/2'12 1/2" 6 Ile 6 1/4-12 1/2'12 1/2 - - 6 I/C 6 ,14' 3 (BOTTOM) - - 12 1/2 12 1/2 6 I/e 6 1 12 1/2" 6 1/4' - - 8 1/4' 6 1/4' 3 (BOTTOM) 8" 5" @' 8" a' r a' 6 1/2` 7' S' W 4 1/2' 4 (TOP) 7- 3" 8` 5 1/2' r J T/2' 8" 4- 4 1/2' 3' 6 1/2' 2 1/2' 4 (TOP) B• - f -8' @° - $� i 6' It. - 4 (BOTTOM) 5' - 8 1/2' - $' - e - 5 1/2" - r - 4 (BOTTIMf), 13' 11" 13' 13' T3' ;r F3' Ir 13' 12- 13• TO' S (TOP) Tr- a I/r Ir 13' Tr 9' 13' 9' 70' 7 1/2' 13' r 5 (top) 53' It` 73' 13' IS" 13' 73• T3' tr le 13" to' 5 (EOTtOM) 13' 7' 13` 1r 13- 9 1/2- 1r 9 1/2' 10 1/2' 7 1/2 Ir 6" 5 (BOTTOM) 13' 11" 13" 13' 13" 13" Ir 13� 12" Ir 70' S" 13' 10 1/2 13" 6 T/r Ir 6 IIV 7 Tf2' 5 1/2' 13' 4 I/2- 6 (TOP) �-- _. 6 1/e 6 14' 6 1/4. 6 1/4" -9r. - - - @ 1 4` a tf4' 6 (BO:IT.••) _ - 8 I/4" 6 1/4' 6 1/4" 8 //e 6 I/e a Ile - - @ I/e 5 1/4' ,6 (WIT.-) it 7 1/2' 13' 13' /3` ID• Ir le IT' 8' IS- 8 1/2' 1 TO g"p• 1r 5' 1r 1p 4 f 13• 6 1 2` / 4r 6 t 2' / 7 1 2' / S t /2' 13' 4 1/2, 1 TO Y-6' 13' 7 1/Y, 13, 73, 73• 10 1/2' it 10 I/2 11 1/2" g' 1r r 1 (BOTTOM) Tr 6 lIr 13, 13' tr 9• ,r 9` IW 71/2' Ir e 1 (BOTTOM) 13' 7 1/Y 1J` it it TO' r To- 11" a` it 6 1/2' 2 (Top) Ir 5' 13' 10 1/2 13' 6 I/Y Ir 6 1/r 7 1/2' 5 1/2" 13' 4 t/2" 2 (TOP) 13' _ 7 1j2" A3' 13' Ir 10 1/2• 13' 10 tj2 t7 1/2` 8' 13' 7` 2 (BOTTOM) 13' r 1 la" Ir 53' 9 1/2' 13' 9 112"...0 1/2" 7 1/2' 13' 6 1/2' 2 (BOTTOM) 13" 7 IfY 13' 13- 13' 10 1/2• IW 1/2 ll 1/2" a" 13, 7' 3 (TOP) t3' 7' 1 lr I IS" Ir 0 1/2• IY 9 1/2' 10 1/2w 7 1/2- 13- 6' 3 (TOP) 12 1/2 12 1/2" 6 1/4` 6 1/4' _10 12 1/2' 6 1/4' - - 6 Ile 8 1/4" 3 (BOTTOM) - - 12 1/2.12 1/2 6 ,/e 6 1/e 12 1/2' 6 Ile - - e 1/4" 6 I/e 3 (BOTTOM) 7 1/2' 3 I/r. $" >b 7 1/2' a 6' 4 1/2' 6• 3 lf2" r. 3` 4 001 7- 3• a' 9 1/2` 7- 3 1f2' 9' e 4 1/2' 3' 6 1/2' 2 1/2' 4 (TOP) B' . ... g' B" B' O' @" 4 (sorrow) 8^ - 6 1/2• 8" er - a 1/2- r 4 (BOTTOM) 13- 7 11r 13` 13' 13` 10 1/2' 13' 10 1/2 1 1/2' a- 13- 7' 5 (TIX+) 13" 5 1/2" 13" Ir fr 9• t3' 9' 10' 7 Tf2' 13' 6' Crop) 13, 7 1/2' 13' f3' IS' O 1/2 tr TO t/2 tl 1j2" 8' 13° T" 3 (BOTTOM) ,r r f3' 13' 13' 9 T 2' / 13' 1 - 9 2 // 1 1/2- 0 7 F 2' S BOTTCM ( ) 13' 7 1/2` 13` 13` 10 1/2. 03` TO 1f2 11 1/1' S' 1r r 6 (FOP} 13' S` tr 13" 6 f/2' 13" 6 1j2. Al 2' 6 _ - IT 9/4' 6 t/4' B tf4" 6 Ij4' --- - - - 6 lf4' 6 t/4` ¢ (Bfi7T.•`) - - 6 1/4' 6 1 4` 6 1/4' B 7 4' - - - 6 IW ¢ 1fe 16 (90TT.•• SEE 8HBET 11 FOR ANCHORS TYPE a SPACM TOR INSTALUTnNS INTO WOOD "mm" aULO N09. MM" A1,040M SPACINGS AM MIN4RM EDGE DWANCE ARE MILK ID ON THIS SCHEDULE FOR C.D. US8 IDIAM 1MXG1IIt ON SGIQAAE RFDUOE ANC3Ice %PAGING 6Y YtftTftYfW SPACMIO SHOW ON SCHEDULE BY THE POUR INO FACTORS,FOR THS OPaMT10NN 10 9E POSSIBLE, RFDLICw BINDING offool ED Usm FACTOR 51OLL NOT K LEAS it" MIYMUY SF/CRIG INDICATED FOR Ewli ANCHOR TYPE ON IRS SOt6AU1E. 5/4S A 1110"M TYPE IAPGiN SOLTa-S[f p 2AWC-WYWL - CM.It-1N MoRMUM ANCHOR SPACING *) 3 3 3 3 2 1/2• 2 1/2 MMIMVNtfm 3 3 3 3 1/r 3 vwmcELaO3 WAX% 3 }1jr 3lW 31/2 3'Ir AGNK 4318E 06IN= FIICYOR 2 tte y. Ova an - 1m - Oat .v3 Vr +* SPACINGS ONLY VALID WHEN SPACER IS USED. SEE /9 FOR MA)(• AS.Li. DESIGN LOADS & MAX. PALLET WHEN SPAM 15 USED DESIGN a a cT LAAN�Ls WALL MQUb 7[IN92 SCALE 3/8-1" TABLE !L A A,S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2^ > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/(SPACER AT 12 1/2" O.C. INUALLATIQ ll! QEML,5 PQR LIFE SAFETY PANEL CD INTO POURED CONCRE ET OR CQ CCREJE BLOCK STRUCTURES '. T.._.. 1/e# TA_ `OR a N yC"C FANCHOR O 9D.0 .. S1MG PoUItED OR IM t 1" MIMI .< I PANEL LENGTH 4 (SEE ELEVATION ON SHEET 12) B. i/ to fX Ds (_:j,/4'e TAPCON - ANCHOR a 9" O-C. I _ EXISTING POURED CONCRETE OR tbNCRETE BLOCK REOLI RED. O 1J% SA ETY� ANEL SEE SHEETS 16 k t8 TOR AIVCFIaII tY/E t/4•. , LLAIT"4 TYPE k SPACING FOR RNSTKUi1DN8 MITI SP UpOO1 - P �. WOOD FRAME OR SPACINGS M. ANCHOR SRMS,N65 AND MINIMUM moo" AI SPACM 01) 3MINIMUM { lyl� ismw.l. p,,.) 3 EDGE DISTANCE ARE ON THIS =10 SCHEDULE FOR ED, LOBS TIM INDICATED1utAYP14a1 ON SGHED4IE REDUCE ANCHOR SPACING p,Wge, pW,) 3 JMA14tL m6E Oe9MkE SEW P}MD. IF BY MULTIPLYNG SPACING SHOWN ON. @Y THE FOLLOWING FACTO. SCHEDULE FACTORS, 0.35 FOR TINS OPERATION TO BE Pa9SEI REDUCED SPACING OBTAINED USING FACTOR SHAM NOT BE LESS THAN MINIMUM SPACING ROCA10 FOR EACH ANCHOR TYPE ON THIS SCHEDULE. t` MIA. GEPARATK TO GLA'B 1/4•0 TAP( ANCHOR a ' �fl 1 - I GLASS GL A EA aewAP 1 Ux7lN Oq, 7'i•i t i i" MAX I PANEL 1LENGTH UVA _. SEE ELEVATION ON sf+EEr 12 BUILDING L./2 1 FAIR"" t ED.f t E.D! ? 1 , L_EO f✓ f-�.ryr ..�L�._.-1 y cn ED r --5"s t y(AD Ya 1 _E'D 0 t2 'Roc. e 12 I_ 1/4", TAPCON u1a+bR TAR 9. O.C. E7aSnNG P0URE0 CONCRETE OR ' CONCRETE RLACK REQUIRED. �F_C"t'SON R'-3A O REGULAR PANELS , A NINNHNt,Nt WALL MQU MINGS SCALE 3/8-1' s No, 44167 = *' - s+m1a IE3EW, GIGS STATE OF 2 I LTC o I'll",NAL L/z9 zt�a�r�allo takANNI IY1W1 - PE SEN.f'FMURE/MtIE .M �` � r �' r2,a•r• � G-WA671Y tYATflN A T0.17T Jr.l P, L. POURED OR M.= i` MAX PANEL ANEL LENGTH .! (SEE EItVATOH ON SHEET 12) --S"i HT}t ifM YS. YOU% W • 12 1 at TAPCON POURED CONCRETE OR E BLOCK REQUIRED. 24 GAGE GALVANIZED STEEL STORM PANEL r>' .ORAL PROTECTION PRODUCTS, TLC. 4e00 STY. 51 STREET of R. w1a PNOtL: (P6aMef-7543, FNa (PN)Ee9-Wry) 20-175 ,., e,uwe• ,:ae •ew •, mae ex PRAY/WB FAY r, I ? k`�7 st4 O V INST'✓,RTJAL REV�LW ASSIST 1 FO F L INTO WOOD STRUCTURES ( I n C IsT �OWRED�R `:.i_ R-EOUIRFDOC Col`I .`Gil t: , TA,•Edition by Debi �:, �' � HOR O 9' D.C. i 4 tf2' Milk t x__ __d n'. 2' ( OIASS IT 1 Bg3S We(1� . 6 TI I 1$MiM1+ORtt r--sl j -/ L^ MAX. IT 11 I ) PANEL LENGTH PANEL LEP4GTI1 (SEE ELEVATION (SEE ELEVATION ON SHEET 12) OH SHEET TO GLASS. ('" {t"--SEPAFATION_ B ll I u G GLASS. 1 6` 7�7 I • nVt ac E0.) �`--` rIr oG E0. �,� 1 u - 1 � II -,. PLATE WOO { 4,' {. PLATE Nt70D ' 1. II REQUIRED j g RE U1 1 1 4`f PAWELMATE PINS D + T ell PANELMATE PLUS ! u E I ! ANCHOR 12 +^�I ANt".HDR 0 t2 1/2. D.C. O I a 1/2' O.C. IN !I I ALIE2-3AW -saw O REGULAR. PANELS O LIFE SAFETY ANEL 11 ;UH4NlIfHll/ WALL MOUNIMS SCALE 3/8.1- - Q,.44167 FLORIDA BUILDING CODE Nan High Velocity HMrr)cons Zone CNS A WOOD TAtEGO. WO 24 - 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,D. -y STATEOF or. DESIGN PRESSURE RATINGS (p.B.t) AND PANEL y,Q,�: ZAp1.. -... �. �L E C O 4aae. L� PROTECTION PRODUCTS. TLC. ¢AR: LENGTHS AS PER ELEVATION ON SHEEP 12. STREET NEW /ONAL,�ur aNY He 2, FOR WOOD FRAME CONSTRUCTION: WOOD 01W_ R.aa334 4 /af'`•3 Yc iwA r Soa eWLaa n m4i MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC YNYIWtWWIW ,.«,.: F. paW sn-w, 1+1AWC: {PSaXav-76N5, FAA. (w)•ef-67a7 20-i 75 ,/ PANel7f-rMa t DENSITY OF 0.55 OR EQUAL G_ AIYW�, IN1sr „w avMmc ft PE. I�/aC1E PMLtER A ta3R A., PE. WREN 16 rt T6 nopm� IT 1 7 N s to M O (D �..� U N CL C O CD 0 0 U) O O O 0 O _ LLCu p — •� E _O 0_U)OCUCX V . C/) �v tf 1 U) �v H - .l , 0 }+ _( CIO CD -0 V ) Lu = Q z Z Q J SHEET NO. SH 1.4 EZ1/18, EZIW/18 ANCHORS -(SEE SECTION Ez1 k ALTERNATIVE alW ON SHEET i9) 1 MI,i _ `} -/• Afro 4(SEE NOTE 2) 'L`JW` 1 N (SEE 2) V� � O EQCH END _ ~ 3116`6 ALUMINUM POP REPT 1k LAST PANELOT TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE t/2' O o a O o a Ill O C C PROVIDED W/ REAR HANDLE' TO FACILITATE INSTALLATION IF INTENDED 1 ! E N ! TO BE INSTAL -LED MOM iNSrDE t3f' STRUCTURE. E _ AP NOTES ' r7 ) (INfER10R PANEL) f (INTERIOR PANEL) T- 1 T T TT SIF"L j (1) DItfLILO,ti.,DF�F.SLS E-E HANG STORM PANEL SYSTEM (END PANEL) I - (INTERIOR PANEL I (END PANEL) -� CONSISTING OF PANEL. + Cont- TRACKS TOP lit BOTTOM. t S EE NOTES 2. 3, 4 I 1 ? SEE NOTES 2, 3, 4 i B D, (2) END PANELS SHALL eu.W Y^s @E CONNECTED TO BOTTOM TRACK j} OTHERWISE A STOP LiAf I Sl1CALL BE PR..E. AT TOP OF SUCH I l I I I C k : PMiELEL LENGTH PANELS. -- _. * I j 'i * __ * 'i 6 sj_ 40.0 P.J, _. - �..._:: 1 * 1 �. i t 1 ( (3). IF END PANELS .ARE CONNECTED 10 BOTTOM TRACK, CONNECTION p SHALL CONSIST OF 1f4"w-20,314 MS. W/ 7/8"wk3/32" WING ` ! tTEL PANELS W/ t/4r20x1 NUT OR 1/4 ex3/4" Rdia. T}iUMB^sCR£W iN'TO TAPPED BOTTOM � . BOLTSWEel OVEaIa+' , r TRACK. IACATK3N OF FASTENERS MAY BE AT EITHER OF TWO Ii �I1f.�E SECTION APPufi9LE) ( EXTERIOR FLAT FLANGES Or NO PANEL. J-(iji; r ;' OF L (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM �`__ ,,, ;_ _I._ ,T�. __.�_r ___ _�__ _. __r MAX. TRACK (Le. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PA i i j NELS SHALL BE CONNECTED TO 801-TOM TRACK USING SPECS i i B101GATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION OF JJ_Li�J-LL JJILLJJ_L�i lJ1LL11GLRL 111LL JJ_LLJJI4L�J_L1JJ __ PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. p O O1 O p _ -. 3 M SEE NOTE 4-__✓ .,-; 3" Max. Lf. 1 Arn LSEE * LSEE I' Min. 't INSTALLATIONS ONLY VALID FOR WIND NOSE 3 - r NOTE 3 ANCHORS SPEED UP TO 170 m.p:h. ._,. -.-(SEE SECTION EZf a ALTERNATIVE EZ1W ON SHEET 16)-jifil EZ1/18r EZ1W/18 TYPICALI F A SCALE; 3/32'-l' 2,Ba7'(WM Ovow 1/4`'+Mtea: GAP -1 %MO E WLUM t - `^ 1/a' . Mo. GAP �1 --- t'' SECTION A -A ,,,L111N11N,rNr„ SCALE: 3/32"=1 • . T , �s'�P� •'' EN ' �9f: FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _ o.44167 - 02BTn TiTFOD, INC. 24 CAM GALVANIZED STEEL STORM PANEL s . �1 GLt}BAL PROTECTION PRODUCTS, U.C. s a.n•. STATE 1L ECOtNe. 77LLIT a Elva NGi f C 10 Not) S.w, 51 S ACE, 4 •'• �• Q R1dF' • xa - aac wmwr. mJlooaL n. mrr rMME, PL 33314 20-t 75 fi• .... '':t, \.* t.,�-aH`-,nB Iaas-Ts+s, rAx: IansxMa-nxP IMs u-ODG6719 " A.[nNlk"Olt NAha JLWTE wAtlEe A Tki/T k, P.E vi-1+A Im 441 Y SIIFL'f FP M to ENGINEERING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17889.1-- R2 EX Project Number: 20.31543 Product Manufacturer, All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 81G20-3.005, F.A,C., for statewide acceptance per Method 1(d). The product noted above has been tested andlor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code, Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: a PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 titled "24ga Galvanized Steel Storm Panels (HVHZ & Non••HVHZ)"., sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bannardo, P.E. Is an integral part of this Evaluation Report a �T REPORTS Uniform static structural performance has been tested In accordance with TAS 202 test standards per test reports) #BT-ASG-17-001 by Blackwater Testing, Inc. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. A STRUCTURAL. ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 T€AM@ ENGINEERING E %PRESS. COM ENGINEERINGEXPRESS.COM dMW ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously fisted test report(s), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind bads as indicated in the span schedule(s) on the respective Product Evaluation Document 0.9. engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (I.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product`s respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document 0.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shall be of a material fisted In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a situ-sperific basis by a registered professional engineer. Ail components i ar nen I1lstaaed shall be Protected against corrosion contamination,and witch a mho , permanently pr 9a other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, peDtfiL }'• Frank Sennardb, PE ENGINEERING EXPRESSO #PE0046549 I Cert. Auth. 9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGtNEERINGEXP REss.cON ENGINEERINGEXPRESS,cDM HNMJK N-IJNAknn; PF - an: ;xtiw;Xa� CAi mR:: I I 11 �.aLL o-r> rraL 'tieGrD ] pV. � , [ ,. ., .,. .+d•*�"- ',. E !-C4-R?I. `! "DF 5' YEL N4£ft _ � • I., � • r ,. Y - .. ppyy i i r .S Lnr phi ti 4 I rti l 1 .,,., `G•1 w ms u, I w „wM J 'i E D Iv^ li. _ •1 X r W m yu� r•= Ty �( IF w L (o w 2 + N N w h 1! :L ;' CP,:^.Tip s,- L r' I O w _ •'>r,�Jr' ku fLit rNP.�:rr:��-H Fs 1 mp rn -6LJs. S - L T _ _ F ALE_RIIATEBUILDDUr _ In JN LJ_R CD - Z• Y-.>tr MourmNG. EzrnuSmNs .n ilM "� r. 0I• - F y-IL pop .r.,J I.. r. IIiLLiiL'I. U C[tLINU/ROaft MOUNT SCRIDN .�•,r,LL y' W m n ec �r - I - - Fa WALL MOUNT S-CYIDN ,.N, t. to o [.,, _ /\ - r•NrnJ1r F, .-',I r,+Jrr•, `.c•� c.D�.-L>ah•��•)rr M � (x- z rFrt_ a„ _ .IP I JC d H � IVPL mnV VnH IL [.JGJ ,r ;� LrvwLPe Yrmn y r not a - P .,N�;StrJ:.;L D:a 7 n " .� , "e vr P.i. C.ULI [ yyff `h E:'r'U. l: r: V I >FP, FC _ g Ra F-TTI Yi,'J:CL ULEa; TI' !g HI Y �Fgg ILI F - III:. :I T•r.f� - T WF}PAI4FAWI[PaWDOFE L - v 20-31543 raj _r. Tyf PAoe oeeerlsPTlmN: - �-OPTIONAL TOP/WTIDM CLDSDRED AIL • �G'� EU V1 N.. ~rF gg .ice IFEnV KNIAEI- " F "I r eP _ ='LINE n •H NNR.xf lriU-[;I M [t ♦H, [1N Il <' n[N( Hf[)R tn[1tINt ti'[ M • INSIALLMION R �GF PQDREO OR ' '�•,, �I .. 4 4'e TAPCOH - BLOCK ' + ANCHOR O 72' O.C. REQUIRED. REcxJ+RED��/i'7�J i!{ //4'0 TAPCON T' yf 14a1' HEX HEAD IIX LL �: WOOD LEADER REQUIRED ` j 1 f 1 ,r14x1" HEX HEAD TEX J� Y� FROM ANCHOR O 12' b.C. `,_. CDG OF ,.}(4' FROM 1( M1 fr �5 -/ �O ,j/4' E_ 0, l NHn MA lJs•0-�At' .-.Jl.__.,_ •_'__ __ �- � I �s/..s4n �L�ist w;(� L...ir_g'�.,.a I At I e0L16 W t a „PER e B 1JH' aG T s tii-'SEPARIATIOlt1 EXlSr1NC it TO GLASS. :___ __.. 3/16'0 ; ALLIMIMUM POP " ExtSnN EPNtAT1CM' e,g TO OI,A55.. I 1 : g/16'y -_-GINUM POP _ G1ASS�iI RIVET ! I-�- ' RIVEET 1 1RL_ 6,3- 90.: W 1 B I MAX. M• y. PANELTH LENGTH I MAX.1J _LENGTH O AT TO a-, L n - 7p THUMBSCREW % } l � / sox gg ! os" OF _L" a i -: ( THUMBSCREW -. t N e i ED 'T^qa o" ANCHOR 1 12" Q. 1/4"0 TAPCE#i .. EDIJS1iHG POURED ANCHOR O 12' O.C. 1 I., j° 2"x4" WOOD t CONCRETE BLOCK �- V R=REb REOURRED. WALL MOUNTING WALL MOUNTING SECTION EZ1 SCALE 3/8=1" ALTERNATIVE EZ1W SCALE 3/8-1" .......... ?ry\CAET4At•:,✓9� >i1 MIN. PANEL LENGTH 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHAD- BE 2•-6- Z D, 441 = c2mo Tkmm ale FLORIDA BUILDING CODE Non High WOOLHurricane 24 GAGE GALVANIZED STEEL STORY PANEL Zone r,A. cJ $,; PRESSURE RATING •H/- 40.0 p.s.f. AND B'-O` MAIL PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '• STATn 4. cgs • _-- Z �,c( fOP11tl,_, 2� 'TRAa Fr I L C C Luc. Jt 5 CaMPANY Mm dL. b6. Mom' W. GLOBAL PROTECTION STRINX PRODUCTS, LLC. snob F_ x 61lF bi lsrb.. aA1'IE, h SiJ/4 orJx7/unto a D 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. rNFN1rAiBT. om) arl_r6l , rw, : fl mr,.,alr , s"&itlb'""'"'°""'00WANG t hMDtE te6+Yfide-ra4n, FAX t+-a7eT seM A. alue+r Awl as r ama,.wN. set I.. RWif/tlAIE , ., py y/M.M ASHM r sp tt-lu q tiz Is ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT TYPE AS. aJ� O V N�a �g ISE E) B BOTTOM T TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT (COIN TYPE Lmax AS RE 'D ) -[-Q (SPAN ABOVE BOTTOM --TRUCT[ON) F-MOUNT 83 (CONN TYPE AS REQ'D) 0 I � m O � ' -oeSrRucnoN LOCATION MAY VARY) ) dQW Wa TOP MOIL NT Vu�� (COIN TYPE AS RE 'D Q ) BOTTOM MOUNT (CONN Lma% (SPAN BELOW TYPE AS REQ'D) - OBSTRUCTION) PANELS MAY BENOTCHED Ali REQUIRED,. OPTIONAL)•4"-206TITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND WHICH ANCHORS ARE USED SATISFY VJINGNUTS FASTENED 4, SPANS ABOVE 6BELOV1085TRUCTION, OVERLAPS U MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS -� MINIMUM STORM PANEL SEPARATIQN FROM OlAS3' (HVHZ WIND ZONE &ESSENTIAL FAgLITiESd MAXIMUM DESIGN ALLOWABLE PRESSURE I SPAN IL-.1 INSTALLATIONS LESS _ INSTALLAnuirsGRFATERll THAN 30 ABOVE GRADE THAN 3VABOVE CiRA4£ (PSFI r 111 10,0Hn - •/-3S 130:R In _._ 6.06 in 1361n 6.061n 2.16 in� 40 1130.0_ lrt ff06 in sP•4S ° 130,o to s •50 1 Ig0.0 Ln SDG in 216 in _.._ t 6061n a.16 n i 126b do 6A8 in 1n j s •B0 J 83.2 in _-2-as i1 I �2.531n 6.09 n +/-6+ 548in -70 36A In 6.11 In 2,12 In B.L2 In 2.90. In _ +(-72�! 27.8 M ___ 6.13 Mom- 2.98 In ::lNAN 5GHtIJULt NU I t5: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL $PA#. SCHEDULE IS ACCEPTABLE FOR USE WITH VE THAN OR AL TO POSITIVE LOADS LESS EQUAL 2. N'PANEL E DC-S3GN LOADS. 2. RANEE FASTLiyERS" ARE STUDS USED IN NIUNCTI N WITH MOUNTING NTING EXTRUSIONS I -€•TRACK, STUDDED ANGLE, ETC.). USE 6.27 O.C. FN&, A F NER SPACING TABLE VALUES FOR ASTE ALL "H'- ANO "U'-HEAt1ER5 (INCLUDING BUILD OUT CONDITION S) . LINEAR t T BETWEEN LOAD IS a NTERERWI ION s ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. L SPAN SCHEDULE WITH POSITIVEVE DMGN LOA D TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEOULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR UNALLATI NS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL 5T O FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. FkAttXEQ[PlARDO PE- i PEiV+AG N9 CJ{ P3B MAXIMUM ALLOWABLE °yfk f39s,'I` B'D„ DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES. I SCHMULEs o P Z• v POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALLBE DETERMINED PER WTI S B SEPARATE AGINEERiN61N+iCCORDANCE WITH THE GOVERNINGCODE PRESSURE REWIREMEN`9 AS T DE7 RMiNED IN ACCORDANCE iNl H A5CE 7 AND CHAPTER E �( t¢ y E 160E OF THE FLOR[DA BUILDING CODE SHALL LESS THAN IS el u DESIGN EQUAL TOTHE POVALU E LI NEGATIVE DESIGN p # g, e W PR CAPACITY VALUES LISTED HEREIN FORANY PRESSURE ASHOWN, ASSEMBLY AS SHOWN, L. $ ., } � « m NOTES:�% o tto GENERAL 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN N� m 'l1 O W ACCORDANCE YY1TH THE REQV3REMENTS OF THE FLORIDA BUILDING CODE SEVENTH EDITION (2020 FOR USE INSIDE AND OUTSIDE OFTHE HVHZ. PER WO TAS 201, 202 AND 203 T�Sr PROTOCOLS. CONTRACTOR SHALL' INVESTIGATE AND CON FORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY LA APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 3}i/3^•A INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM 3 THE ARCHITECTENGINEER OF RECORD MR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE LD FORTE INTEGRITY OF ALLSU PORTING SURFACE TO HIS DESIGN WHICH H P S T 0 SHALL BE FATE MATED BY THE PERMITTING eNG CONTRACTOR, 4 SEPARA ED IN SMASPANS CfION Z N $$ K ORSEiiLATE FROM 1-FIC'SE EFL , Oft CON AKpED C NTA ATE FROM LOADS, DEFLECTIONS, OR SPANS CONTAINED HEREIN. COHTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS HEREIN. ..( s MAY BE REQURED t!i u• 5 THE 5 STEM DETAILED HEREIN 15 GENERIC AND DOES ACT PROVIDE I� LL N H a INFORM ATIDN FOR ASPECIFIC :SM. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREI N,A LICENSED ENGINEER OR REGISTERED W a ARCHITECT SHALL PREPARESITE SPECIFIC DOCUME NTS FOR. USE IN CONJUNCTION WITH THIS DOCUMENT R - 2 6 DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAMMUMTESTED n; PRE55UR55 DIVIDED 5Y A 1.5 SAFETY FACTOR. 7 ALL FASTENERS TO BE U.G OR GREATER.SAE GRADE 3 UNLESS: NOTED' S� 1P OTH ERWISE FASTENERS SN AyLL SECADMIUM PLATED OR OTHERWISE CORROSION-RESISTANTMATERIALAND SHALL COMPLY WITH "5PECIFICA71ONS .Z arV%,. jTy FOR ALUMINUM STRUCTURES' SECTION 1.3 BY THE ALUMINUM ASSOCIATION; N INC , & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. a� B. ALL STORM PANELS5 A M LLBE 24GA STEEL PvOOIV. R PANUALITY SHALL CONFORM TO ASTM A653 5TRU.1 tY. iL2J STEEL GfiUGALVANIZEDCOA4Rr;SttAWITH AI•I] KSI. S W Q 63-MPLUMI1K51. L 30. ALL MINUN BE 6063-T6ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 11 SDP n SQTTOM1I DETAILS SHOWN MAY BE IIJ TERE HAl A5 FIELD Q CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR 2.N_ O RE7 ASAPPLICABLE. LZ CACRECONCRETE NOTED HEREINLL J J a ANCHOTO CONCRETERS MANUFACTURERS RECOM ONLY. INSTALL ALL CONCRETE ANCHORS PER 13. THE CONT'6 RECOMMENDATIONS. THE RESPONSIBLE TO PROTECT ALL G x- TO TES STRUCTURAL E I FRO14 DISSIMILAR REidENTE JE fAErHBERS FROM DI55R4ILAR. M1fATERIAlS PR EL R0. YG S ME 14. ENONLY SE O THIXEDHEREATION YCONTRACTORDESIGN AS SHOWN ONLY. USE OF THIS C, S LESS THIS EN VEER FOR ALL COST & INDEMNIFIES HARMLESS THIS ENGINEER FOR ALL COST & INDEMNIFIES S SAVESL f1d r•6� q IAM1IAGES INCLUDING SYSTEE ERLAL F 11 FABRICATION, SYSTEM ERECTION, &A712, & FEDE ON PRACTICES BEYOND THAT ERECTION, & COIES.RESULTINGACOM TICES IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES B FROM DEVIL DEVIATIONS OF TM15 PLAN. L Y O ERELN IO DD. Of L PR VIDEO H i A rrl IA S, EXCEPT AS E R AFFIRM CERTIFICATIONS OR AFFIRMATIONS ARE €IL, 4 ER -RED. 16 ALTBRATIOWS ADDITIONS OR OTH ER MARKIWGS TD TMIS DOCUMEFJT gReS¢ "d ARE NOT PEkMITTEtl ArJ❑INVALIDATE THIS CERTIFICATION. �• p 17 PANELS SHALLBE PERMAN EINTLY LABELED WITHA MINIMUM OF(1)LABEL PER EVERY'3.0 FEET. CONTAINING THE FOLLDV' ING INFORMATION. 6 VISIT ECALC.10131543 m $rrol F R3 C PC ECV T .., M9T BJGINEEtN3EXPRSMC.M`r>RE . JI FORRWITro LPLA REF RTa aPPaolRCEp LLf T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT g -W H"Iftr 0' Cr 1 0' 1 IT 24' 25' 2F 24' 24' T3' 2e" 8uddoul 'U' Header 0" 0' 0' 23' 24' 25 2T 2C 0' 2d' 23' 26' r & [u[Ipr 2A5 H P 0' 0' 23" 24" 2S 2F 24' P 2d" 23" 28' O 2[5&ShA Ar4l. 23" 23" Zr IT- 30' 31' 13141012'F" Track 24" 24` 24' Mr 48' 5M 28' 46° 24" 4Er 30' S3' "F" Track 25" 26" 26' 3I" SW SF 30' 50' a1Md II 2F 22" 2F 11' 2a' 30" It, W2F 2B' 11' 31' Q OYad. MPlca 24" 24" 24" Zr 4T F 'U" Hdadar Q" ( 0" 24` 2S' 2r W `P M Tnck 24" 24"' 30' 4B" Sri" 2a' 4B" An (601 M _ab" 23 23" 11" 3D" 3I T4 31r "C' T tick 2B" 28" 29" 39 SO" 6S° 3 2B• 53' 33' 5e" Ui�ATT "RAN .-_..NGT4K .-^THAN SE iNTd,$I.E IXBbVC ARE NDT ACUIPTtbNB OR 4A BOTTOM Et LE rEse TIM NaTE4 ACC6PTARlE. 'PION mom GWS6 LS RE /RED WHEN PaNO. LENGTH ,S GREATER THANTHAT _ECPDR L NCNE Mk air A35PBSTlYG MGUNDNG tUIREY FO A ABOVE. 3 iIWTN B1SLMF.N MOLI MPIG R ALL RUINS, E MStPNKAkE. SEPARATION TAROATION MOM E YJHEKE HAU INE.. D-L NOT U4. ARE RRLIES,T MDDNRN, rNITH 0. HOVIRFa IM ILTS) NDMHIAAIF SM BE PFRDETAILT 4 e"a APPLIES, 1D nOrH O' A 1Y11H bA Y.1dr1UVT STTICH BOLA AND 2 A &BOTH WTDt PANEL €5-AERSSWlw'.5•aN 6.25. O.G( i 'S• 5 ETA - mil M USING D D N aNAi IN D WINGS, UAE5 PER 5. PAJrEi. MAY AN 36 11 UM Sl MF (J]0 'THE PTl OR SDrT N' UA Iry MD NG G ITT SH%WM tN'M6E DRAWINGS, ae'�N1NG PER DETAIL NG 4N1T ONU taA' i I L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. f • 6.5. 6NEWAUt SOLTDA NE SCREW TNAU IF DiA, iii NUT N .RSNEHEb wMaNUT In FACE •30 X L" MKH w SCREW RANEI. ) Bill MWM ton, TYPE A6 AEQV) E%ISTiNG CDNCPETE. - - SPACING aF HALF THE HQLOW %OCK aR YuuE G ANCeiDR 1'N30 FRMRIJG SPACINGTABLE, E,, @ EAM PANEL ADJAC€Ni TO Er,REu Paxeu M OPTIONAL EGRESS PANEL DETAIL INTiEAIOR FASTENING "A �.-2.990 �T �QA 2.250" 9JI-.0.060" N" zp s,Uu x TM(r•,... z. 2.250" 250'. b25' - 0 O94" D.094" I Y�.12S" 8,�W £ I _� k n u, _ 0.125 0. g - o . 094' ,P(- �.120 TYP. 'O SEyp $o o T [�s ri v in .y j pL gOIL tlG4a L- DE2 n .094' „� ^i jyj ti iJt L,930" t.930" J :. OA620:375" .062" �1. T-8-M 2. 020 n r P.. 2.000 F•- .r' u, b .I � � r .2502.000 I---2,000' �-- j' •ww �m 80" 12L" x1 "H' H EME P 'V' HEADER <1BILD- UT 'U"HEADE R CD' 5 "5NN (:) A• ry M 'l'J Y^J i62T ul ry C <) « r+a Q I I 3.380". 0:313" 3 LL7 '•i1U•�RJ ��z 1.51 ' 1:560"h---71,Sfi0" 1 510 80" MAXM '3x F,5 0 316" 313" D.376" 0' OlggSp II" -I ff.655" D.19 D.fi 55" -{ j^ 0655" pp 12.500"PANEL COVE O.Z50 1 14375"PANEL LENGTH h � LEG �ID,2 545. 0.524150" OASO" �+ 'a 'ti° _ DrnFcrroN Al BE O.Dss" 0.250" 305' 0O90" 0,09D" D. 71D" �-N- rl s.000 J]iD.D9a` L R,rn xs° zlsRoss' Ln 0TYPTYP. 0.700" 0.957" (+rd BUILD- UT'r TRACK T 6 -TRACK y,O C' irtACK c WASHEREt1 YARGNIT HOLE WA9iER � _ 03121, � 313- 0.190"� P N ,� III G f - Dp CCeiON N a J i•L+. , �•-3.DOO" REJERSED TYP itL-.1 u{ A..-- TRACK (EXIENDEDJ Y DI=YC. [hT[P O 1000". OVERLAP [r Ti,CC +. qq J rn I� 4 MRX,. A CDRiJETt CLOSURE DETAIL i- 25" MAX. 0.186"11 .25" MAX. MAX. C•P0. W G l B UILD-WT - a nc� Nw+ 1 ff ce DISTANCE =i=rv�;=r it "i•FF°o 0 Jn I Mat NI'. l 'e I t Y.INF r D rin-crrrcr s I 1.OD0" J I EMBED Qpp S.DDO° 'Y"'I f. I C. DP. O.to. - -� TET P., .S[ f r •-a'f. 9F J. �'�� E�[ OVERLAP 3.620"1 A-s >,u,u L. MAX. `! -all M m m �.25" MAX: 1.5DO" r- d s.Hr ,•.+..'ert TMIN-. - uc Ill-�La[A _DJ a,IJ [. [>K Ri I. n 1.500" e -EL � 4" MAX. MIN. , ivlLraL J FbL ::•i.. N. I' C RrIER CLOSURE DETAIL J. a 0 EMBED' 6ayT t TRAPRDUT < HLCiSURE DETAIL D, a 1. y p3�i II T: S. 13� VIRTJAL PEV�LW P,SSIST y r Plans > . Meted and approved for corr.oilt s "n the (�',2� 7 " tit ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 2 12.5" O:O ®� ' • ®rl..a:il'6•iEaifLS��®®�IJ..e�iifSf NNW///i� �i//.//////r,%///Gi,%/%/�i/%%/�%////I/Gf//// ,• /j j %�%j j •� �/�%��/��/�iSs%.YJ�/ � y i.Le1�' ��/.5u %/0VX///�11�G///=V114 c�1om1�®�� ®• ®' ®ESA®��Q� I ire,\ll\I ®' '�' ' I®®��® ' ,�' • Iwauuunuun. �®�� TAP CUP 'CFAS' 41 40 NOTES: ANCHOR R N : C O S 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER NCHO R SCHEDULE BASED ON PANEL FASTENER SPACING HE EXISTING STRUCTURE A R T MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OREQUAL TO NEGATIVE DESIGN LOAD ON EQUAL SHUTTER AND SELECT SP AN GREATER THAN OR E AL TO SHUTTER SPANS ELECT CONNECTION TYPE RASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SH ET 2 FO0. DEPfiI FICATION OF Lb ECTION TYPE . E L NN } 3; "PANEL FASTENERS" ARE STUDS USED IN OONIUNC7ION.vliTH ALL MOUNTING EXTRUS]ONS F"-TRAIX STUDDED ANGLE ETC)z USE6 5 O.C.PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"-AND "U"-HEADERS INCLUDING aUILDOUT CONDITIONS), 4' ANCHORS SHALL BE STALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES ED T TO / WALL FINISHES SHALL BE LIMI L 4" MAX OR SHALLBE VERIFIED BY OTHERS TO ADEQUATELY TRANSFERLOADSED HOST STRUCTURE. 9 CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9 WHERE EXISTING STRUCTURE 15 WOOD FRAMING TING CONDITIONS IONS MAYVARY.FI ELD VERIFY THAT FASTENERS ARE I TO DE U TE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES: 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER'SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN) WOOD.STUD (-;4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL 13E"SOUTHERN PINE"G=0.55 OR GREATER DENSITY. LAGSCREIW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 11. REMOVABLE ANCHORS ARE: OSWALT PANELMATE ALL -POINTS SOLID -SET B BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1f2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER MALL FINISHES, 14. 1® DESLGNATE5 ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. >k DIRECT MOUNTING CONDITIONS_ 16. LINEAR INTERPOLATION IS NOT PERMITTED. FOR USE WITH THE ANCHOR SCHEDULES LISTE➢ ON THIS SHEET. iroRHrr+IJAHua yr lAlelaed4a, not ranJ., Q Q DL b 7 TL it N f1. pwwU� L,... F � 0 rN 5 C L w Ow in J q p W ar✓`n ¢fie ®$ Sz a, 1 r (/1 e g Ld 3 LU W Q ii -' 20-31543 I C > a--e U N (1) LO Q O O C ca -0 �- O <V O C O = O W O LL D C- M .� �n/� VJ Q Q a Z Z W J Cn v / O L 0- �O U O ^^L 0- `V.e'.E) V LU C G Q Z a J n SHEET NO. SH 1.5. _n - �P- �I qo � Le�C(-r LLC_ --Town ho(vo_159' ��,F� 3U 22z ��ts{�, Aj