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HomeMy WebLinkAbout37705 Leafside Lnr INDEX OF DRAWINGS SHEET DESCRIPTION ��. 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 ABBREVIATIONS12 ROOF FRAMING PLAN 13 UNIT -A- 1532 ELECTRICAL PLAN-- - -- -- -- -- AB orA.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air 14 UNIT -B- 1516 ELECTRICAL PLAN AC or AtC Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAID or Red. Radius RAG or Rag. Return Air Grill 15 UNIT-C-1624 ELECTRICAL PLAN -- 16 AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed ELECTRICAL SERVICE PLAN AHU or Air Handler Unit ALT or ALT. Alternate FR DR French Door FRT Front RECEPT Receptacle REF or Ref. Refrigerator L1 — -- --- LINTEL DETAIL BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing SN STRUCTURAL NOTES BF 8' old Door BK SH or Bk Sh BookShelf FTG or Fig. Footing FXD GL Fixed Glass READ or Req'd. Required RM or Rm. Room Tllj fill . SN1 DETAILS BLK or BILK. Block DI IA/... DI %Ar 0..1— GALV or Galy. Galvanized nn __ n n n___� RND or Rnd. Round _- n n I� r� I 1 1 F� S3M MONO DETAILS BOT or BM or Bm. Beam or B.P. •. •.• ::.::.: • . .. • • GFI or Ground Fault • • • niftin T'1erllltb ad NEI 11 E o� f ME Mot c� .J 1.. aa I� o. o a.� oBP �LEN EIM ILS ... ..� -o C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower ST STAIR DETAILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SS RETROFIT DETAILS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications D1 FRAMING DETAILS CILGorClg. Ceiling IL Hard Lieu ing) SPF or TorSF. Spruce Pine Fir C0 ❑�� aDa0 ME] ❑�0❑ O� 0Q ❑�00 ==== 0� 0� a�a0 � 1 �0�0 0�0� �� ----- - -- - -- MU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) �� �� �� �� �� �� �� �� WP WATERPROOF DETAIL C FF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square PA 1.0 PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage 0� ��== ���� �� �❑❑" �� �� D❑�� ���� �� �� ���� �� =�=" a=❑� �� - - - - - -- - COMM orComm. Community KNIIALL or KlWall Kneewall SW or S.W. Shear Wall FIF PA 1.1 PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space 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. Tempererl UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A - - 3 PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken PA 1.- - D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM orT.O.M. Top of Masonry SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL DCF Decorative CementitiousFinish MAX or Max Maximum TP Toilet Paper Holder $ UNIT TOWNHOMESSH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring -- DED orDed. Dedicated (outlet) MFRorMfr. Manufacturer TRANS WDW or Trans. Transom Window SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DIA _ - or or Di Diameter MIN Management (room) TYP r u.c. Typical " " SH I A HURRICANE SHUTTER PRODUCT APPROVAL UNITS A-B-C-C-C-C-B-A DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter _- DIST or Dist. Distance MIRorMir. Mirror UCL Under Cabinet Lighting SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DMIF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless "oted Otherwise IDS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valw shower or tub/shower) DTL Detail MWor 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 or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull Chain Worwl With MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PIED 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) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Ad Wood THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PorP.L. Parallam WDWHDRorWDW.HDR. Window Header L EXTorExt. Exterior PLF Pounds per linear foot WHorWFOR 12 MONTHS AFTER THE DATE ITH. Water Heater IS SIGNED AND SEALED OR WHILE FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Fir. 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 0 5-21-16 1.00 NEW BUILDING CONFIGURATION It is the intent of Designer/Engineer listed in the providing of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 12-2 8-17 2.00 2017 FBC 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 06-2 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 the information found in these plans should be directed to our 12-19-20 3.0 FBC 2020 CODE UPDATE Office at (407r 8 reimbursement immediately. No gner/Ebackcharges gine will be h 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 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 I / liable for instances that may occur over the normal life of the home without proper maintenance. N � Qm X Z3 O '�- � N -� CU Q _� Cza�I-� - E Qo ck Q) S W ^, Q E s C a to 0 p =. rL 0W 0 N J N No o ? 750 N LT �'• STATE OF d J •, ; . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawin s corn with the 2020 Florida Bulldin Code - 9 PH 9 Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E n 8 1pp� 3k \� N 0 ( en J Ili cNp Q "'' ql q! LL IL 00 �cN0 0 LL a Q Wi a 0 J LL ii Y z 1 W �� I aQa a T• N MZ �Ln O ILW Z O U V_j co 000 CD c z_ z � z � � a — N U) N z U � s` " 4-, t'Q .., �U o — 0 Lu V) r~ �N T J I— _ � m C, c �Q N o W 2 o LL was - go 0 Eco i.— � O o� Za� O N a Z wg <o W z Wo C Z ox U m O Oz Z Z (3)"m N J Fb aw iZ Z o ga W CL Ua �� a ww _ o p w ai zl�d � 3 c o r >� T ui rn m r-.. N y 0 c- L_ CV M T r T W O CNJ cvl�o LO U o O I A fn C)_ 04 M 04 W 5 O N J Lo r N T (D O (;0r o E v; Z Z E 10 E ` a v JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 1 ' ' Fr i C 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 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj w S co a CONTROL JOINT DETAIL �• . • #5 CONT REINF. SEE FND. FOR • QUANTITY #5X25"X25" CORNER BAR ONE .',• : : _ _s _ . • �:- FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-V CMU WALL (1) #5 REBAR FILLED CELL 6x6 W1.4xVV1.4 W.W.F. ° v d ° , (4) #5 d REBARS CONT. 4'1 2'-0" 4'" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE y SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT _CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" 1 1 13'-4" VERIFY VERIFY LOCATION OF A/C JPAD AC PAD LOCATION OF A/C Y-0" x 3'-0" x V-0" L PAD PAD L w/ (4) #5 E.W. S3 S3 7.0" x 2'-0" x 1'-0" -HOSE HOSE-, SE 2'-0" x 2'-0" x 1'-0" 4 -0" x 2'•0" x 1'-0" — w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. BIBB I BIBB CONDENSATE—� �-CONDENSATE o A f w -4" ELEV. FIN.LINE 1 I I I LINEW -4" ELEV. FIN. } 1 0-CONC. SLAB I I 0-CONC. SLAB S3 2 Cn L& 6'-8" 3' _10" 3'-10" 2'-8' -8" 3 -10" S-10" SYMETRICAL 18'-0" 18'-0" ;1-0.,T-8" 13'-4" '_O"I '-0" 13'-4" 3'-8" VERIFY VERIFY AC PAD LOCATION OF A/C L LOCATION OF A/C AC PAD PAD 3' " x �-0" V-0" S3 PAD 4),*E. . HOSE_11 2'•0" x T-0" x 1'-0" 7-0" x 2'-0" x r-0" HOSE wl (3) #5 E.W. wl (3) #5 E.W. BIBB T<-=C 0 N D E N SATE CONDENSATE —� 1 1 I I LINE w OL -4" ELEV. FIN. 1 I I -4" ELEV. FIN.LU LINE 2 11_0„ 1 CD CONC. SLAB 2 I I CONC. SLAB N 6'-8' S-10" T-10" 6'-8" -0" '-0" 6'-8" 3'-10" 10 3'-10" 10 2'-8" PROVIDE tY. RECESS FOR — — r I _ r _ _ _ P OVIDE 1 Y� RECESS FOR SLIDING GLASS DOOR. REFER -t- - t t S DING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE L g ROVIDE LINE FOR T MASON'S SCOPE FOR WID- ICE MAKE L �g 00 I I - E MAKER I S3 r �III rr7:-1 I 1 �• � T ■■ I I l- I 3 Z" MIN. 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY. 3Yz" MIN. LJI LL J 2500 PSI CON . SLAB OVER 6 MIL. VISQUEEN APOR BARRIER J ® I I DBL.SINK w/ 00 DBL. SINK w/ ' C.J. , __ _DISPOSAL 17DISPOSA(_ — ---, TYP. @ I III, 11 II �� IN III II �� III I III I I I I 1L L_ JI I 2STORYU.N.O. I L__-JIL�J JJ IL---nL -_-J 12'-5" ( C — — — — ] 5'-11" I I 5'-9" C — — — — ]I 12'-3" _ _ r PROVIDE 1 RECESS FOR _ _ PROVIDE 1 y" RECESS FOR I r I —I —I— — — —�-- r I I SLIDING GLASS DOOR. REFER I LING LASS DOOR. REFER T 1 F H I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LI E FO 55 co E MA ER �o I I ICE MAKER f f o0 M cn D1 S3 I S3 I I S3 I fF �l r: i 11 CO I I I I ;0 I I I I I I DBL. SINK 1I I I L. SINKw/ I I io _DISPOSA _ _ _ POSAL II `� III1 1 I I -1 I 4 1 I I L� �L_J� I---J I L --- I I I 5'-9" 12'-3" I I 12'-3" C ] 6-9'' 1 LW i W01 I I W01 i I W01 I I W01 I D1 D1 D1 D1 I I � M I I I EO I I I I 1 1 1 `° 1 14'-6" Lo3'-1Ct' I6 T-10" 14'-2" I I 3'- 10" I 14'-2" I I 1 14'-2" 11 L& T-10" r—, I I r� I I r� I I I 1 f I I I I I co b LO 1 0'-0" ELE . I I I I I 1 0'- " ELEV. I I I I 0'-0" ELEV. 1 I 0'-0" ELEV. T I I I f ® I I I FI CONC. SLAB I I FIN CONC. SLAB 1 I FIN CONC. SLAB FIN CON . SLAB = I , CAI I ;0�----I.— t 1 I — — —�— — — � }- —��- — I I _ , c.J. — — — co —I —�-- — — c.J. _ � _ I I — --}--L M I GG I I I I 1 1 GG I I I I G I I G I I I OD I I @ FOUNDATION I f I I I I I @ FOUNDATION I I I I I I @1FOUNDATION 1 I I @ FOUN ATPN I ( 2, 0„ 2, 0,• I I 16'-0 2 0,• It f I = 16'-0" 16'-0" = I I 2, 0„ 1 oo I o0 I in in `" I I I� �I� T I I I— —,I I' I I I ' I Ir— 1 ® I iI 1L I IL I I i =0 00 I I - I I I I I N I r l l I I I I ;� I 1 I I F- ABELOWF.F. �!ELEV. APPROX. 1-1/2" � ELEV. CAN BE NO MORE J THAN 1-1/2" BELOW TOP OF I I — I I —f--' EGRESS DOOR THRESHOLDf I CD 1�\ FIELD VERIFY K iv W.HI 7 W.H./I N K Fi.W�ll N K K N I �W.H PROVIDE 12" RECESS Sg �_ _`4� I _ ro FRONT DOOR. REFER TO I S3 PROVIDE 12"RECESS FOR T S3 PROVIDE 12" RECESS FOR PROVIDE 12" RECESS FOR S3 T MASON'S SCOPE FOR WIDTH •� I Z'-1 " 2 10" I FRONT DOOR. REFER TO 2�• I FRONT DOOR. REFER TO FRONT DOOR. REFER TO i 2,_1 1 ■ ® ® ® 1 FM24 FM24 ® MASON'S SCOPE FOR WIDTH I FM24 ® MASON'S SCOPE FOR WIDTH ®SOWS SCOPE FOR W®TH ® I FM24 I ■ '-0" 4'-0" -0" 0" I I f 1 I Q„ '-0" '-0" 8„ I ELEV. APPROX. I I I I I I I f 11-1/2" BELOW F.F. I o 11 1 o _ I ao I q 1 ELEV. CAN BE NO 1 ELEV. APPROX. co -4" ELEV. FIN. 1 in I f -4" ELEV. FIN.1 MORE THAN 1 112" -4" ELEV. FIN. 1-1/2" BELOW F.F. I I -4" ELEV. FIN. CONC. SLAB I BELOW TOP OF CONC, SLAB ELEV. CAN BE NO I woi ® CONC. SLAB I Woi CONC. SLAB W01 EGRESS DOOR ® MORE THAN 1-1/2" D1 I I 1THRESHOLD. FIELD �; 1 BELOW TOP OF I I D1 I D1 U — — — ■ 1 _ C.J. _ _ _ _ _ C.J. ■ _ _ _ = ELEV. APPROX. _ I _ C.J. _ 1 VERIFY C.J. I EGRESS DOOR f ■ �- _ W oq 7 ■ I r w I THRESHOLD. FIELDu`r, 1-1/2" BELOW F.F. q I W T 0 I I I N I I N oI r" VERIFY I I I ELEV. CAN BE NO I N I I 1-4 5 8 I _ I C I I MORE THAN 1-1/2" f 'J, 3' 0" x 3' 0" x 1' 0" = N - o It o y I I BELOW TOP OF y o w/ (4) #5 E.W. N L 1 1 I I I I [ r in I I I® I EGRESS DOOR ® I I I I LO S3 c3 ro 1 55 I I I 55 I I f 55 ( I I I THRESHOLD. FIELD I 55 pi I I D1 1 I D1 VERIFY D1 ■ I ' I I I I■ I ' I LO 10 I I 10 co A I I I I S3 I I I I o — I I 1 -- — I L_ --- 1 LO "SEES 3 FOR S3 1 S3 I I S3 I ■ I ■ f L- — — — — J —ECESS OPT." — — — J L_ L RECESS -OPT." + + S3 iv S3 S3 iv ® IiIliI at El T� ■ ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS BIB WAN FILLED CELL WAN FILLED CELL BIB W/IN FILLED CELL BIBB BIBB MIN FILLED CELL 8'-0" 1'-8" 1'-6" 8'-0" 1'-101, 8'-0" V-8" 1'-8" 8'-0" 1'-8" 40 40 1 V-4" 1 V-4" 6'-4" 11'-8" 6'-8" L 6'-8" 11'4" 72'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=1'-0" N O ~ M N U N a LO r - M U_ Z C c'; -C c� c- fi C N 0; 0� «. s- < O c, cU Q) S. ciT ui O O L- U := L "'va o LU 0 N r ST T OF 4ur fDf'+`JASSlf111`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 beefing Engineers signature and seal. E r W- I ci N O J 0 W N* 1- a 0) rnnr� M LL Y y a y J LL u_ G u S 0 1 3 0 O Z_j 1911 W L «�% C� 2 r— Y) oo _j CP ,:e GO 6 Z N MLLZ _j W ILW a U3 U) O U Z ❑0❑ U 2 V Z v —, — a13 — N N Z .55 4-1 � V O u., s � NLn Cl) A U � L1J J ® ¢� Q N sm M o L E W a z N Z® E oa I— r0 xo �o U00 Z� N � ao ao w� C .0 zLL Z a� ",m <tl >w Z N 3 a3 c az Nw W a tt5 =r O �LL � as 3 =r y=O CC) x °zfa j 3 o T T d m + c� CAD CV T r_6 O T W M 11.97) c N V+ O 00CN M o 0 C J L6 NLO 00 N N T o Er0 ; C)z Z E C) E � a 0 _j JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 2 It OWNER'S BATHROOM SCALE: 3/8" =V-0" 60 _ 0 MIRROR'_ i-i-; 4� ++- - -' ® = b BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD ��� CASING (AT 2nd DECKING -I FLOOR ONLY) F. FL. d- F. FL. ----------------1� -- 18 � 17 16 15 14 13 12 11 CONT. 10 ,HAND RAIL 2x STRINGERS 1 TYP. STAIR SECTION. SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE 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 71 /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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38J 18JX37i S.H. 14 20X50J 18JX50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. 1 H2 27 114 X 26 26 X 25 J S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. Y b� DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED IJF.FL�HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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. AC PAD I I I A/C PAD ON OF A OUTDOOR LIVING - S3 9'-4" CLG. A.F.F. in CONCRETE 8" 6-0" 10'-8" 1.1 6'-8" LO 3'-10" LO 3'-10" 10 2'-8" O! C 6068 SGD ao ■i Q °O 5-SH IF- 9 2468 REF 7'-11" 3'-2" 6-7" o I S M �TD En N © U.) W DINING o KITCHEN 9'-4" FLAT CLG. 9'-4" FLAT CLG. AEUD TILE TILE SINK w/ D/W DISPOSAL FF-� I in FLRG.LINE 2x8 WALL 8'-0" 6'-0" 3'-8" 0 16" CNTR. AT 42" ;n o W r A.F.F. 1/2 WALL OP OA N F- CAPPED d' r 1 II UP 2 FV bo M °° to 55 4 GREAT ROOM D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13'-8" 0 7 M F 9 - GG tO S3 10 11 o O12 U.) 11' 2x6 WALL M N 6-8" 2'-8" 4'4" NO UPLIFT* Q - - S4�- - - - - W - 00 N _FLRG. LINE H 1 00 N /+gyp Q rn I TVILVEf�- Q00 (ntV r lV coo I LLL FOYER N ' 9'-4" FLAT CLG. 2868 g TILE - 0-. EDGE OF SLAB 2" 00 o ~'-T.O.M BEYOND WALL N W.H. 7'-0" 2'-6" © 3068 nj BUILDER TO PROVIDE APPLIANCE 2'- ' 4'- -0' PROTECTION 24" 4_$" WHEN REQUIRED PER FBC ENTIRY LOD 9'-4" PLG. A.F.F. COINCRETE 1-CAR ARAGE ®®----jo--- - 9'-4"F TCLG. CONCRETE T - IIIIIbLIID - - 16" SQUARE- CMU COLUMN Y T OP 0o r----------------- I I - I I _ I I f I LINE OF 2nd STRY. ABV. I I- - - t I **NOTE * I BLK. WALLS PRE 8'-8" I R "A" NIT 6-8"" TALL FO FROM FRO14T OF K GARAGE I TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 1'-8" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" 1' D1 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. 0 CO * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE F-- STUDS WILL BE DOUBLE STUDS 16" 0 C OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN O 00g O Co FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WITH @ row PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" 3'-0" EQUIVALENT. 5/32" EXPOSURE 1 OR G SCHEDULE FOR ATTACHMENTS** l'_4" 1'-8" io 3'-10" 5'-0" X-10" Lo 2'-8" O MOD 25 SH MOD 25 SH ( 39" x 59" ) ( 39" x 59" ) ■ " ■ EGRESSI EGRESS O rod OWNER'S 55 -- BEDROOM D1 8'-0" FLAT LG. I CARPET r 9 - - ' 00 N00 17'-8" co in 66-4" 6 4'4" L& 7'-0" I ® M.C. - - - - - R&S 0. B TH I 22"x36" I 8'-0" FLA CLG. ATTIC _ 1 CARP T ACCESS I C I _ N 00 ,;W 00 cc�� 8��t#" FLAT CLG 105 coo (V `n CD 001 h 00 N I N 1 I iv I ICARPET pW01 \/ D 1 L _v_ � I _ _ _ I TYP. R&S rA FrD N 2868 5 ® 6 oo - I 7 E TO T ib 00 7' A. - 8 CD N AHU 9 60"x r 00 WER P I 10 cT i C7 R/A I 11 rn 5' 114 4,4„ 3'.4"00 � II 13 LOFT _' ® I 8'-0" FLAT CLG. 14 I I ,n t CARPET jl 15 bo 00 II 16 I 17 II UP 1 7' A.F.F. u 0 1/2 WALL -' Ir CAPPED 5'-4 V-10N " 9'-6" O CV o � � is °° Lo 2668 BAT (V ���� E) 8'-0" FLAT CLG CARP T � M.C. o I WIC T-0" FLAT CLG. (V CARPET 266$ U) I N o Co rz I 0 I - ---- M BEDROOM 2 -- R&S R&S r 8'-0" FLAT CLG. ■ CARPET oq _ Mt`t G.T. - G.T. CY © to MOD 25 SH ( 39" x 59" ) ■ EGRESS X-8" X-10" 3'-10" 4'-0" 7'4" 0 00 7'-0" 11'4" to - 18'-4" 400 - - - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN 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 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. > N ti O r- 0 N 0- 0- �C Z (a Lt- (l <r (J) C' > L S /) W N U/ C.) L_ Q O O � > f rL �- W a N N _75750 j.. 'r'rr+aritt►q 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E co S O M 3 ik N co J U O C J LL C -5 "0 LL Lu dl N r-- r- � LL Q w �r�iIL v a Ye JLLLL oul2 b o Z L 0 J W @NCp onOJ Q ¢ IL W 00 Q a 7" N MZ tr0 0 U v � 0 Z O W DSO O r z z a to z C1 Q) 0 0 u, a--+ v> (� LL, m o � 'rt • U 0 rL s (n V N al"�""i77j u t as c o $ Qco �Q seo o M z a cL E O zo wo a � R ? �a no U ►-cl �� Ruwz oo 5 Z O E O N t dp az ao Jz 4? ro N= z U m� o 2 Oz Z _ .9 N 1. a ° 6 w �zo w 8a z g a w W W w� moo' o O 0 a = o3 c .0 r o� T CV ^^'' T- W O _ � NMIc N 00 I O N ^ 00 c W O o N c�0 iv N T r E C)N o Z (fl E LD c a E y U -1 a � JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 3 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR +- I _i- f- TOWEL BAR I--r- - Q o n 0 00 f- - -1 t -, , -r Fff m (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. BATHROOM 2 SCALE: 3/8" = V-0" 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) J WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20X38J 18JX37i S.H. 14 20X50J 18jX50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18JX71J S.H. 1142 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 26 x 37 i S.H. 1H4 274X501 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 # X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 X 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 }WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 } X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 71 J S.H. 40 X 59 N/A S.H. L39X59 DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE =10'-8 3/4" CASING (AT 2nd / TOTAL RUN=14'-2" FLOOR ONLY) // r 3/4" PLYWOOD .11 I DECKING / / / / / / i / / -------------------- / 17 18 16 / 15 i/ 14 / / 13 CONT. 12 HAND RAIL 11 6 5T- 2x STRINGERS TYP. STAIR SECTION SCALE: 1/4" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. rn DRYWALL 1 1/2 MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F FL HANDRAIL DETAIL Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nos ngs 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 314 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. Nandralls: 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. Handraits adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Gripalze: 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. Underatalr 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. 23 Y 18'-4" 3'-8" VERIFY AC PAD LOCATION OF A/C PAD HB ---------------- N3 ■■■ ::: - ■■■ RON nA r.0 ■■I■ O Ill 141 C ►JJ: •: ►. • • ►:►: • ►JJJ Rio: 0►; :44 : •:44 ►; ►•►• ?14- 1/2 WALL CAPPED UPM 6" CNTR. AT 42" A.F.F. •� ©- - A - ►J• ►.• ■ ►► �5� m ►�0 ►:►5 *i ►ii � J , ►:►: i G ►•►'MOM ►4 ►:►: M ►N ►S so ►:►: - • • one 1 Z;t VIA ■■L on: now ►:►: ::: i!i4 ►9t . - 1 - A H., i9MEN •:►: 1 ►:►: • _�llj ►�►� •�4 .N ►:, ►s►J • . Nf4 -• -• • \ 1 0S • 04 ®� \ FOYER 9'-4" FLAT CLG: TILE t M A" I 3068 O ENTRY 9'4" CLG. A.F.F. CONCRETE rr 00 2 �� l- 00 o? boo 1ST FLOOR PLAN UNIT-B 1516 pj�l TYP. SCALE: Y"=1'-0" 14nc RFV 1 n_ 1.2n 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 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREAT= TWAKI 01- TUGnI eT f EACH EXTERIOR CORNER WITHIN T STUDS WILL BE DOUBLE STUDS @ 1 @ 12" O.C.' THIS IS ONLY USED WITH PLASTER( FINISH •* WALL SHEATHING 15/32" EXPOSUI REFER TO SHEATHING SCHEDULE F 60 P t 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 © SEE SN 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 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-318" 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. Ed. 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. Ed. 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/ 777-1 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 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 j R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. olio cN.l LUN o c� (Z C , U'<f Q L, Q n Z; .) O Q ii � a 0 F_ C cA O O L) `.`�6 6- -0 L1J O N 0 N \ N ��?• STAIC OF �°Fr�ittaeasrr 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 - Resident l 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W d E ono .4 o ;8 �� .2- (0V N 6 LL 0 .- trl # W 0 WM0 LL a Y a 0LLLL a.. W 0 z =ma 0o XZ.-C Oa _ai1 W�5 a Co ZN�lxrn0 IL IL c��aZp W Z � m z � � z a N t!1 z `° .2 �-1 N V OW 8 N of� w t z I �Q SO ¢ a o co w M 0 o� Z L o a C oz® oa r0 O C:)@ O a az 00 0 Wz ao w� w i ru N a) =cYJ m p ZLL Z Ca) J n0 >Z Z6 ap o� Z W Q U '0 zyz �o �3 0 V _5 3 o T En > d" N T �� I CV A^l1 r� ■ C'V M U� I MEN CN U) m O _ (Q M o II00- t` N M L ! 1 OO CN N r m 0 Z Z E 0 E c EL L) Q cc JOB NO : 21-17091-17908 SCALE : AS NOTED SHEET NO. 4 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR N TOWEL BAR -t r- t 1- 4- o 9 60 -ILb 1 r. F 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. BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 13 12 11 10 9 io 2x STRINGERS FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 251 S.H. 13 20X38J 18}X37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 1 X 50 J 26 x 50 S.H. 1145 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 381J 52 } X 37 J S.H. 34 54 X 50 1 52 } X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. CONT. HAND RAIL 5 4 2 1 TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 (2) - 1 3/4" X 29 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 rn U F. FL. I DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3'" FROM EA. END. c.AND HANDRAIL DETAIL SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET 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 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/s 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 guarr/s 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. F c VERIFY AC PAD LOCATION OF A/C PAD HB 1 dnC RFV 10_1 90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 ------------------ OUTDOOR LIVING 0 9'-4" CLG. A. F.F. o io CONCRETE Zo -0" 16'-8" " 6'-8" 3'-10" 3'-10" 2'-8" o 6068 SGD ~ oo g ® 5-SH © boo -- - - 1 REF 2468 BF io I io 8'-3" T-2" 6'-7" o I O717- DINING N KITCHEN W I �O 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z Z TILE TILE I I SINK w/ I o0 co D/W DISPOSAL I io F - - -� I I p o r---� � I L__ -J I FLRG. LINE - ------ - 2x8 WALL 6'-0" 8'-4" T-8" 16" CNTR. AT 42" � U CP A.F.F. 1/2 WALL y &o io CAPPED r 1 II UP 2 s 00 CV I 3 Zn M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 60 14'-0" 7 C9 CO o 9 W01 � D1 10 _ GG 11 TYP. S3 12 2x6 WALL 7'-0" 2'-8" 4'-4" o --- F- co _ _ _ o0 CO *NO UPLIFT* FLRG. LINE Q 00, D1 _ iv u TILE TYP. N CD CD ob H 1 ;. FOYER 9'-4" FLAT CLG. 2868 � TILE 00 o00 EDGE OF SLAB 2" °D Co CO 9'-4" `* BEYOND WALL N W.H. T.O.M. 7'-4" 2'-6" M 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION - WHEN REQUIRED PER 2'-0" 4'-8" FBC 9 1-CAR RAGE 9'-4" FLA CLG. ENTRY CONCRETE 9'-4" CLG. A.F.F. o oq LO CONCRETE rh d �t N 0 r----------------- in I I C? I I O I TYP. @ I 0 Co 50 r I GARAGE I I I K I ■ I � I I I N CV N aa71 nnDAnr= nnnD 1ST FLOOR PLAN - UNIT-C 1624 SCALE: YV=V-0" r * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEESIN 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 1■■■■■■■■■ : • MASONRY . .- 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N 0O t` O M LL. (1 c �I 0 VQ U , N �ti z :>> O O E , U s LLJ 0 N ,� !�•• ...•, Jam.,,'',, �o cn No ri3750• ti �k w CC Z S t ATE Or .CUw 0 R t L 1 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 CSr- a O M N r- it O NC, 6 J 0wa �C')V �a Y �LL� arc Z -o _ ' I; % C � W 0 UJ 8�OjO' daa n Z �Z° zLOo ILW W ❑00 W CO Z N co z � z � � Q � a t� z LL � a V O LL.J s N u t � I c � �' 0 cN s� o w Cl) z , a� z¢ d w, ? a Z® oa U o aoa =o Zoe N ao .�. rd Cn C mm mf r O Za 42 �z O `d $� U aZ W �LL3 < x0 o o w 0 x'o = O r za u3 c o T > d' m N II (9 � r_6 1 C V 111.17) A^l1 V_ W O ch -0 N L 6 "� c O U)m O _ M 04 I` OI N O J L6 r 00 04 N C)o U) E Z O E y c a U Q o JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 5 144'-8" 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0"00 18'4" '-4" 13'-4" 13'-4" '-0 134" '-0 '-0" 13'-4" 13'-4" '-0 '-0. 13'4" '-0" 13'4- 13'-4" L T T T T T T ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING 0 zo 0 zo I I I I I I I I 1 DINING KITCHEN I V a KITCHEN DINING I I KITCHEN DINING I I DINING KITCHEN ;� I I a I KITCHEN DINING I DINING KITCHEN p I io DINING KITCHEN I KITCHEN DINING C?® I I I I I I I I I I I I Im o0 I I 1M10 r--� I , o 0 1 1--1 I 0 0 1 I I I l a r--� I L__, o O I I I I r--J I t o Foll r — —� I I Hm s N c0 GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM op a0 M I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM O %> co ® ® x rn O io co � -p i WRY 1 - - i WR-- - - - i FOYER -- - -- - -- - — �P FOYER i VVR -- - i FOYER - -- -- - - -p FOYER - - -- �P -- - ■ FOYER FOYER FOYER FOYER W.H. W.H. H.W W.H. H.W W.H. H.W H.W O O O O O O O O ■ I I 9 zo 0 ;it' I ENTRY 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE ENTRY 1-CAR GARAGE I :® - - - - - - - ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY — — — — — — — ®: -4" 5'-8„ — — — — — — — — — — — - I r-------------1 - I I — — — — — — — — — — — - I I -----------, I I r----------- I I — — — — — — — — — — — I I -----------� I r-----------� I 'q' I I I ■ I I UNIT -A- I I I I I I I ■ I NIT -B- I I I I I I I I UNIT -C- I I I I I I I I UNIT -C- I I I I I I I I I UNIT -C- ' I I I I I I UNIT -C- I I I I I I ■ I I I UNIT -B- I I I I I I I 1 ■ I UNIT -A- I � (1532) (1516) (1624) i i 1624 i ( ) i 1624 i ( ) i (1624) i i 1516 i ( ) I i 1532 ( ) I ®111111 all ® ® it 7'-0" 11'4" 11'-4" 6'-8" 11'4" 6-8" 6-8" 11'4" 11'-4" 6'1 6'-8" 11'4" 6'-8" 11'4" 11'4" 7'-0" 70, 18'-4" 18'-0" 18'4- 18'-0" 18'4- 18'4- 18'4" 194" 144'-8" 1st FLOOR BUILDING PLAN SCALE: Yj6"=1'-0" IO 1—O CL N. M LL (] O S < 1 — C to 0 � i T Cr: `� a -0 L C: C< O O j F O w 0 •.aeatICVi raa c" i cV No PE78 50 ST le To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E F O fh 8 0 i! C b - LL d Uc�+rv� to LL a Y a _9LLii wa co L O z rm0 0o 0 00:K $po o W f6 tV O m O J °' ¢ ¢ k ILWran O1 _ � z IL <n O N Q U J N 00 Z I' ID Z Z n Q - N f7 N z o 'tJ C2 �0 w $ to C y � � t c Q S Z M 2 U �E z® a E U oa I� o o �~ ' goo a N • r,3 _x C� m o z Z rA O o� W d az NF H N w NJW o w� >_ _� �� o T ui CII L� CV CIO r cfl I LCIT W O NCvI L6 Iln cYiCN � O zo N r M n C) o 00 OI N O J N T ao N r E _ O H 0 Z E C) u CL JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 6 I - r� ����- I �_______________________________________________________________________________________________________________� / 2 d FLOOR BUILDING DUNG PLAN LL 0-1 CN CM It C14 It IF 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. W OD Z IL IL a co . . 5 = 0 0 —1 0 Of CO co CIA tM CD co z CD Lh Fn 42) JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 7 I 0 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 12 4.01- 8 1 —2 14.0 — — — — — — — — — — — — — — — — — — — — — — — — — — 01� 0 00 0 o a a oo o MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH TEXTURED FINISH MOD 25 SH MOD25 SH MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH :.FL. -----i6"BAND — --- N -- -- -- ------ --- --6"BAN N------------------------------------------------------- —16"BAND —------------------------------------ 16"BAND — -- N 'BAND F.FL Ill v- 'LG.HGT- - — — — — — — — — — — — — -- — -- -- — —-----------------------------------------------------------------------------— — — — — — — — — — — — — — — — — — — ------------------------- — — — -- -- ——_______ CLG.HGT TEXTURED FINISH ❑ �� TEXTURED FINISH �e1 dJ FOAM IMn, Fni 1 _ �I� �(TYP.)�L�■ 11 Opp or I I no *---W/4"TRIM -..------- -— - - -- -- -- --- - ---- _ y� ,y ���y _ 0N�0 Mimi= T.OJ T Gf F.FL. T.O.h F.FL. ❑❑❑❑ ❑❑❑❑ ❑ ❑ ❑ ❑ UNIT B UNIT FRONT ELEVATION SCALE: 3/16" = 1'-0" REAR ELEVATION SCALE: 3/16" = 1'-0" � � O t` O 0 C U N N _ Cif C Col cU a? fl: Q a > Lw o ` N / 7 W N 5 3 (y QJ s�- w a c 6 '4 0 uJ N O N N N 0 N ale To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N # IQ 0 �-0 # t w W rnr�r12 LLw a v a Y a z O t M O ~ w m N c_O m O—j WCP ¢ooa Lco a T- N M 2 r0 O ¢M Q Z O U U W ❑�❑ C9 m z N Z z A Q a r V1 (D Ur c VJ s S O C w W €€ t z _ ; d • Q cli r� Cl)-w g zcoM Lj- E Z O g 'z YZ N 4 Q r=. O V w 10 °w a ca tm C1 0 z�< E g � ao ¢o a a� x _ i ro ao m� M 0 z� Z J �m a " �z z to v� 0 C a w W 3 a& �N � O w a O CO � out ax 0 z < 05 o r ui N Ct� c6 CV M O W 111711 CV •� o N m �O 00 M _ o r-I O 00 OI N r co ;; 04 N *- o Z Q H Z E O c d N U -1 Q 0 C20 JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 8 ' ' 1 L I- 1 '11 l IGT. R. c0 ` 00 LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterior luovering 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. 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 N O U N N S 4] �G o LL `? ,P A-1 t� Z — �- (D r -, c; N a: �. O O C U .4 O W N O N 0 N N a��'tiiay��E•11tt1�taP�'1f N0 F7 fr OF •"io6..�t` 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� CODQ ce)(Co N LL N Ol rip , 0 C J , 0 ao °� ve " y rjnr�� LL W a a - a��v : x �LLL. WaL Z Z5^ O Z 13 10 L M O v W r6 A W O J _ W r°�°'°i a- C e ?' N Z K N O ILL a Z OU USN M V z 04 z � z ^ M W z O U GN N .0 g �O w to c �, �N r ' w � t 8 U _ 0 o W M z � o Z � a E 0 Wa Q® O " X U 4 O U O ro N t z o ao W z • � N C _ C ." �m mi o o Z� Z N J cb aw M ZZ r� 22 o a 2 a W T U zg �� �LL it F� FZ p Z S2r �0 ax F� il�d ov 3 c T N ai rn N f.9 CN CM co O W GV M L6 Ln ° N O �- f) m O 00 r 4= "� M N F— O N 00 04 J L0 N L0 00 T N N r N 7 O i6 O Z Z E 0 d C a G U ¢ O JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 9 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL_ PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor mid ceiling runners with steel H stud between adjacent pairs of gypsum panels, (NL9) A 3W minimum air space must be maintained between steel components and - -_ - - - - - - adjacent framing (as Indicated by dashed Ones In sketch). As an aflemate to an air space• the steel components are covered with 6" wide battens of 117 type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. _..: . Y l Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. Hoot limitation 68 feet, PROPRIETARY GYPSUM PANEL PRODUCT Thicimeas 3-1/7' (Fire) Georgia-Pacific Gypsum LLC........................................ 1" DensGles iG Shaftiiner 11-314" (Sour%!) Approx. Weight: 9.5 psi File Test: WHI 4WI290, 11-15.94; ITS Design GPNVA 120-04, WHI495-1295, 3+15.95; MI 495-07438, 0744, 1-28 8 30+86; ITS 316DB14000.00Z 8-3048; ULR2717, 04NK03115, 8-18.04, UL Design U373 Sound Test: RAL TL10-291, 8-31-10 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. SUB -FASCIA TYPE "S" MORTAR * _ .. (TYP.) EXTEND THE (2) LAYERS = _ OF 1" THICK USG GYP. - - - - DBL. 1x PT NAILER WALLBD. LINER PANELS OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 SOFFIT AREA PER UL U905 (TYP.), PER UL U905, MASONRY WALL z 's PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule RidgeVentAmt Oit Ridge Amt. Req.) (Must Provide Upper Ventilators) (Ft.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of Q. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilationof vented Iof 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. 'Thermasheath-3', 1 1 Hour Separation Wall rmasheath-%P", "6COMAXcl", 2 2 Hour Fire Resistant Soffit SCALE:3/4"=1'-0" ,rmax Light Duty Insulation; Thermax Heavy Duty Insulation, *REFER TO STRUCTURAL DETAILS FOR ion, Thenmax ci Exterior Insulation, Thermax %ARMOR ci er Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci NON -VENTED SOFFIT NON -VENTED SOFFIT SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT thick palyisocyanurate composite foamed plastic insulation NON -VENTED SOFFIT NON -VENTED SOFFIT •rl,ermaaase-CI" NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT ci', 1 1 1 1 1 1 1 SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR NON -VENTED SOFFIT on Mark for jorfadictiono employing the UL or oUL Certitleatton ■). respeethrely. 4'-O" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-O" INFORMATION ON FIRE LTBLOCKING 4'-O" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" @ EAVE BLOCKING @ EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE 2 2 2 2 2 2 2 N= 4:12 �� � N= '-� � N= 77U � N= r�, � N= �� � N= '-� � N= 77U � N= 77U � 4:12 PITCH � n- °- � °- n- � �- PITCJ FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT E RESISTANT -W91114 10M PLYWOOD LOCATION PLYWOOD LOCATION. YWOOD LOCATION DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PITCH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' GFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT grl 'A WIWI OFA I I 4E ,12 PITCH I 4:12� I PITCH 4:12 PITCH I 4'12� PITCH 4:12 ----� PITCH' I I 4:12 4:12 1 1 4:12 4:12 !ITCH = r. �. PITCH 2 �' `_' 4:12 — — 4:12 �— 4:12 — —� — 4:12 F PITCH = ,- L— 2 _ t— F- � � PITCH z I T I PITCH PITCH PITCH PITCH I — — I I I I I —� — ---- ----j 1 L.---- -----1 1 1---- U. ---- ---- 2 2 FIRE RESISTANT I I SEE DETAIL 551D 1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE 1 i SEE DETAIL 55/D-1 FOR FIRE RESISTANT ( SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT INFORMATION ON FIRE SEE DETAIL 55ID-1 FOR SEE DETAIL 55/D•1 FOR PLYWOOD LOCATION. DO NOT BREACH INFORMATION ON FIRE 2 PLYWOOD LOCATION. BLOCKING @ EAVE INFORMATION ON FIRE PLYWOOD LOCATION. 2 INFORMATION ON FIRE BLOCKING @ EAVE PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE NON -VENTED NON -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT ROOF PLAN "a O ~ M 0- N CO C � n- N "a O s•- 0 -0 (�1 z _ W Q. to Q O (` a a) C u) O O _ a L) 0 2 LU 0 N 0 N "v O t f. _ M Uj e'f'ri8i3ttfY"s1• 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. War} F Q E n O IM 8 N ti is 0 N N O LL y C J ��� s "a N�� LL W - a uai' he JLLu-I ao = 13 cc c m 0 � 5 si R c@ G it OJ J W � � � ¢ Q a ILZ o a N Z a. so O Z OU v�N W V M � Z N Z 4 Q d V1 N N M ^^ L V .2T — u- 1 l W W Ua �O^ u) � V 1-- N U LJ J z�l o p Of sm o W O a E E 0 20 � )N 00 tux IT _ R U u; O Z pp E (�I C� L a o a ,, Q w . r6 �� _ oxzz m o m p 8 Z Z r1J J < b Q s $ z ao W NW �z �� ¢� -rr� ai C O � Ol N C� L tV M c>a I T W O a CV t Ln o CN U) m o 00 co cM o A ` t11 00 J LO 0o N CV T r E M C 0 i/i O Z E Q rn w a. 0 J Q 0 J JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 10 _ __ SYMETRICAL LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-O" 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 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B I 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 H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)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 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 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) (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 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 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 590 555 12-1Od 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER--t xCONTLEDGER (A) OR 2 PLY ;ARRIER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1❑ (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft �I �f- AREA ROOF 1 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 -78.58 10 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Qj Qj SHINGLE: Y16" EXP. 1 (2%6) or'Y32' EXP. 1 (32/16) TILE: t%2" EXP. 1 02/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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 GABLE a=oft ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ti K>C) c� -1 0-f ) —4 (r, LL (L N _ r : �( �1 r 0 -� Q7 +-, i2 r r E�. or) O % L 3 . > LL A O 0 .5E ow 0 N N oaaaa`.aC ki. c , :�'�� '•- �•(`�S• y'�' ma's O •• rig, iy0 PC"'; To the hest 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 E '0co a $ �� LL °0m S Lo V y O C J 0 '9 �n y) Nrnr'� �2 - w a - M 7 Y a y N JLLLL a 0 Z 0 13 0 . M CS w �' E l0 - G Q' O J t_j. I I L W a LL Z N M Z _j W Ln O U� tin ? oU W ❑E3I] (9 Z N Z Z r r a N N U) V) LL Cn � U O W $ I(n C N v , � J LLr t i U • cD w M r> 21 Z a J l.L E zo g� OLL � y� Q 2 0 Occ F_ W z x U oa o C E 0 a r 0 Q p Z Z N i ao Z 4? rp C z yU o m2 o ZLL z z J am gZ sw 3 d �9 a mw W V 3 ¢2 <O mLL 2k r- 3 =r J� O u r a v ozla ° 3 o T >� NM �-- CN T W O M 1 N .� oCD 00 N M c � CD N 00 O04 00 N CNI E c O v; z° Z m E O Eo «? c 0 v U � Q p JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 11 F_ Wzlk ROOF FRAMING PLAN SCALE: X"=1 "-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTSTO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4, x2 1/2'TO GIRDER & (4) 3/8'x5 TITEN HD TO WALL PROVIDE 2x6x1 -0,t S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"4" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 1 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 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" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH./(26) 10dx1-112" HTT5 1 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" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P I HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C I EPDXY I LGT2 I4060-M 3770-FI3500-M 3240-FI w/ (32) 16D SINKERS & I LUGT2 I3100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 (R) 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 I-). 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 I 11 0 INTERSECTIONS. SPLICING I 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. OR (A) I OR 2 PLY .ARRIER CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 eW 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): O r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 01 1D SHINGLE: %6" EXP. 1 (24/6) or t%2" EXP. 1 (Y�6) TILE: 1Y3 ' EXP. 1 (3�6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/8" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �f" ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. .O OM N o U N Ll] >C .— M L L_ (1 .— -O O ' C CAI Z M C 3 C C` t .L _Way CD i N A O O a U 11,1 tV 0 (V C�V `�ti,B;iSt3ir43l/falA • � M V,�• A PL-. r = No 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 E I" O M # a O N N J LL 19 CD rA # LL Lu a MOV U- CL Y Qaj J LL LL a _ o Z mco 11 t Co8 O0 � �•ryC c mOJ d a W k LL��pjO' "j N M Z W So LL Go CSa O U U N Z El11E3 W U v z z U) M V) Z (.7 0 a U — O w $ IN c N ,� W � o am = L U Q 0 co w z U_ Q E Z FE g > ® "? 0'o UzpO aE grC_ WZ U) o Z.2 m,os JUrQCoi zW aoZ a3 a W U ao �LL �F �3 a O 25 �`w 0� ° 3 c o T N c6 1 CV r W O CV "}� L.n LMfi ,vim 6 CV U)m � 00 M 04 H_ n' C �+ a04 O = J U')04 LSD 00 N tV `— r o EO m N Z Z E 40 c m a 0 _ ¢ o JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 12 L'cl — ____— 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I 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 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) } TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HI I I B( I I LAV I TUB/ W/C SHOWER LAV 3" VTR )IL I I I I I I OPT. LAV LAV ti W/C SHOWER STUDOR � DBL SINK VENT W/ DISP. Pike] 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 96 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 1 5200 TOTAL: 31768 LOAD WATTS — 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1" NEM 3R 200A Indoor Panel Center NEMA1 2� AMP Cable Power Co. Feed _—�_ 11 I_ , #4 Solid COPPER Ground Intersystem Bonding --f Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram IOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. O ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN / FOR OPT. � FAN/LIGHT< \ WP GFI Mol GFI I I DINING �\ KITCHEN 1 ' I� / I / FI P(t r-CiF1—j - ---- - --- G— — — SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M \ r \ I I I GREAT ROOM ^� /^TROUGH -IN\ ❑ FOR OPT. CH FAN/LIGHTTo SATC1 I I / I I UPSTAIRS 1 / FOYER I I I DB ENtRY WPo- LIGHT AS � FI PER SPECS DB & GFI TO BE ALIGNED VERTICALLY GFI @ 44" ` \ \ LW.H. A.F.F. 1 \ O GARAGE I I GARAGE it LIGHT AS PER SPECS GARAGE DOOR GFI --------------- - I I J I I Ip Z I IQ - I I0 Q I I� Ir I IM WIUj _j > W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: A"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. OWNER'S BEDROOM <%\ /e>ROUGH-IN I), FOR OPT. � 1114 N�FAN/LIGHT 8 ------� 0. BA BATH 2 r.7 WIC I I ------------ -----------� I I I /p I^{ I �_ \V/ -V I C STAI C.M I IU �\ LOFT C.M \ S.D I 1 /"TROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y"=1'-0" O 0 ti C `; �o c= tJ O 0 = O L1J 0 N 0 N CV To the best of the Engineer's knowledge, infortnabon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a n o r�i N n n 0a $mu, V) � O LL W sN o LL a Y mLLL aL 0 ZZZ 0 tco og 0131 19 �=Am0� °°W to LW r_ (Za0) 0 N..Q 3UOUr U W ❑�❑ Z N c7 Z < z LL +, u, U 0 ,,, s V)cl, �N " U� w� t c � � Q sr o W o LL +E wo w° > _® oa E v0 N ~ O E E �_ O XU a� U O QU o� Z ° a= . rp C z x 00 O OLL Z< J m s N N22 0 Z aZ W 5 SS Z o �LL w Flo c o r ui m � N I U cr `— c� CV M r O W N .V o M o � H 000 0 N � J 04 T 04 O E f0 j CDT Z z E 10 E In a3 c a c0 JOB NO: 21-17091-17908 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 ® 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 lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FCHI CHIMES (OPTIONAL) [Ed PUSH BUTTON SWITCH (OPTIONAL) D0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL r DISCONNECT SWITCH ��19 Ci J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR JiL 1 I I J� I HANSON BOX I F LAV 3 �ILR I I I I I I OPT. LAV LAV I —1 1 — 3" SHOWER WIC L TUB/ W/C SHOWER - 3.. FZR STUDOR �� I , DBL SINK VENT TI W/ DISP. LAV I W/C 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 5200 TOTAL: 31734 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP 1TER MA N 10 -200 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 C.O. 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS DB & GFI TO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-B 1516. SCALE: X"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-B 1516. SCALE: Y"=1'-0" > ti o �, N N m � �— -0 O , Z C N (P 4. Q '.1 i-_- i 0 0 •i (L 0LJJ c N Q N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n o CDM Grp a N N Ol # LL 0' C J C aD w 5 ,n �No u- a YYn Qj c+] JLLLL aLS 3Z _�� 9 Z =M 0o 0: � c c 2 O cy)w Q M¢ aZ NZ o UMW UO _j ClZ W ❑ ❑ ❑ c.D Z cop M L' Cep Z o v N M (✓ I V O 4-1 uj OW p N c �N � U W J ' `I o zz U EO za > ¢o n v Wo <o go °o co c E 5Z ab � o wo Z N ¢o Qo z wW w ro C .2 Z V �m mo o oz Z Z _- J �w ofo zz W CL 3 2� LQo 2� o o w< �o to z o� U 0 .s r ui rn N C� c� V CM '— cfl ,-- W O N cvl> v 6 N IlA O U) m O 00 _ co o F— O I C C� O I� N l -) 00 -� N CV r .- o Z E 0 uJ m JOB NO: 21-17091-17908 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET [Q7- HALF -SWITCHED DUPLEX OUTLET I � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH �3 THREE-WAY SWITCH 14 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) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) 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 _ia ELECTRIC PANEL _�► DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J� I HANSON BOX I I 3 VTR AIL I I I I I I OPT LAV I LAV I I --__ I u W/C LAV T\- _I 1 3" SHOWER L TUB/ W/C SHOWER ` 3" \nd F FLR STUDOR VENTTI , DBL SINK T' W/ DISP. LAV I W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 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 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP TER MA N 1 0-200 A P IT/ —Serial Cable NEM 3R Power Co. Feed --. I -I I , #4 Solid COPPER Ground C.O. 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. DB & GFI TO BE ALIGNED VERTICALLY 0 DISCONNECT 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. I— — — — — — — — — — — — — — OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / \� FAN/LIGHT `� `' GFI .n. -QD -- -mil 1 DINING KITCHEN 1 / __ FI O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 194 GREAT ROOM /,^ROUGH -IN\ ` FOROPT. FAN/LIGHT' I I I / RY T AS - 0 SPECS u \LLJ LL Q 0 ��o� �m I I I I I I rGF1—j C.M DEDICATED RECEPTACLE .. �••�MICROWAVE RANGE HOOD PER �•�� � J UPSTAIRS F @ 44" `� `� W.H. A.F.F. 1 ` 0 / 1 I I GARAG E GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I I I 10 Z I IQ d I 10 Q I L U I Iw 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: A"=V-0" 2ND ELECTRICAL -UNIT-C 1624 SCALE: Ya"=1'-0" �O � N co to 'LL t� -0(--) C Z L) 0 Q o t C-7 r. .; �_ 1- _7 ✓ � O O 0 U l 2 0 L1J 0 N 0 N N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is onty for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W CD a E `m r, a o M8 CW pat N N O1 it LL V Q r0 W a � r- r' a LL W 0- y' m Q N Y J LL (L 'ri z L 0 OL MLu � CZl of Win�piO' ¢ a a Z IL 00 a N MZ Xro0 0 O U U J y Z W ❑I�❑ Z N z � Q � J N - N Z o C.7 0 � a V O W $ '�Ly v N U Lu J G Q -0 O W O � Lj_ n. 0 g og �z �® oa N U qg. U O 0W¢�a>a Nt Z2z Z� ial oW o Nw O O o r > d' rn N � M cfl r cfl N Cn N M N o O U) m V I O 50 r 4. CD `CV N CV 00 NO � L17 �' T o W Z 0 Li Z E 10 E N W a U .-°r Q O JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 15 00 ___________________________________ OUTDOOR LIVING OUTDOOR LIVING 1:1 OUTDOOR LIVING i[:11:1 m— — — — — — — — — — — — — — — — — — — UA OUTDOOR LIVING W OUTDOOR LIVING O OUTDOOR LIVING 00 -------------------------------------- OUTDOOR LIVING OUTDOOR LIVING --- ---�-- --- r--- --- --- --� r--- --- --- --� --- ---� r--- --- I I I I I I I I I I I I I I I I I I I I I I I I DINING KITCHEN I I I I I I I o--� GREAT ROOM KITCHEN DINING ��Ll I• :❖ .❖ :❖ .❖ .❖ .❖ Sao aa� GREAT ROOM GREAT ROOM GREAT ROOM DINING KITCHEN KITCHEN DINING;I •�.i l .•. DINING KITCHEN KITCHEN •. v ,. X. ❖, •• . -4 •.. Boa, r '°• (� ° 1 ®r (\ !S16 P/;/A r.�• (A\ / • -•�•i CAS CA) FOYER u 1156111Nmwr� ri zz FOYER METER BANK (SEE ELEC. RISER _ W.H. W.H. DIAGRAM SHOWN O O ON UNIT ELECT. \ PLAN) \ \ E RY 1-CAR-GARAGE �-G'� GARAGE � — \ ENTRY PROVIDE A MIN. 12" VERTICA� \ SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES I I mil UNIT -A- i i UNIT -13- (1532) i i (1516) I I I I I I I I no 1-CAR GARAGE ENTRY FOYER IN U GREAT ROOM 1-CAR GARAGE IM 1-CAR GARAGE ENTRY UNIT -D- (1625) I I I I FOYER ENTRY ------------ `- I � I I UNIT-D- (1625) I I I I GREAT ROOM FOYER GREAT ROOM GREAT ROOM ITP—METER BANK (SEE ELEC. RISER Ism DIAGRAM SHOWN • �':' • :� • i �' ON .O• O� :❖ 1-CAR GARAGE — - E 1-CAR fx�{RAGE / ----f --- ENTRY . — � ENTRY � / � ® ■ ROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL / UNDERGROUND UTILITIES Ivy / I Ivy I I - I I I I I I UNIT -C- i ■ i i i i■ I I I UNIT -B- I I UNIT -A- I I (1624) I I (1516) I I (1532) I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" olio M CU N �m 2 a� a' ct; cn T C: 0 .0 0 �- LU (L 0 N O N CV 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. G _ au� a0 iA ik 4. LLI Ci 7 LL7 d r` LL w - fn V a S Y N s y S� J LL LL aLLI 5 'r• 1133 O W�pjO' 0 E L L <a _j a MZ IYT o Zo� N U�U) W ❑ 130 U' v z z � z o a v J- n- 4] N N � M z � U o LL � w u A Ow In c �V) rn w � zA Q �Q N o W M z2 o 0 g- =o oo > <s z o cc Z C:)M n' .0 c g o'q itz W z t wo *o W� mM C40 C: -2 U " gz m Q W � Z C a= �W Wo� 7 mi �3 CD ;o <OCD �t A a ov : C r ci rn N C� ct� N M r �_ ^^,, CVcy�l L6 Ln ° O M o F— O 0 N O J Ln N r N r o m Z O E O i/i N Z r° n E U _j Q O c JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. 16 UOO O O O 8F8-1B/1T 8F8-0B/1T ' o.o 0 o 0 0 0 0 0 0 8RF14-1 B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © O © O a lJ O ' O 8RF6-0B/1 T U : O, ' v a' e a• O O 8F20-1B/1T 81720-06/1T :0, 8F20-1B-2T O ® o 8F24-1 B/11 T 8F24-OB/1T T 0 O 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i � J w 8 F 16— B/ 1 T a CO � Z tNOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT f1c precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Moncrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6tebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7132 wire per ASTM A510. Mortar per ASTM C270 type M or S. A - A IN #5 REBAR AT TOP MIN. (1) REQ'D GROUT 45 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D— w w nUy �5(jx \ Qom =�WWW aW�V, p00Z � U) o LUU x N LL i K 1-1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM MIN. (1) REQ'D —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 . O Safe vertical load Safe horizontal load \— SYMETRICAL n (D) (D) nD (D) 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 n O E I I O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN. SYME MICAL N CIQ N O O K0"2 Mii ;I. C- C . .�" ao C. ors ' %i Ch f O O U zz - .� :4 L- -0 O n_ LLJ N 0 N 0 N N C. E NO ; * 12y,.01 STP,• '- � 'Z�J� ems• 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 E Q p N 0 # c0 N # LL W W Ma LLa.ro Y 3 LL ILL0. O = mcOg R t ma O W on r— W cn�pjO' a ZLL N r.NjZ dtOO pV c�ai Z W Ur z g Z n Q n N M N z ol � o (1A w g � a OLLJ $ X W z61 L U _ 0 Q o tNJ oco Mz w O � � ao �® Cl O E w0 Z I_U CL O a Z W 0 Qo W z N ¢ L4 • ro Ca z mp oa Z J < mo N o� 0 aZ WU o �— J a� i= p � VIA a 0 3 c o r u! N N 0 CN c6 CV s N Lr>M .� o N m 0 bo cM o n CN 00 c (� W 25 O � O � � N Lo co 4) N N r o N C) in Z Z d a U -.1 Q O JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. L 1 ■s 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, 6OR 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/fMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3• SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 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 Y" Y4 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C91 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 7' 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 STEELERECTOR. 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. IrriggatioNsprinkler systems including all risers and spay heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - Cpnrcrete overpotlr and mortar along the foundation perimeter must be removed before extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Imgatlon. 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. ■ C I N O O� N C'' iC �. r a 1 � iL CD L ,S _ T s r U � 0 N 0 N N N 50 -,3,7 ` • 4 / L' = :4Lw - Y •�a4 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 Engineers signature and seal. a W) W co - 8 a o � CS� Q •' G cod, *"a �Cryo u-a - aj a� V Y u- u- li z _ 0 5 �C 0 Z L 9 o� w 13J W CO m¢ 7" co 6 LL a N Cl) z q Ln 0 U U Z O ❑❑❑ W 0 V �' z z z � � N t2!D � m 1 X, 11 Q jr N fa 'n W � U,n 0 w s �N U = '® w x C) C) r• Q ¢ C oCD M W 2 J LJ- E 0 Q 4 Q d E O - w¢i� �® oa XV 0 00 Z O O N t<� a� gZ zo K� Ww rc� d- � C �y mo O� z ow O 40 W � S_ 0w �r LLW 2>g 1_. C) CD is 0 L 3 c o T > d' N � C7 CO r c6Ln N M ' C. rr IL1i n 0 m N OG _ M o 11`_� E-- OI N Cn J Lo r co N N o m N E Z c CD E c w c a U _j Q p JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. S N Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.811.7 3/4" or 7/8" wood panels Two 314" wood panels or 2 x _ 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 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O 0 0 5'-0"10 a - C7 STUB -OUT FOR 1,-0„ o 0 0 GAS METER 0 1 o 'n � U CV = • 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. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS FTOEUNA IL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). THERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IIsP 3" (1 iki) nails at R" n.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90* HOOK - BOND BEAM 11 cn w j STD. 90° CONT. #5 I HOOK BAR W� CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE PLYWOOD FLOOR SEE PLAN FOR REQ'D r SHEATHING PER PLAN COLUMN AND / i CONNECTION —/ i TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Q- Clinch nails when possible \ J y Tight fit L 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6r A 1Yz" ROUND HOLE MAY Jq6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Joist B aring Location Series Depth End Intermediate O BC15000s 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-$d BCI6000s®11-7/8" BCI 6500s®i 91/2"_ 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 1 14" 2-8d _ 5-8d 16" 2-8d 6-8d 11-7/ " BCI 90so �14" _ 16" 3-16d 3-16d 5-16d 6-16d 5-16d _ 6-16d J Plumbing I ---', I 1 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install light to top flange. I 1/4"-2" gap 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° p �depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS I 5/8"f1 THRU BOLT SIMPSC w/ (22) NAILS I TRUSS OP PLATE I.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 SLEEVE THRU STEM---'• ' SEE PLAN FOR—"•• • .. FOUNDATION INFO ° a.? d' STEM FOUNDATION GRADE ° A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ' • 0 REQUIRED) ) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE I"IInF7 \/CC]TInAI TLJnI 1 Mllr% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° � p PVC OR SCH40 SLEEVE r LUMBING LINE � d r SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d d ' d ►=1 I I— d ° ° d I SEE FND. PLN. SIZE & REINF. � '� O t` O c?) O �' to U_ 0- .r'- G ct .� N Q � 7 art` N C7 z m u) O O C V o W N 0 N N 7 �' sir�•��;w. �1' r�r 3750 t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W CS 10 a $4 V N O ai CU J U. N W to # LL W Ci to v L` a. cNn x ,4 r u:lfN le J LL LL � d Sao 19 S '@ N Z0 m 0 J _J W F Z ILW co CC)Z^ 0 MZ XS20 N Z 000�to W U z z N i✓ / z U .8 Q) LL W o p U O-� W $ c Y �N V) Cn I.Lr J F- c3 M 0 o w It M go o Z LL E 20 �� >� as a E 8 a2 ?® H � RYi oU zN ro gz �z �? r0 z o 2z Z J 'aW Zz 22 Fb W a� Ug lw Ire aLL yi rg c=7r t0 `� a 0 � zla o T 12 rn N C7 c>D l c6 N O T N— W � m � 00 M _ 04 � F-00 o OI CD M � � r 00 N N *— • E C O WZ Z O N E I_D m � a :3 U _J Q JOB NO : 21-17091-17908 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -z P') VARIES III t 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 J/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON W 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 44-'.. WWF OR FIBERMESH OR MOISTURE BARRIER > ROOF, SHINGLES TO _ e BE IN ACCORDANCE w/ ASTM m o - — u .. T? D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ ° -aw ACCORDANCE w/ TABLE _ R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) _ 8" RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d' 00 M C 00 6 MIL VAPOR > z -� BARRIER r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY ) STD. 9) HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS—[�.H.D. RECESS .7 z II �� /�uF� �ll�■ _ SEE A/S3 OR J/S6—`l I I II I l — I, I FOR REINF. INFO. l 3" MIN; CLEARANCE 1 ' (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING C EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCt BOLT INFO. (IF NO UP LIFT WALL SEE GGA *SIMPSON SP1 w/(10) 10d NAIL TYP. MONO OR STEMVI FOOTING MONO FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT • S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"*0/16" 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24' 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL 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 �2r� �� 6 x 6 W1.4 x W1.4 CD WWF OR FIBERMESH -\ / WWF OR FIBERMESH ELEV. -0'-31/2" �31/2"MIN. �31/2"MIN. 7 - 2x4 CONT-.-"A.F.F. O [ N °. e 31/2"(min.)-4" _ p e q -- —.)1/2"(min.)-4 I' _ — 00 _ ad C31/2-( min. - 4" GARAGE DEPTH VARIES° • — r 31 /2"(m n) (2) #5 CONT. 4„ " 4' 8„ (2) #5 CONT. 4" rr�-- GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT / I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION t #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK I I @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR �\ 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, - —_ ° e z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D e \ > FINISH GRADE w � 25"MIN. LAP [30"MIN. LAP] GRADE 60 MIN. F - 60ksi [ r ] 00 6 MIL VAPOR BARRIER _ u P e ° _ — _ °O " ° z #5 REINFORCING BAR i= ? ° — "'TrT� #5 I AP RPI ICF r COMP. SOIL. (COMPACTED TO ° e -- 95 /o MODIFIED PROCTOR ASTM _ -- —r D1557)- 4, 1 � FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min. 4 a A. A ' 00 a SCALE: 3/4"=V-0" GRADE T� #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT r M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. N M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAL4 Zi — Q INTERIOR a. . -31 /2" 4 . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB •m e0 E - N� I II I M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" REINFORCING•1 HOOM #6 LAP SPLICE NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOZ a BOLTS 6" MAXoEND OF 2" x P U o ° . w Ti wik�b, REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR _ _ & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & I CONNECTION INFO 2x4 P.T. PLATE O.S.B. COLUMN LOCATION i� I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE Cr j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 �-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN �CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, a °A 0'-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS I ©TAPERED COLUMNFRAMING 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (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 r, € • e A - - (2) #5 CONT.— ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 g I FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I EXTEND FILL CELLS c' TO FOUNDATION PAD CONT. FOOTING STEEL j j MAT REINFORCING. ' Cl) 00 Z GRADE;! LU - _z = • _ w f a w w Z 0 _ • • • • - Z LL- U ih M - Q _ = FOOTING U - BEYOND PAD REINFORCEMENT - 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 O O V-1 (� CC)N wCO ca u- (l _ r 4 C Z L) , Q � L r _ O O 0 Uj 0 (V N ,- • c�. 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 00 g8 � # FA 6 o Lx3Jau jw_ a LLLLa Z 13 -9 �0 'S ;; zP�=M8 0wOEliW O 10L A2'.JW a oZ Z N QU y ZN L) W ❑❑❑ z M z z a $ LL N N M � CD o a-J LU o a V OW �V) U) U L I U _Q w o < � o E O E w� Wo z 0s x0 oa U (O t-' 10 x. K UO op V z N ¢o Qo KH Ww U "m ma 2 oz zC y �_ vJ N J QW m 3 Frt 0 zz go W LLNW U 'ate 0 zIa 0 3 o T a; N I (� c� CD N o ^ o , r CEO M CNI O n�1 00 W O � N L>n o=O N o m Q N/ Z Z E O E m a U -1 ¢ p JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. S3 (MONO) \TYp) SEE ELEV. (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL �P) SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND/Ak FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL C. 926 APPLY LAYERS W/ 2x DEAD WOOD @MID " OVER FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2NESS 8LAYERS DRYWALL NAILS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM ❑ RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD rBLOCKING RUSS BOTTOM CHORD OR 2x4 CL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED11 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL ❑ O/C FIELD 'v Z ¢ (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ 2x TOP PLATE `n 1 PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16 O.C. (2) 2X4 PT STUDS UNDER HIP 2-16d NAILS @ 24 O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 1Odx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE () 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 MIN. FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD (MIN.) LMAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SEEA/S3FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILKE BEARING WOOD FRAME WALL j 11 11 " 11 11 11 UPLIFT CONNECT 5/ DIA. x 8 J-BOLTS AT -3/ 1-3/4 , 71 , AND 96-3/8 ABOVE GARAGE (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. SCALE: N.T.S. DOUBLE ')-A SPF #2 - -- - 96 3/8"CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 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/ SIMPSON SP2 w/ (12)1 Old (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +� STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW / ■1,8"STD.., ..: PLAN) IN OPENINGS " ' • "LOCATIONIIlI ■I IIII IIII�. _111lIOPENINGIIII ■I�III �i��� ■�lil ��II II IIl�1 �IIIII IIIII� TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. — —_ WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER 0 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12)16d NAILS 71" -- --- `' MOLDING ° ° • HTT4 w/ (18)1Od NAILS (3610# SPF) 2 ROWS 10d @ 3" O.C. (14 °� • HTT5 NAILS SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° °� ° w/ (26)1Od (4670# • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) 58" ---- - DOOR 48., SPLICE STAGGERED M� o o° • HDU2SDS2.5 w/(6) 1/4"x 21/2" SDS (3075# SPF) • N. • HDU4-SDS2.5 w/ (10)1 /4" x 21/2" SDS (4565# SPF) J-BOLT i � . HDU5-SDS2.5 w/ (14)1 /4" x 21/2" SDS (5645# SPF) 41 TRACK NJ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) 34" BRACKET G �� 10d @ 8" O/C • HDU11-SDS2.5 w/ (30) 1/4" x 21/2" SDS (9335# SPF) — — S • • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. 101, DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 6 3/4" ____ _ W/MOUNTING ANGLE / 4)16d TOENAILS TWO OP PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 31/2" ---- - MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 8 EMBEDMENT ''' NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM PLATE LENGTHS MUST SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. „ 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD MIN. 8 EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. O AT LEAST 4'-0" LONG. TYPICAL PI ' WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" O/C FIELD - _ - PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SIMPSON SPi w/ (10)1 Od NAILS AT EACH STUD BLOCKING (TYP.) Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS PROPERLY. S4 S4 S4 2x P.T. PLATE\1—ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX " UPLIFT CONNECTOR MCC SEE SCHEDU 4 OPENINGS LESS THAN OR EQUAL TO 6'.0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C ) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �+A KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 1Od NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED ATERIAL SCRAP MATERIAL— WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) 10 ¢ SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & w '- REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED 0 LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED :... 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW N @ 12" 0/C EACH FACE OR @R02WO C2FOR 2' z OT OR ERED 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1Od x 1 1/2" AT EA 'I SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED Ivs4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS @ 8" 0/C TYP. ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING BEYOND. o 0NIN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ 6 10d x 1 1/2" EACH () TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" 0/C FIELD S4 SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL g ..f: GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS (6) 10d x 1 12 • SIMPSON SP4 w/ GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. O,Q SPi SIMPSON SP8 FOR 2x8 WALL) SHEATHING Opp U.N.O. SEE N/S4 N�N( RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY MOUNTING BASE DETAIL ** HOLD DOWN • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a NOT REQUIRED @ PLATE) a . s BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL le"�() D PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY(0,R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION S4 5/s"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 ENO Ci 0 U CV N �m O L- Z 6-�� N 2 r. n O .O 0-° W N 0 (V 0 N_ N R� • ♦ J \J •• .� 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 hearing Engineers signature and seal. F p M $ 10 h ik N CS a Co Q cod' 7tLLa ni rn CL _ a Y Q �C', J LL LL it 0 ys L � S 2, W(S , -., ' a T a a Z N M Z E N O Z O U U YA 0 z N z - N N z -J t Cc f y W a j p� O W 8 �N � U L�j•. ' W z x � Q 0 � • e' S � c W Mz o LL E 03. zo oz• a� 0 (� C1 �' �O X U oa Up Z O E N !o °dWp �i a � °=� 0 <�Fo � x U Z Oz Z N J 7 m aw sz N oddo wLL �w W � o z CIF Mj c0 v z< a F °3 0 •0 T rn C :> L <6 I CV r W O M LO ,--- •� ° O o CN CM o � C)N J 00 L N LO 0o N N CV r r E 0 N z O rn E d U J ¢ p J JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. SIMPSON HGAMV W/ (4)1/4"xl 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--x\ 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°t 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ T LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS [ATTACHED EACH JOINT w/ 3 10d & () FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)1 d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING END W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7AHED ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS ATTACHED SNAILS 10dX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ 1 Old NAILS 6 O.C. @ 6 GE EDGES 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" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI DETAIL SCHEDULE FOR SHEATHING 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 7/16" @ 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 SCREED " THE 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 °� :::�I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO J MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/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 0 THE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od 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" rT GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Old NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. IN'S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP `' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ • WOOD TRUSSES OD 1 1 00 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4a 10d & (2)10d TOE ATTACHED W/ 2 -16d 4a NAILS @ EA. END AT EA. TRUSS JOINT n (2) 2 x 4 LAMINATIONS W/ (1) ROW �� �� a (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Old NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SSP2 w/ (12 NAIL AT S AT EACH STUDD () "L2 2"x8" " BRACE -T NAIL SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 10d NAILS @ 6" O.C. En ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR F 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" FASTEN WITH 2X 1 BLOCKING TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 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 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 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 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W `_BRACING wl (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.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" 010" - T-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 @ 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. qqq L 1 hk q1 gil 11 11 �I owa M� NOTE: ZTOP 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 @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION O cV N In x W_ Cis U_ (-L co c _ d > `,ter E C f' cA 0 0 - U +_+ ._70Le IZ — W 0 N N r:";:€Pry. Al 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 E °no % O 2 N n t; 24 8 O � J; 6 CI J LL Lo 0 -9 eo°� atLLa a rp n r'� E LL W_ mv Q d�[ ri a ( JLLf+-� 77 0 rn � 0 W. C� G wo m W 0 CP 'j - 0 Lo Z ENO U ZW N ¢ U _j N DO❑ V M M Z N M z z o Q J N E3 N Z�hh gC tl O a) U [] p U 0W W 0LU U � L c Y 0 " -o o W co o Z E E E 0 was i25° � _® oa f0 (� � U 00 Z— CD �z go Z N i �di E �0 xoLL h� z z`�� 0 J b fW N 3 g ao Nr W U 3� Z o LD� o cfl v A � o — o3 O •� T ui CD N 0 t0 N c.6 � O T W Im "� CV �O N E5 50 Mo cep O CD L'n N T OO CV a m O h 2 z E O U E JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUIL AREAS. FLOOR SYSTEM ER PLAN 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 FOR UNDERLAYMENTU_ STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8"THICK. = INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE JBARRIER ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 0 4"x4" INSPECTION PORT AT w a- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE _ c FINISH GRADE ao C'V ° . r- — •' Cl) — 50 6x6 W1.4xW1.4 • ° WWF OR FIBERMESH _ — d o 4. STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ,J REV.03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD I 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)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)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)1Odxl 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS 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 PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1" " " 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED co INSTALLED PER. MANUF. in SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 0 15/32"OSB �I EXPOSURE 1 x II SHEATHING x F PROVIDE 11 II BLOCKING AS REQUIRED PER II D II SECTION X-X IF i NOT FULL HEIGHT SHEET C II II i II II JI = Il- G FLOOR SYST M f(2)- 2x TOP PLATE BEYOND I T_ T _TII EXPOEXPO SUURR E 1 SHEATHING W F II II II x :7M SOLID 2x enIII BLOCKING @ ALL III II II II I C SHEATHING 0 EDGES (SEE III OPENING SECTION X-X _� Lu III C III x II II MW II IIF RP E 2x STUDS W III III II II II BEYOND. y SEE PLAN III I 11 II IN II II I o II Ll— LJ 111 _IL -1 —II A 2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1A/AI I t-1 t—%1ATIt1A1 r'%IAnr'%A11A FLOOR CONNECTION g 3/8" "S" =NAIL 3/8" @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S* 3l4" S 1/2"1/2" S` —112" SINGLE NAIL EDGE SPACING DOUBLENAILEDGE SPACING PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)10d NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS)0 SCALE:1 1/2"=1'-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 10'-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. ::X 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • •_ •. ( I I I I I—� �I I 1=Xl-=1 F�178"::r CHAIR)#5CONT. OMIN.311 8 8 CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 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 ���L�1►1:�1 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 J/s" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANX". i Q NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © 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. 0 < OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ui vi O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL JLu w LL 0 ¢ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F Q o S N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. r~n0 rnm LL ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (nW 0 0 MEMBER IF GABLE END c " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE OpFN�R�OR NQ SEE PLAN FOR REQUIRED—� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ 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 WWF OR FIBERMESH ` d' '. I-1 I I -I I I -I I°• III=III=1 ( I I I A :. = :. lEE �Ii=III i l-1 I I=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) 2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (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 OP W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" �+ ADDITIONAL INFORMATION. S6 N -C O N > O N r Cal (Q U- (Z r_ 0 - 0 0 W 04 N O N O CV ,11i1E ills re n• r4' 0 -k OF ell *.. 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. LO IW- o E a�o a O co8 N r v 0 G� Q •7 do N ik LL W tou?I.- 1-�' W a — Q JLLLL aa.. y'S 0 z Leg_ ° �i 7 'L- N (_0 x 0 J coW N � pj O' e a 'z LW rn Cl)ir(n0 aN Q UJrn Z O U ❑�❑ Z N z z a - N N -0 4.J 0 '9 4--' Uj 0 A U 0 g v1 c �(z U W 11r J �— E L c (9 Q Y r• Q 2!C-I> " o w aE E w� �® 2 . zV o E N °�= _° ° it i wz <gm= r� (n C N J ZZ z y' . 8 o Z z Q W zz 2 a " 8a _ gQ W-) LL �w o y z w'. �>Ir_ E � za o3 c o T 12 ai rn N (D CC> L� I c.6 N cM _ r /^111 W O uss � .� 0 N1 ca N 00 oro � M C^O o 00 ^�1 O N W N � a� N '— 0 E z c O H E z io a E U v (a � Q p c (D JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO. S6 (MONO) ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL \ CONTACT WITH LANDING / FLOOR / JOIST SIMPSON A35 OR / LSC EACH STRINGER 2x SYP CUT TO FIT BEARS IN WALL I 2xl2 SYP I BEARS IN WALL I I ALL STAIR STRINGERS 1 3/4 x 11 / 1 AND TREADS TO BE J VL 2x6 SYP / \ #2 SYP (MIN.) ` 2x4 SYP BLOCKING THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER (SIM SON MTS12 w/ 3/4" PLYWOOD NOT LANDING AT NAILED TO 5z / / AT STRINGERAND NAILED OFLOOR WITH CONTACT PO NTSUE / / GLUED (14) 10d x 1 1/2" NAILS) SHOWN IN DETAIL FOR \ CLARITY 2x4 CUT ON BEVELDOES NOT BEAR ALL WOOD TO WOOD D D WALL GLUED TO IN CONNECTIONS TO BE L I F 2x8 GLUED (PL 200) AND SECTION VIEW "A" SECTION VIEW "B" NAILED (MIN. (2)16d). SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER _ SYP FULL CONTACT WITH LANDING �— \ 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS /OE'� FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: 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 GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD / GLUED AND NAILED 2x� I DRAFT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE:.1-' = 1'-0" SYP 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" 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 \ 1 NOT TOUCH STRINGERS ' -'-2x4 BLOCKING FOR 2xl2 / —2x4 PT UNDER 2x12 ROVIDE MOISTURE ' \ PROTECTION LZATTACH ALL COMPONENTS / IR TO CONC. W/I" XCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2 T" TAPCONS @ MAX. 32" O.C. \ / TOP OF ' \ STRINGER / 1x4 GLUED AND NAILED TO STRINGER \\ 2x4 DRAFT STOP / 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH ' 2x SYP CUT TO FIT ' STRINGERS G BEARS IN WALL 2x12 SYP BEAR IE I SIMPSON A35IZ4 \ IN WALL � I 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = 1'-0" / 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS) 5 � � _ �' � "i '-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING -- H STRINGER 2x6 SYP / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT / AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — / AT STRINGER CONTACT POINTS SECTION VIEW "E" E SECTION VIEW SCALE: i" = 1'-0" On F F 2x4 STC 2x4 SCALE: 1" = V-0" NOTE: 2x8 \ DRYWALL STOP NOT SHOWN SECTION V'I EW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR \ PROVIDE / I BLOCKING oe F-1 2X8 BLOCKING FOR NEWEL POST j 7 TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION V EW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: i" =1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT .TO iISTS) NAILED AND i TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) H 2X STRINGER 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2" ►JAILS im \34D OR 346 2X BLOCKING RIS15e VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" >tio 0 Q C) N N m U_ ti- c:) :. Z U � C _' •-- a' 7F �- _ rt 0 N N N .•fit, � , • y;j.� s 7152K � OF rl 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. to W co F '8 cor` a �* O N N � J N O C J L� Q C10 N 3'k LL W M ynr� LL W na � y�v� uivYi airy JLLLL Z 0 ZZ vo 0 L c 0 f- �i ANCO m OJ -� Z IL L Lo coZ O N a 5 v Z ° " W 1`7 Z N z � ((l Vp Q — a U) to 8 � o 4-J v3 f6 w a Ow 9 �r~� N � to ro C) Lu J �_$ ' s c `n d Q Y m 0 N o W o coE go as Q o E (> oa CCS ro ~CL � o> U �F U lo �¢ Z O ~ °i dZ w ., D N c <i ` mo Oz z � a�i 'O d aw z z NJ a om z go a � a N F W � hLL F� =� _o Y �' J� O u � a= 3 v al< S c � T >� ai rn N U� cC> T O N I c� o m O _ coto CYi o F-- n' O C �+ N J Y / ` LO OO w N r T (0 3 O N 0 Z E m c a E ui U _j Q JOB NO: 21-17091-17908 SCALE: AS NOTED SHEET NO. *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING �-BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" 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. 3;"A TRUSS SSES (2) 12D NAILS —Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER N. W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. o •k 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 TB41 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2) SIMPSON SDWC15600 SCREWS PROVIDE 25" LAP ( @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W •- • f., • • • C ••- • • • - • - = GIs — • • ------ — ..__ z DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION aC� EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O SPLICE O O O O O 1 O O O O 2'-0" SPLICE BEYOND 2'-0" PART. ELEV. VIEW (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. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" D.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. _,---(2) ROWS OF 10d 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 t SIMPSON HGAM10 @ 4'-0" D.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 0810. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASONRY SEE PLAN GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 47.4 Tl1CNIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6).,162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 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 FOR UL-U905 (see sht 9) LOCATIONS) 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 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 I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TO AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X' @GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER—-,, 6X6 W1.4xW1.4 WWF. w U J a MASONRY WA SEE FLOi PLAN FOR MO INI STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IN. 2X4 #2 SPF P.T. ONT. W/ (2) a"x3" ITEN2 SCREWS @ i" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52N� SCALE: 3/4" = 1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD 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 '\',\—SIMPSON SCREWS 7" O.C. EDGES. 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 —EACH 0 BE NAILED W/8d FILLED CELL (TYP.) COMMON @ 6" O/C TO i--1x P.T. BASE NAILER ONE SIDE OF THE —STD. 90° HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 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. TOI? iSFiORD B DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) Z J �a U) N d :5,4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) LA II o (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND, 6 MIL VISQUI TREATED! SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE 70. PLAN SEE PLAN TuFoirwINDOW WINDOW PER PLAN 4 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE . z REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL JP OF SLAB 50 CV r 3 #5 CONT. 200' TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 F.F. VARIES WITH SITE GRADES SEE PLAN O 0 N �mX MU_CL Z � C �,. (D _f r._ v N-d :mod=�/��` v� A` n? N W I LJ Q - O O U .= -o t�a ,` 0 W >irl-+— N 0 N N ✓ N No F 3750 . ........ 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. S W #onoE na 0 -8N N 6C LL (0 C W N# W 7�; N (0nn'o U- W a a Y Q ysv a 0 0 JELL 0 -��, a r�a i o �o 5 6 04 O WN�pjO' a ¢ a '1 N M Z W to O LL a Z p V U y W aao � T z z (n N N z v 0 o 4 N LL � U � 0 w g �Ly N V)ru � co U � LLr ' J r r 8 �Q N sr o CjD w Mz yJ 11- E zo o s� < s 30 91O U t— rd w 2 0 <O R c"i O G W ¢ j 0 o 0d az N � � IT ao ado aw m0 � C � oz Z, z N N m W N �aZ a 811 w ZqQ o U J Z �w W 3� Jz E; o c0 wa Im >_ c°�3 o r In ai N 0 cfl CV r c_6 lln O W L6 IM o CN Nco 00 _T_O o 1 N J �n T 0 N r 0 m O w Z Z E O E M a Li _j ¢ o JOB NO: 21-17091-17908 SCALE: AS NOTED SHEET NO. D1 1 _ 1 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 e 2) SEALANT JO T 5) SEALANT FROMINSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED -71 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O 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 NAILING FLANGE WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER -1RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER %'N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-All PFR PI AN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER g' g IX a � a- a = W (� U LU w IY a °C W �° A U) DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 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. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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 i -- 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 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WCEMT. 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (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 AMINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 4 1 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w R t B 7.7.At built-in autters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER ater es tstan amer Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I I I p n ; I I I q I I I ------- i� i j ER STOP f NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster ... .-.-..♦.. t :• • • • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 caulk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N > tt- O O N M N QU n (6U_{Z -0 O Z .S -M � -..1 0 C*,,1 C W <,> .a? i : , < Q > (� J r T3:<.'.. 6 <•? =Ec tts O O < U > 0 LU > � 0 N O N N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co � (per{ tp Q Q4 N O J It- 0 in��v _iwa rNi v u_ a YXCo �nn 9U_LL nW 5 L g ;; �Z_/ iY = •, � V7 m 0 J W W ¢¢ d 00 a Z U) M zL (n O N a J U (A Ov Z ❑❑❑ W z2! z � ? Q a - N N z � � o �,LL Tl c m w 0 a U O w s I(� Ly N v I U 4i z� c co 1 0 02- a w Z M 4 a E LL c E ?® Q ro � �� WU F� C1 o f oZ 0 so 05 Z N �� �o s o ttz m� . C U US o Z Oz Z J Q W Zz N a Fm ° o LLNW a0 W yLL a z1a a� omi v 3 c _o T >� N C� cfl T 1 r C16 IL.c� r W O CV M N V T o M O o o ^, r _ M N o r--% O o 144, Lo N LS7 oO o N CN T r r O E O y Z C O y a U _J Q JOB NO : 21-17091-17908 SCALE : AS NOTED SHEET NO. WP 1Aounttng Braldwts (10 Gaugei 4112a x+112' x 2-12" �� �Q� 5r.ate"• w (May be cut to W) See Anchor Schedule Right Bfadmt (16 Gauge) 112"Dix A325 iTyp-) 14 Self -Drilling SCrlWS 10-5l811 A/C Unit Bottom Edge • Hurricane Strap (Typical:3 in front) Washers Front Cross Support Self-1 k)ng Nuts (May be cut tow) Left Bracket (16 Ga uge) N 14 Seri-Driling screwsThru Brackets & BackCross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spastic uls-A mun tesannswums arc paaaloW wads -6 Hluotsitmae Au Beat. Raised Sal thawing &vA" up" aqum fact wm•P�J`j Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.l oft 1&MI 220 FmOLss Rik PULL Riau gie 1T.p_e vwgl- Manufacturer CMsa rnatur a lleeaa ValMred By validated $Ld- t.d FRC ApprgnM Juppetwed ataloa Affiripthan 2020 Small Vent Products, Inc. Michael Graham Hermes F. Norem P.E. Locke Bowden P.E. 12J16n020 12/16J202o 12aam20 Appraed Cetegbry: Strudural Cemponsmr (877) 441-1366 PF-73778 (334) 300-1800 eubCdegory; Products Introduced es a Rewk of htbasmam-A.- New Technology Conpea es Methat Eegluetial Report from a Florida Reogered Architect are Liceraed Fbdda Professional Engineer liaa2 roductmen SeliratE�l[e1 a& AOorand ItiHVIU for Use Approsaditsrke l0)mus f!ffi9ttl Redw Y�a81v 1 $mnVer Mate) e154P510 Duel Function FloodendiVen fi abam Veal 121312020 Yea Yes N/A ♦1004100 2 F4mnVad Model 01540•dt1 Dwl Function Flood and Ventilation Ved 12131fl 0 Yes Yes NIA .1.100 3 a-rtVan Model 01540.520 lmis d FkXd Vent 1N312020 Yea Yon N/A .1001-100 4 Sm2dVart Moral 01540-521 Inwnted Flood Vent 1213, rdWO Yes Yes N/A .1004100 5 &nadVent Madel*1540-524 19aqud: Garage Door Flood Vent 12131/2020 You Yes N/A N/A B SmartVent Modell ai540.570 Vinod Was Inausted Flood Vent I21312O20 Yea Y. N/A +100A 100 7 amadvent Modal O'1540374 14.58quot Garage Done Flood Vent I V3112020 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d 1 1N&MI ) or 291 go DIN .Ponchild line Tea vane- Mrwrad.- Cache E-Insraucaue "Idsod air vWI".d Submitted d FTIC Amrwa Gov 1111am R"Wou 202D Drexel Metals. IN. T. shumete Zachary R. Paled L.odle Bowden P.E. ORMOM20 OW 2020 o0nW020 I WA20 Awaaad Category: Rearing (S02130&1511 PS-74021 (334) 300-181)0 WbCaepery: Meal Rooeng Ishurratecdnxmal.- Ca iallem s Method E.akrarion Report from a Florida R.0alamd Architect are Licensed Florida Professional Engineer �a wndal Medal. Ifm.Mera tram gl eaeta co a erI rIM oat. Awaited Inrou fat Use Aponl,yrlfr Uss g�gg IMDM pedw lusty l2eeu e 1 peel Mtld Roomg Syanms DMC 1DONS, DMC 15083, DMC 1755, OMC 2008, 171312025 Yes No NIA .04180 DMCSV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fop I or 3 Inrt021 CaG Ifth or one Iota Date PenaM Iota ZM Version ! SUY�emu ed Fsr & 1-1 Validated ON l(gllg Submitted FOC A -,,,I Shbm R.A,W 2020 Therm -Thu Corponbon Sam Jaspenan Lyndon F. Sdunkk. P. E. Ryan J. 10ng, P.E. 07n3n020 07/12/2020 07292020 1011342020 Apatwad Caagory: Exterior Doom, (800) 843-7628 PE-43409 tttoj7876556 atbcat.pm Whiling Erma Door Anaroa.a elsapasonQmemaw.co Compare. Malhod: Ev a.tlan Repot tan a m Flaitla Regletero A chitad or a Licensed Florkle Professional Engineer - hoduct Modal. Wmbr or Nerve $) ,I.�Ig71MD Duallylka9urance C_:ssa aadnrMlal Dale A9moytdlorUse Apagvad In MM outside for Use immm Resislart Duashon 1 e. Theme-Tru RbarGassio and Smooth -SW Nominal ".930A &w tlmpd8gwt; Opaque 1213IM21 No Yea Yu WA Composite Edge Fbargus Single Door Ilnswng/0u[hehp: X configuration) 2 b. Therms-Tru Fib-Claesk and Smooth -Star Nominal 680139A WcOmpedbgwt: Opaque 12/31 n021 No Yes You WA compeste Edge Fbrgless ShSk D-,ft 9Nerte(el Onswha Wswing. XO. OX a OXO confipum8ero) 3 [.Thermo -Thu Fba-Desk end&-th-Star Nominal Sba39;9&4d; lmpea&qua; Op. We 123ifM21 No You Yes WA Canpoake Edge flbraleae Douse Door wan or dhout Silanes lie-hgrOulswing; XX or OXXO -11guranm.) 4 d. Then na-Tru Fll,,Clw,l, and Smooth-3tar Nominal 8&039;0 8quctimpsd&gwt; Op. qua 121312021 No Yea Yes WA Compost. Edge Fbrgeae Single Door Ilnawingoucnahg: X ccndgurabor) 6 s. Therms -Thu RberClssk and Smooth -Star Nominal 8&Ng;o A*dI;lmpad&quot: Opaque 12212021 No Yes Yea WA Composite Edge Fbrgecs Single Door with skreadsl Onswhp/O.Iswin9: XO. OX or OXO 'flouratons) 8 f Therms -Thu Fiber -Claude end SmodhSter Nominal 8&%39;o &gteklmpeabquok Opaque 12t3V=t No Yes Yes WA Camp"".Edge FbagDouble ese Door with or without SdMtes (InsWoMm ring XX or O)= -119 rangns) 7 g. Thome-Tn Fib -Close and Smooth -Star Nominal 6&X39;1 &qud;lmpd&quct Geese 12W R021 No Yea Yes WA Canpaske Edge Fbarglase Single Door (In-Mo'WthNng; X-figumbanl 6 h. Thorn. -TN Rb-Clm is and SmodhSnr Nominal 6&039;6 &qud; Impa.Mqual; Glazed 1213121121 No Yes Yes WA Umposte Edge Fbrgass Single Door with sdeRe{BI Onaw1n9A>Wsw4ng: XO. OX or OXO condgurdion.) 9 L Themna-TN FberClaetlq and SmodMSer Nominal 68le39A 8quotlmpatuAtot: Glazed 12131 M21 No Yes Yes WA Canposte Edge Fiberglass Double Door with or edat Sideetes (hswhg'Out.wing. XX a OXXO CaMguraaons) Gudltw ,e AMneradfor Use Apormilfor Use NSSW gem 19 n Cnrfraad..alM 2M toWIS gaI&ia&m� edlidiet Eataln 12 I, Themes-Tn F ml lesdc end SmodhSter Namhal 4&MI) Bgnotlmpecil : Glazed 12012021 No Yes Yea WA Composite Edge Flberoeea Oquble DoawMh a without SkIM. ihswhg/OUNwing; XX or OXXO bamfig.ragan) Ronde Deparlmerd of Business & Professional Regulation Pays I d1 Building Codes and Standards 1�2021 Product Approval Application Detail Willi SagbL9[ � � out, P-its- l8a 11M Vep9n Manufacturer conned elMa)tr a urkrMt Validated err Vellulded aubmmtw FaC AMFWM ADDIOVW Ron ROOSW 2020 PGT industries Jan. R-row Mahe -Dade SCCO-CER Mhml-Dade BCCO-VAL 1IA92.020 10262020 1/242020 Approed Category; Extrla Der. (941):4860100 (786) 315-2590 auhCMegory: Eking ExMla Door Asstnbles Iro9ewsklillpglmdusMeac, compliance NdhM; Carnlceson Men or Latin L66aaaagamm Approved fee Usa Imps( gwm inB Redact Mott. raeMrairma �t t Hyliz ! laselient PGeLItt 9 SGP5570 (Large M.W* Impact) V.A sides Glass Door 04M42021 Yes Yea Yes WA October 9, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Cagle Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON-IMPACT)l FL20461.1 +67.0/-67.0 psf 12/31/2021 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne-Dafton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 sf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75a0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29V2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft' Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N(A 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2021 All American Shutters & Glass Galvanized Steel Stone Panels FL17869.1 NIA 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N(A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation P.O. 1 d3 Building Codes and Standards 117r2021 Product Approval Application Detail aak ugly eat Butt 20 Des Pe ndM eta I= V-d" mamdsblx, ;am= Paeas"ur�n validated Me YAW" , FINICAo� ol A-vad man R.Y(slan 2020 Thermo-Tru Corporation Steve ws)ween Lyndon F. Schmidt, P.E Ryan J. Nang, P.6. 0721020 O M22020 07292020 10V132D20 Apawed Category: Ertalar0- (800) 043-7628 PE-43409 (813) 767-6555 atuaCaftery: Feergh" Esoor mHle lerWOAseeo eiasprson@thernlatru.co Cmplla ce Manned: EYaludbn Rupert tom a m Florida ReglateredArchitect or a Licensed Florida nownfiLmakm Professional Fawnan 1112.1f Pn Ald MtWeL tArbror Naar $g 9llgD Aenroeadlorlse AOpowd Oublib Its Ust MVIIZ know Iffy brat 1 LTntnrm,Tru Fiber-Cleasic and Smooth -Star Nominal (bR39;8&gq;hpo&quot Opaque 12012021 Yes Yes You WA Composite Edge Fiberglass Singe. Door (hwing/0u1sW erg; X cm19-flon) 2 b. Theme-Try RberClesii-lad Smooth -Star Normal Q"39:88gpq4hp.d&quol: Opaque 12J312021 Yes Yes Yee WA Carpoelte Edge Fiberglass Single Door wkh 8delte(9) IIMWIIgK)MsdnO: XO. OX at OXO Nongurdional 3 c. Therms-7m Pber- laW. and Smw6,SNu Nomhd 881039;8 &quo; r%uKxl t Opaque 12612021 You You Yea WA Composite Edge Fiberglass Double Doe wth or wand Sdtltes lmamnWOutswinn; XX or OXXD g whatlanai 4 d.Therma-Tru RberdeWc and Smoc#-Bar Nominal 8811119O 8Wa:trpadaWok Opaque 12rA1ng21 Yee Yes Yes WA Campeau. Edge Flbarghe" Single Ooa I hwAng IDtft. lag: X cal19unnmt 5 e.Thcmm-Tru Fiber-gmsle and Smooth -Star Normal 8039.M&Wd;Mpsd&qud;.Opaque im112021 Yes Yee Yn WA composite Edge Flberow" Single Door With 81"Ire(s) NmWiogoaarirp; KO, OX or OXO confgunlions) a L Themu-Tru Fiber -Casa, and Smodlr-Star Nominal 8811I19A&Wa:Mpaabpunt Opaque 12012021 Yes Yea Yp WA Canp"to Edge Flberift" Double Doenwih a with cut Wastes (In"nWOuts.ing: XX a OXXO a08ourdionM 7 a Thenlm-Tru Rber-Clew c and Smooth-SUu Nominal 6"39:8 hgl m1migaa&qutx Glazed 12012021 You Yes You WA Ctmporke Edge Fiberglass Single Door (hwa,g7Qrtsw1.9: x-11guradon) 8 h. Theme-Tru Rorer-Classicand Smooth-Ster Nominal 68e39:88gsq;n"culeNot Glazed 1213112021 Yes Yes Yea WA CWV0440 Edge Fiberglass Sleds Door with adowa )(1-winlyal seiril; X0. OX or OXD callljurdlon.) 9 I. Therms -Thu Fba-Castle and Smooth -Star Nand 81144M:88qud:Frpad&qud: Gleaned 1213112021 Yes Yea You WA CampWte E094 Rberglaes Doubts Door with or without Sldeltes (Inewln➢A3utewin2: XX a OXXO cxnfly rtllonei 10 I, Therms -Thu Fllo-Cl sale and SnaotA&ar Nadntl 841139V &gaa;ampad&qua cleared 12131lM21 Yes Yea Yee WA Carpoats Eoge Fiberglaes Singe Door (hswingl0ptewllg; X cmlglnnon) 11 it. Theresa -Tr , FDerClaaaic and Smoadretar Nomind 88010.0 &glgyhpa&gtd: Glazed IM112071 Yes Yee Yes WA Composite Edge Fiberglass Singe Doer With StIOW.) (Inewl.90d.airg; XO. OX or OXO eanlpurMlonew 12 I. Thane. -Thu Fba-Cl a is and 6npah.5r Nominal 88b391.0 &quq;hrpact&quot Glazed 121312021 Yes 'Yea Yes WA Composite Edge Flbergess Denote Door with or with wit SMNtes llnewingff)uts4ing; XX or OXXO aarrygunhions) 13 m. Theens-Ton Fib -Classic and Smooth a. Nominal Sa*39A 8grd:1ryed&quat Opaque IM112021 Yes Yw Yes WA C. vodt. Edge Fibrgass Single Doa With &qud;Norrimpedilqud; Sldtltak i (hsMngOutsw'l"Q: XO. OX a OXO c-1 ipmadorns) 14 n. ThTn Rb.,Clessle and Sn.d eme-h-sear Nominal Ninal SaXN 88gad;hpedagnat Opaque 12312021 V. Yes You WA Comps -at. Etlpe Flbergnes Double DOawilh 8qud:N1rl-Impaa&qu9t Sideltes Onswino10u1941ng: OXXO comiguraft) i5 o. 7hemm-T7u Fiear leaw erd&nodb•Stm Nemind 8&NMOdgtq;trpad&Wot Opaque 12/3112021 Ym Yea Yee WA Compost. Edge Pibardees Sept. Door W kh &ql a:Non.lnpad&qubt Sdtlte(a) (hsatnsfOulswllg; XO. OX or OXO cmilgiuranons) 16 p.Th.-TN Fib -Classic erd&ncoh-Star Nominal 816ee39U&qud:krpad&quot Opaque 12/31/2021 Yes You Yet WA Car"I"a a Edge Fibergam Doubt. Doan with &qud;Nan-I pd&quok &deltas On.W.wp Oulswina; OXXO canagunticn) 17 q. Thsam7ru Rber-CInslc ard&mooth.9ar Nominal 8d499:d 8qualMn-unpact&qud; Opaqu. 121312O21 Yes Yes No WA Composite Edge Flbrgle.a S.GIe Door (heMngloutsakg; X confguration) 18 r. Thyme-7+u Fhb-Gribk and Smooth -Star Nominal aad39;8&qud;Nm-Imp.diqud; Opaque 121312U21 Yes Yea No WA ConpoYt. Edge Fiberglass Ong. Door W in adel9e(s) (Insm"90011"19: XO. OX or OXO ctgtpurdlans) 19 a. Theme -Ton Flow-Geselcend SmodlFSnr Nadnal 88a39;88dpa;Na1-hrpset&WO;Opaque 12012/221 Yea Yes No WA Compodb Edge Fiberglass Daubl. Dour with a without sdettes Onerringouttwing; Xxa OXXO consaftions) 20 LTbenn.Tru Flba,Cla.ak and Smodh4tar Narind e&,M.Q Squd:NarirnmeoUwa; Opaque 121.312021 Yon Yea, No WA Carp.a t. Edger Flbergbse Slagle Door thawlnWaDutswim; X carfpnton) 21 u.Theme-Thu Rber-l..1, aN1 Smooth -neat N.. eeass A&qlmtNmImped&grd; Opaque 12W2021 Yee You W WA CanpoYte Fable Fihergir. Single Door Wm Sdd&rs) (InewhrgaOaseire; XO. DX or OXO Oon/W Mlond 22 v. Thema-Tru Fber-Classic and Smooth -Star N=B1=0&MOtMon-ImpedlIqua: Opaque 121312021 Yes Ye& No WA Composite Edge F9ber6ba Double Door with ar wthout Seattle. Ilns.truyWfswlnp: XX or OXXO canhgtustlmel 23 w. Therma-Thu Fiber -Classic and 9medh-Sur Nanned WIN.$ S pd;Nominpeetdqud: Gleaned 12/312021 Yes Yes No WA Compost. Edge Flbaglaw "St. Door (hsonarouhnoing: X cmfgaratign) 24 X. InIxuaa-Tim FDerClastle and Smooth -Star Nminal e&1XW;8&qua;Na"AmpMtilquak Giseed i21312021 Yes You NO WA Composite Edge Fiberglass Singe Door W th Sdtlta.)(ImemouLi xialp: XO. OX or OXD configurations) 20 YL Therua-Tru Fber-CYnslc and 8moom-Star NoNnd 68#39:8"otAor-Impacc&quct: Glazed 12131=1 You You No WA Camposa. Edge Fiberglass Double Doorwth or with A Sdeltes Onswingloiltwtln9; XX a OXXO culibutatlone) 26 z. There-Tn Finer -Classic and Smoca"ar Narind 88ACgA "OtMah-Impact&quct: Glared IM112021 Yes Yea No WA composite EOga Fiberglass Sngle.Door (hswinglotdswb :X emfge M) 27 m. Thama-Tru Fiber -Cluck and Smoogn,%ar Nominal B&R99A&Wa;Noh-Impad&WcX: Glazed 121310021 Yes Yee No NIA Composite Edge Fiberglass Snge Door With Suss i.ls) (Immingoaawing; XO. OXa OXO emhguretione) 28 eb. Thamm--t. Fbr-Chad. and smrodh-ster Nominal 898119.0 8cNa:Nan-IRpaq&quo: Glared 12MI2021 Yee yes No WA Cerpoate Edge Iihergles. Doubt. Door wth a with out sdelkee tlnevIngioutaWng:.XX or Oxxo apfigurotions) Florida Department of Sua11ess & Professional Regulation Staling Cores and Standards Product Approval Application Detail Page i a2 I P.=l Gaga l nilh(rr ITeta law Data BeOar lira ]irgt Y,-W- 1 %Ptat Enahrr&utuaat Wildeted err ,d ilia W FSC Awro.A, , Rel4alon 2020 Thara-Thu Corponeon Stave Xperaen Lyndon F. Schmidt. P.E. Ryan J. peg, P.E 1OM312020 07/122020 D7A02020 10/132020 Approed Categal, Exnelor Doom (900)843-7628 PE--43409 (813)76?-SM5 S bCangoay: Swinging Exterior Doer Aseanbtes sJ9apasal@mermBfiJ.co C.erpllamu MYhock Ewknam R.pat torc a m Fluids Rystered A and d or a Uc n"d Florid. Prakesiond Engineer SMAWAMUNM h0reaselfrues Amprovid ficar the flaw 1,,In au Pretludaaarlal. eAwhbrxl4aeProduct Danarkallon, .Ea In IdVHZ Outside HVHZ lAA= Psenr 1 a. reetma-T)a FberCasslc end SITKZ tar NaNnal 68039;0 &WotNon-Impacl&qua: Opaque 12(312021 No Yes No WA Canpctlte Edge Flbergass Single Doer Onswinp/Olnswirg; X configuration) Florida Department of Business & Pmfeaslonal Regulation Building Codes and Standards Product Approval Application Detail Page i a l&=1 r.901 Entilly or ad, mm � Contact En & Licom, Validated i Pd aSB� . RW.faien 2020 Ml Windows sad Doors areal ailing. "is Roberto Lamas Steven M. Uri h, PE 1000111" 10/40020 10/192020 12MSM20 ApprmW od.9or : Rdemor Dears (717) 365-3300 PE-mi 4 (717) 317.8454 "Catagmy: aides ExlM Door Ancumakes baldhger@mMM.can Crnpisnce Method EYaNadcn Repot tan a models Registered ArchBecl a. U-sed Florida Prdaeatonal E.*.. AA"FrW.a road. ta.ner a won. gip Qgolzad.B Us, 1, HV T. Rum" EMMM 1 9ERIE9420ALVMINUMSGO SERIES 42CALUNUNUM SOD OXO 12012D21 No You No WA 14531"quotXW&quo; NCN-REINFORCED 2 SERIES 420ALUMINUM 800 SERIES 420 ALUMINVMSGD OX XO-XX 12l31n024 He Yes No WA 98&qud;x80&quU, NOWREINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42CALUMINUM 800 REINFORCED OXD 12/3112024 No Yes No WA 1453"Milot.awthe: 4 SERIES 420ALUMINUM Soo REINFORCED SERIES 420ALUMINUM SODREINFORCEDOX IV312024 No Yes No WA XO. XX9%q.a:X66&quq; 5 SERIES 420ALUMINUM SGO REINFORCM SERIES 420 ALUMINUM$GO REINFORCEDXXX 1201/2024 No Y. No WA 143&qual:x9S8oqud; Florida Department of Business, & Professional Regulation Building Codes and Standards Product Approval Application Detail Par 1 d2 10=1 Dta ➢dui nikewsga Bic jirpE Vereftlil IamllstaICB Vjtdahid SUINNIfted FOCAssond aaeroved P ROMMM 2020 Wayre-Oeson,a dvidon of Oramead Door Deep. Kaelsh John E. Scenes Ju" P. Ammon. P.E. iDM22D20 092g)2020 10=020 12MWX20 Approasd corpo llkn (330) 763A121 PE-51737 (904) $21-5200 Category: Extemor opera dk x msh4 Wayne -daft. SuaCdagary: Sectional Wrka Door As.arWlas Om compliance Method: exaludlgn Report frern a Flodds RillsteredAvohtect or a Licensed Florida l.L.GglLgt4 Prgessional Engineer ate e P oduct Model Mtmhr a faun $Isift Assurance, Appeased for Uss AMre..drath. Predict Desersition C ybact 10oaratlda Hale lin HVHZ outmebIpQjj bkned Imo[ 29M line 3 8000beiDM200 01105 U#U: Max wish. 14dd39: Ma height. Gsxln9 12131=3 No Yea Yes +31.00,L35.00 evallable In top ainlemetllate section. 10 8000/810018200F1123 188t39: Max wMth, 148a39. Max hoot, Glazing. 12fJ72023 No Yes You •30.%133.50 awl"I.In top or IntCmxdlat. Section. 11 8000181OO/W200.1124 ISMS; wish. ash. 146a39; Max height. G ruing 12/312023 No Yes Yes -34.4043b.W m.fesle In top a ht.medW* sedan. N N to }. L Q O 0 f` .� U -0 O CL Cf) V 0 C 0 5. o CU O can LL O CU .Cn Cn v -v � o CD Q Z Z W J 9( \, W quell tie QQ (M N `V X w4eer CjseoY CU (>3 M C -0 .i E. d Q O ((^"1 / N N � S f1 Q > r _ ;__ C QC fn o a. W L E CC 0 O CL L U 0 W nor W CL o C5 w� Q W z aJ Z Q J SHEET NO. PA 1.0. +r Florida Department of Business & Professional Regulation Pelletal Flofide Department of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation Page 101 Florida Department of Business & Professional ReguaDon Pye i al > jr- Building Codes and Standards tr=21 Building Codes and Standards t&M21 Building Codes and Standards I6ON Building Codas and Standards Iarm 1 O tom+ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L Q O � ICU £ffit angry a Bate Art Dan PYidm Alt Ssdt Outdo or am 291 Fats ttadm Fac AmrmY lIt gob P ikon Alt ads Data Road- edit am tlmb ror ➢lit ALL lima Alt W JIM YMAM Mamdetrmnr. camid andrwra Lir . )(y�yp•� yROM= EWARCOU � 1tNILL ]}rg Version Msnur eturr � �auLL� yi�9( t1wood $ fire y�gp Manukmrr i�tlfs l�iuramt YN�L�t YtaLelai PaC Amrod Apgyp3Lsi ALBa Iyaa Yemim tfafJatr�C Surd EndrrraLv a madam c MUM LODmW FBCAmrowl A,,,v d Rom ♦t'o •/1 U v+ Revis)rh 2020 Curries gvislof ofAADG. Inc. Tom ROW UL LLC Troy Bishop. P.E. 12Ma2020 12012020 124212020 Apprradd Rwtelm 2D20 MI VAndmit and Doors &et Silitngr Ansialml Architectural Sewn M. Utah. PE 11117/2D20 111171Z020 11272020 Approed Amynoapp 2020 PGT lnduairkes Jane Roaowdd Merd-Deda BCCO-CER MImFO.de SCCO- VAL 111062020 1IMM20 11/1112020 Approrod Revision 2020 MI Wndors and Dora Breen Stinger Amencan Arehtedural eleven M lAioh. PE imar2m iogwo20 10n92o20 Apw-.d /1� Category: Eleanor Dona (941)494-2813 (954) 9474O Canpoyo windows 9717)3e53340 wnuhchees Association 171713174454 Cpaaory: Wndows (041)486.0100 (786)315.25M Category: Windowsb Windows (T17)365.33DO Meauclurra Asscclen848 on (71T)3/7.4 CV fR V N SAICUt"Oli l Fxtenar DoorCmPmwrds tvn.reas'a nahiq.w subcategory: Single Hung CorrpOana NaUrod: Carsioation lydn0 hsRinpr,Qrtgwdwm BAbcd.pory: Sale Hung lresonNQppindurMeac MbCCagoM Hatratal Sedr CoMethod nw bsfilgerQmard.crn Ceepdarl Mothod: Cw Modw Mean or Using inCaNnpOaraa Monk a Method: Codification Mark a Lhnng rev wUst mpltann Cwft Malls ng O � �♦ �eeMr� Amruvd for lane � J� p..ak � 2 � 1i 2 Roduet Mae. faalbM r NomaFrodixt 186 SH 11kheirrhation Contract blotration Date 52x72 Flaflange Frame IGS1202 G Single Mute +OAe3- In HYRZ outdo.kiwi w Yes Rader nt No �"40 ruma4m Amva reetriha NMML Willing ,eta.- nudity . md ADOfr Wa Aegraad fa Use It Dedw 0 O Ca. giliftAliasnanche Actrionedfr Use Awroved for Use � Laminated Gless Data Pressure 14ntd a9 YamI. leAAhr orName ZmMffL2Run &Mypd hiblm 0 am Product�dMD r in NVKZ 2AMMl )ttii tilNde t Blain aw Product Node. Instantor Mary Product Dinierlodoin ConwM baralm rLMbmi His1i titer real m Am 8leltled P,-, ^ 0 1 807. 707, 727, 74 T. 757. T77, and 847 Single end Pete of F1om. UUnd. and Louvered single end Pain or 12011a Y Yen Yes Yes WA 2 8115400 (Large AMete Impact) VkV single Laing 4Mnd- 072D2025 Yes Yea Y. 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Professional Engineer Prdenirial Engineer Fiodds RegisteredArdhlhiet or Utensed Fiodde _ -rittwo4trE Plreei0nal Enema fib QuW]kw Assurance Amrovd f L%, Amraved for U, Initial DW- - AgesolattilLitak A,revad to, Ue !agol 21= seas Prom YodlL m bw w mil 9LYltadas2oMM eclon S tlm>?Mt Ao,r,Yi.for .Lk, A-r,,M.for riAl fMleg. 17eelm In HVHZoutdo1085 t PleaKe 23iB7 - ftl - Conrad redeem ode it, HYRZ Oddda HVHZ radwort lam, gram D Imll" I, HV♦1Z Sa tside, HVHZ HWdent a 1 MW SCGRAlpim Higher Stanpm (H &amp; a) Metal Cameetar Plot. 121312024 Yes Yes MIA WA kong r� 1 20 rage Galedzd Steel Stone P naI.WVHZ Ctaogetd GaMnlaed Ell &run Panel ralirrd 12131RMI Yes Yes Yas WA 1 241p G"Nzed Sled Soon P nals 24ga GaIn dead Steal Storm Panes 12J312021 Yes Ye Yes WA 2 rrW BCGtApm Mines Rate Metal CGarmmotpt Pleb t 2A12024 Yes Yes MIA WA Am Prod. YdN. 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MT18 to go. tmdrpna us cona122t2022 Ye veer NA WA C ^ O 7 TL20. MT20 20 gs over annear Out" 12t312022 Yes yes WA WA � U ' CIO V ) Q N� •c m al Q O 5 �` W z WQ a,ac G Z o 00 Q V LO CL 6 A W 1�•, SHEET NO. PA 1,1 tr ru��t�lr i Simpson Strong -Tie 2020 FBC Approved Products Updatedl2rOMO Fa drect Inks to ell SST approvals listed below, CLICK HER IN For additional Information regarding Florida's Statewide Product Approval System and MamH)sde County Notice of Acceptance INCA). c_i rr_K HERw FL#2W6-R7 AW Product Model. Number or Name Product Ds8cd2g 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLt*WO-R8 AW Product Model. Number or Name Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Dr" SDCP Timber-CP Screw SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo lead Screw 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25800, SOS258M 8 SDS251128S, SD825200SS, SDS25212SS, SDS253ODSS: SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw, 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong-Drve SDWF Floor -to -Floor Screw FLOM0007-RS Sea >r Product Model. Number or Name Product Description 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 2 ATUO5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BPI/2, BP112.3, BP5/8-2, SP518.3, BP3A, BP314.3, BPRTUD34 Bearing Plates 4 CNW318, CNW112, CNW5/8, CNW3/4, CNW518-1P2, CNW3/4-5/B Coupler Nuts 5 CTUD55, CTUD65, CTUD5e. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUO98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD36, RTUD4, RTUD4B; RTUO5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW35 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URSB 314" Uplift Rod Run Tiedown System FLS10441-R8 E Product Model. Number or Name Product DMirlotlon 1 DTT2 Hold-down 2 HDC10/4, HDCIO= Hold-down 3 H008, HHDQ11, HHDO14 Hold-down 4 HOU2, HOU4, HDU5, HDU8, HDU11; HDU14 Hold-down 5 HPA28, HPA35 Strap style purlin anchor 6 LSTHDB, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap atyle purlin anchor 10 PAI18, PAI23, PA128. PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHOI4RJ Strap -style hold-down 1 a Simpson Strong -Tie 2020 FBC Approved Products Updated12rOM20 For direct Inks to all S8T approvals listed below, CLICK HERE For additional information regarding Ficnda's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), 21 LB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 5-3/8" to 15-18". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3J16" to 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 6- 718" and heights ranging from 9" to 33-IY2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1r2'. 25 MIT series hangers Top flange hangers available in v4dthe ranging from 1-9116"to 5- 1/8" and heights ranging from 9-1 /4" to 24' 26 PF, PFB, PFOS, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-318" to 7 118" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in w(dths ranging from 1-9N6" to 7- 1/8" and heights ranging 9-1W to 32". FLaN0860-R6 Sea # Product Modal. Number or Name 1 ABA44;ABA44R,ABA46,ABA46R,ABA86;ABA66R 2 ABU44, ABU44R, ASU46, ABU461R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ASW44RZ, ABW46Z, ABW40RZ, ABW66Z, ABW66RZ, ABW7.7 4 AC4, AC41R, ACE4, ACB, ACBR, ACES 5 BC4, BC48, BC411, BC6, BC6R. BCS, BCS2-214, SC52-3/6 e C844, C646, CB48, C868, CB68 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ86-SDS2. CBS086-SOS2, CBS088-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SD32.5, ECCQSOS2.5 Series 10 CPT44Z, CPT887, CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44,LCB66 14 LPC42,LPC6Z 15 MP844Z, MPB86Z, MP888Z 16 PB44, PB44R, PB46, PB66, P866R 17 PSS44A,PBS46:PBS66 18 PSV6, PBV10 19 PC44-16, PC46-18, RC48-16, PC64-16, PC85-16, EPC44-16; EPC46-15, EPC48-18, EP06416, EPC86.16 20 PO4Z, PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPCBRZ, EPC8Z, EPCBRZ 21 PPB44.4Z; PPB44-GZ 22 RPBZ FL#1081l Sea # Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46.8, 01-146.8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68.5, GH68- 8, GH610.6, CH61M 4 GLB5A, 01.135B, GLB5C, GLBSD, G1_87A, GLB7B, GL57C, OLB70 5 GLBT512, GBL7812, GLBT516, GBLT616, GLST520, GBLTS20 6 HGLBA, HGLBS, HGLBC, HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPIOSOS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.114" to 9.112' and W2 ranging from 35/8" to 7-1/2" Screwed column caps with WI ranging from 3.114" to 9.1/2" and W2 ranging from 35/8" to 7.1/2" Concealed Poet Tie Base Embedded Post Use Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Past Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plata Heavy Glulam Bearing Plats Heavy Girder Tiedown UniversnIFoundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 1N302020 Fa vireo Inks to all SST approvals I.dCd below, , CLICK HERE For Motional Information regarding Florida's Statewide Product Approval System and MsM4)ade County Notice of Acceptance (NOA). CLICK HERE. FL(It10446-RS Al Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, AP844R, APV866, APSOSR, APB88, APB88R, AP81010, APB101OR, APV544. Outdoor Accents Post Bases APVB44R,APVB86,APVB66R,APV888,APVBBSR,APVB1010,APVB1010R 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVOJT2R-6 5 APHH48, APHH40R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 8 APL4, APLS, APT4, APTS, APV1_4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAi; GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H1 OS, H14, HGA10 HurricaneTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KSS1Z Knee -Brace Stabilizer 20 L30, LOU. L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L650, LS70, LS90 Slarwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2SL2, LSSJ28RZ, LSSJ21OL2, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSRI AI, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 25 LTP4, LTP5 Tie Plates 27 ML23Z, 1,111-242, ML282, ML28Z; ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Rod Boundary Clips 32 RST-3 Rod Tie -Doom 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tle Connectors 34 STC; STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sao # Product Modal. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1,81, HHRC44, HHRC5.2513.25, HHRC5.37/3.1Z HHRC68 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU25, LSSU28; LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THA11.81/22, THAl2.06122, THAl2.1122, THA1222, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 112MQ020 For direct Inks to aft SST approvals rated below, CLICK HERE For additional Information regarding Florida's Statewide Product Approved System and Mane -Dade County tiotiCe d Acceptance MCA), CLICK HERE. FL010466-R5 AMI Product Model. Number or Name Product Description 1 ST, BTB, BTH BrickTles 2 CMSTI2,CMSTI4,CMSTC18 Coiled Strapa 3 C514, CS16, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Saud to Plate to 7 H1, H10A, H2.5A, H3, H6, H7Z, His, H16S, H16.2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 H$24 Hurricane Tie 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2.3SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ1SKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTA12.LSTAI5,LSTA18,LSTA2I;LSTA24,LSTA30,LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTS20, LTB40 Bridging 18 LTS12, LTS16, LTS16, LTS20 Light Twist Strap 19 MGT MediumGirdarTiedown 20 MST27, MST37, MST48, MST60; MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA4g Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC(36, MSTC78 Straight Straps 23 MSTC4883, MSTC6863 Pre -Bent Snaps 24 MST126, MST136, MSTI48, MSTI80, MST172 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10.12. NCA2x12-12, NCA2x8-16, NCA2x10-18, NCA2x12-16 Bridging 27 RCWB12.RCW614 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Saud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Plate Tie 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST181 ST22,.ST292, ST2122, ST2115, ST2215, STe215, ST6224, ST6236 Straight Straps 34 TB20, TB27, TB30; 7836, T842, TB48; T854, TB56, TB80 Tension Bridging 35 TWB10, TWS12, TVVB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 37 WB106, W8106C, W8120, W8126C, WB143C Wall Bracing Product Description 1 CSH2.37x5.5, 081-42.370.83, CI31-42.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50SOS, HGU5.62SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,006SDS, HHGU7.25SDS, LghtSlopeable/9kewable U Hanger HHGU9,OOSDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.5011Q Truss Clip HHUS7.25I10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors ValleyTruss Clip 10 HU041.81/9-SDS, HUCQ1.81/11SDS, HUCQ210.2SOS, HUCO210-3-SOS, HUCQ310- SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.2SGSOS, HUCc',T5.25/11-SDS, HUCQ610- SDS, HUCQ612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4WMD ® Fa direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance INCA). r-nJCK HERE. FL#114WR5 11" Product Model, Number or Name ProductDelscnotlon 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THG82, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 5 THG02-SDS3, THG03SOS4.5, THGQH2SDS3; THGOH3•SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FLM1473-RS k" Product Modal. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, H18-2, H18-2S Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HEfAL12, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETA16: HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderT'ledown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-R5 JQdWJ Product Model. Nuts bar or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HDI9 Bolted Holdowns 3 HD3B, HD58, HD78, HORS Boiled Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 Sea X Product Model. Number or Norma Product Desorption 1 SBSBx24,SB7Bx24,S81x30 SBAnchor Bob 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTS34, SST836, SST81 OL, SST620L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13en-R4 Serf* Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS16, CS20, CS22 2 HRSB, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MSTI48, MSTI80, MST172, S/MST27, S/MST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS18, LTS18, LTS20 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, STS236 11 MTS12, MTSIS, MT818, MTS20, MTS30, MTS24C, MTS30C 12 SB1.56, SI81.81, SB2.06, S152.37, SB2 56, SB2.68, SIB3.12, SB3.56, S1B3.62, S/B4.06, SIB4.12, SB4.28, SIB4.75, SIBS .50 13 SrBA2.120. SMA2.12/10, SMA2.12112, SIBA2.12/14, SeA4.18/8, SvBA4.1Off 0, SBA4.18/12, SBA4.18/14 14 SH1A 15 S4108S, S41086, S1HD10S, SIHD106, S"D15S, SHO158 16 SIHDU4, SIHDU6, S/HDU9, SIHDUII 17 S1JCT, SfHJCT Product Description Coiled Straps Straps 97 mil (12 gar) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 gar) Bridging Connector Lateral Tie Plate Light Twist Straps Soaps 54 mil (16 gar) Straps 88 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Dowrlotion Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1.9/I O" to 3.9118" and heights ranging from 9-1/8" to 23-15118". Face -mourn hangers Face -mount hangers available in widths ranging from 1.518" to 7- 3r8" and heights ranging from 5.6116" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4-V V' to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18" lip 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal b1 or greater than 2-9116". Fate -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 125WIM For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), Cs CK HERE 18 S'LBV1.56, S/LBV1.61, S/LBV2.06, SJLBV2.37, SIL5V2.56, S1LBV2.68, S/LBV3.12, Top Flange Jost Hangers SI BV3.56, S/LBV3.62. S/LBV4.06, S/LBV4.12, SABV4.28, SILBV4.75; S/LBV5.50 19 SILTT20, WTT22, SHTT14, HTT4, HTT5 Holdowns 20 SIMST60, SlM5T72 Straps 118 mil (10 gar) 21 SP4, SP6 Stud Plata Ties 22 SSP, DSP, TSP Saud Plate Ties 23 STC,DTC Truss Clip 24 T13D22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13004-R5 ,ftg,if Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTOM4.82SDSG, CCTQM5.50-SOSG, CCCQM3.82SDSG; CCCQM4.62-SDSG, CCCQW.50SDSG 2 ECCLQM3.62G4Q, ECC1_QM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4,62G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- KT, ECCLRQMD5.5OG-KT 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUW.25, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210.3, LGUM210-4, LGUM46, LGUM48, LGUM410 5 M13HA&129.25, M91-A3.12/11,25. MSHA3.56f/.25, MBHA3.56925, MBHA&50/11.25, MSHA3.56/11.88, MBRA3.56114, MBHA3.58I16, MBHA3.5BM8; MSHA5.5017.25, MSHA5.509.25, MBHA5.5W1.25, MSHA5.SW11.88; MBHA5.50/14, MBHA5.50/16, MBHA5.50118 6 MSHU3,5819.25, MBHU3.56111.25, MBHU3.58111.88, MSHU3.56114, MBHU3.56/10, MBHU3.56/18, MBHU5.5019,25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.60/14, MSHUS 50J16, MSHU5.50118 FL#13976-R8 Sea N Product Model. Number or Name 1 SOW222300, SDW22338, SDW22438, SOW22468, SOW22500, SOW22600, SDW22W8, SDVV22834 2 SDWC15450, SDWCISSOO 3 SDWH193000R SOWH194000B, SDWH19600DB, SDWH19800DB, SDWH191000DB 4 SDWH274ODG; SDWH270DDG: SDWH278000, SDWHW1000G, S0WH271200G 5 8DWS16212, SDW516300, SDWS16312, SDWS16400 e SDWS19800, SDWS19712, SDWS22400,SDWS22500;SDWS22512, SOWS22800; SDWS22800, SOWS22900, SOM221000, SOWS221100. SDWS221200, SOWS221500 7 SDWS2230OD8; SOWS224000B, SDWS2250ODB, SOWS22800DB, SOWS2280ODB, SDWS221000DB 8 SDWS22312DBB, SDWS22512DBB 9 SOWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS2780OSS, SDWS2710DOSS, SDWS27120OSS 10 SDWV13400 11 STN22 Pmduct Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MawriryTop Flange Beam Hangers Masonry Seem Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER-H EX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (tribe nor Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 S, ea )t( Product Model. Number or Name Product Deso lotion 1 AS 18, AS 1 SIM, AS i 8S8 18 ga. Truss Plates 2 AS 2DHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 AulProduct Model. Nurnbar or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PiNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 20M FBC Approved Products Updated 12fJ012020 For direct inks to all 8ST approvals listed below, CLICK HER Foradditional Information regarding Florida's Statewide Prooluct Approval System and Mane -Dade County Notice at Acceptance (NOA). CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3. 9116" and heights ranging from 45HV' bo 11". Concealed flange version (H USC) available for models having width equal to or greater than 3.9/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 518" and heights ranging from 9-1/4" to 16'. 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 02 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9115'to 4 518" and heights ranging from 3" to 10 S18", 17 MGU3,63-SOS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from 6-15116" to 19 MUS28, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed Face -mount hangers available in widths ranging from 1- 9/16" to 3-9/16" and heights ranging from 3-111 W to 13-T4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models: only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-911 Who Wand heights ranging from 2-5/8" to 11.19'. FLf110897-RS 4.ea X Product Model. Number or Name 1 BA series hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG5, EG7, EG9 series hangers 6 EGO series hangers 7 GLS series hangers 8 GLTV series hangers 9 HSsores hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 HUSTF series hangers 15 HUTF; HUCTF series hangers 16 HWP series hangers 17 HWPH series hangers 18 ITS series hangers 19 JB series hangers 20 JSA series hangers eV O NO �LL ni w X 70 C:) M o M 70 N !~ U)fZ fA 2 C ) d U 6- N 0 ) a O s �, > �` U7 O p -W Product Description Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7-118" to SO', Top flange hangers available in widths ranging from 3-518" to 7- 118" and heights ranging from 9-1 /4" to 24". Top flange hangers available in widths ranging from 1-112' to 3- 518" and heights ranging from 7-114" to 24". Top flange hangers available in widths ranging from I -WV to 3- 5/8" and heights ranging from 9-114" to 24". Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 11"to 32-1/7'. Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-114" to 32'. Saddle hangers available in widths ranging from 3-114" to S-76" and heights ranging from 8-1/2" to 28". Top flange hangers available in widths ranging from 3-IX' to 7- 1/8" and heights ranging from 11"to 32". Top fienge hangers available in widths ranging from 1-9116" to 7- 1/2"-and heights ranging from 8" to 30'. Saddle hangers available in widths ranging from 5-1 /4" to 8-78" and heights ranging from 10-117to 26". Top flange hangers avaiable in widths ranging from 3-IM'to 8- 7/8" and heights ranging from 7-117'to 32'. Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14"to 33". Top flange hangers available in widths ranging from 2-5116" to 3- 9116" and heights ranging from 18" to W'. Top flange joist hangers available in widths ranging from 3-1 /8" to 3-9/18" and heights ranging from 5-318" to 13-1f8", Top flange hangers available in widths ranging from 1-9116"to 5- 1/2" and heights ranging from 3-7116" to 15". Concealed flange version (HUCTF) available for all models having vvi t equal to or greater than 2-9/16". Top flange hangers available in widths ranging from 1.9/16"to 7- 1/8" and heights ranging from 5-3/8" to 28". Top flange hangers available in widths, ranging from 1-9/16" to 7- 112" and heights ranging from 5-3/8"to 32'. Top flange hangers available in widths ranging from 1-9116" to 3- SM" and heights ranging from 9.1 /8" to 16'. Top flange hangers available in width of 1-9/18" and heights ranging from 5.3/8" to 7.1W'. Top flange hangers available in width of 1-9/18" and heights ranging from 9-3J18"to 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For d raat Inks to all SST approvals listed below, CLICK HERE For additional information regarding FloncWs Statewide Product Approval System and MamlDade County Notice d Acceptance IN A), CUCK HERE 5 SET-XP Adhesive Anchor for oonorete 6 Strong -Soft 2 (STB2, ST82-4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchorfor concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HeSS, THD-CS, THD-CSBSS) Then HD Heavy Duty ScrewAnchor for concrete and masonry available with had: head in carbon steel and Types 3D4 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THO37212RH, Tien HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL(If16230-R8 Sri # Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STEM 5 Titen 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FILM 6937-R3 Product Nadel. Number or Name 1 X34B1018.5K,X1Sri 016,X181016.4K,XQIS1010,XQ181016.4K 2 XL01I4T1224,XLQ11461224.2K 3 XM0114SI224, XMQ11461224-2K 4 XQ1I4S1224,XQ114B1224-25K, XI14S1224,XQ1I2S1224,X011261224-2K 5 XU34S1018, XU34BI016-5K FL#35320-RO IMA Product Modal. Number or Name 1 D,9SCB43.5; DSSC646, OSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FC649.5, FCB411.5 3 FPHSD34S1018,FPHSD3481016,FPHS034B1018-5K,FPHSD34S1214, FPHSD34B1214. FPHSD34B1214-5K 4 LSFC2.25, LSF04.25, LSFC&25, SFC2.25, SFC4.25, SFC6.25 5 LS9C4.25, LSSC6.25, SSC2.25, SSC4.25; SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW6.5, RCKW7.5, RCKW3S, RCKW5.6S 7 SCB43.5, SCB45.5, SCS47.5, SCB49.5, S06411.5, MSC845.5, MSC847.5 8 SCS32-5197, SCS62-597; SCS6251118. SCS82-51118 9 SCW3.25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1 414, XLSH78BJ414 13 XQ1S1016, X01 B1016-4K, XQ1 S1214: X0181214.3.5K, X078S1224, X07861224-3K, XQ114SI224; XQ1I4812242.5K, XQ112S1224, XQ11281224-21K, X3481016-SK, XI81010. X1810184K, X131214, X1B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titian 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Desc tion #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #1224 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixod-Clip Connector #10-18 and #12.14 Strong -Drive FPHSD Framing4o-CFS Self - Drilling. Tapping Screws Steel Framing Connector Sheet Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -cif -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut ponnector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Straws 410-16; #12-14; and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws W N N Cn Cu U L O O .� 0 ie��I� CV C O L Q. _Q O LL An :n -a W E O O Q F- .G _ / VJ Q Q Z Z W J yi a� 0 Cn O W U) CU 0 Q C110 0_ C L) O L �W'^ V/ V `M� W C W Z Z Z Q J d SHEET PA 1��2 MIAMM LrAN-DADSCbUMT MCMUe, TCifNMOL SECTION i INS sW M'Sewik Room262 DElARTUM OF REGULATORY A" ECoocatruC RE90i78M OtER) E[immo4 Fkiaa 33175-2474 SOARD AND COVE AD1 THAT MU DIVI T (786) 313-250D F C7W 311-2M NOTICE. OF ACCEPTANCE (-NOA) WWW akzeymconow PGT Iadstri".Ina:. ' 1070 Te chtulua Thine, North Venk*, FL 34275 Scam-. 'IhisNOAmbeieEgissuedtradertheapplicablerdtesandregulatesgovenungtheuseofconsl:t onmaterialsTlae documentaboab suboul ed has beenreviewed d and awepted by Miami -Dade Coutdy RER Product Control Secti O to beresealireMamiDadeCmmlyando6mmeaswheeeallowedbylheAadhoriiyMnvmghrais& tm(IAE4 TiLis.NOA shallnotbe void atlerthe expiration orate statedbelow,Tlse Maami,])&deCounty Fmduct.Control Secfaa (In Mamui lade County) dorthe AHJ (in asses ottser tImM ami Dade County) reserve the right to have this product or meknai tested for quality sip pnrpaaes _ IMsproduct"umtenalfails topeifomin the accepted mtmner,theimat n&ctterer lmcurtheespesseofstuh*stingandiheAHImnyunmediatielyrevoke,modify or suspend the. use of such product oar mated within their jusisdietion. RER reserves the right to revoke tttis acceptimce, if it is determined byNfianfiZade ConntyProdwiControl Section that this ptodnct or material fails to meet the its athe applicable tnrsMng code. This product is approve4as descrilmd hat andhas been designed to comply wilh *e Honda Building Code, including the Hih Velm!ty HunicamZoe DESCRIPTION: Series '_WM 770"'t isi Siding Glass Dow (Reinfarcrd) vertu 9 4 P & 13.0 tor ners-LMI. APPROVALDOMdEN-DrawingNo.MO-5a�.0RevXtitled"VmylSluiiogGlassDoorNOA(I.3u1}",sheen 1 through 21 of 21, preparedbymam%&cft=, dated 1OV5115 and last revised to 02/01/21, sighed and sealed by A. LymMiller, RE, bearing theMiumi-DadeCotmtyProdudControl Revision stampwi&theNotice of Acceptaince number and eapuaoon date by the Kiasni Dade County Product Coj*d Section. A113SILE IMPACT 14LMG: Largr and Small 3 ft iHe Impact Re no Lindtati us: 1. See table 1 (sheetZ) and table 2 (stheet s) for applicable SGD unit sizes, des�p pressues, reiarm cement types, ;glass types, sill rims (see tables B-1 & B-2, sheets 74) and.andbor- tayont sheets sequiremea#s in 1 l thru 16. 2. Rigid white PVC, Tan (Nonwhite) Rigid PVC and Broom coated (Painted or la duaced) white Ris,_y. i4 PVC to be labeler per referenced K0A's regvimmies ts. 3. Egress operable dears amst comply with min clear width air height per FBC mquivmutt, as appheable. 4. Pocket wafts under wparate approval, to be reviewed by lluddirg official L.UE XgGs Each urea shall bear a pert label with themaw&ckweesnadw or logo, city. state and serer and following statem� -hfami-Dadie Co nly-Product Carat ApFoveV, noted herienL Rvmw4L of thisNoA shall be considere`d aAff a in.' mwal aMliaabon has been filed and there has been no change in the appticablebuilding codenegatively affecting the pxfa rmance o f this product, TERML ATTON of this NOAwdl occur ailer the expiratsan date or if thew hasbeen a revmoc or change in ih e materials, use, andJormamAwjureofdue prodoatorproeess- Misuse of this NM as an endorsement of anyprotiart, for sales, adL erbsing or any adie rputposes shoo ate caltyiesnsnate this NOA. Fastlurelo complywith any section ofdwNOA ahaflbecam for tenanshonandrem Vd10fN0 AD%BRUMLENT: lie NOA number preceded. bythewords Mami Dade Canaty, Fonda, and followed by1he expiaatm date may be displayed in adverti=g literature. Ifanypo6on ofthe NOAn displayed, then it shall be done in its eWkety. INSPECFEON: A co"ofthis eatireNOA sballbeprovaoledto thettswby*e mmoaWfum or As disfibtstotsand sMaltbe available for inspects, at the job si* at the rem of lheBWldiag.dfficial. This NOA revises & renews NOA#24-0429.05 and consists of fhsspage 1 and evidencepaps E-1, E-2, E 3, E 4, E-5 & Fr6 as well as approval document meted above. The submitted documentation. was reviewed by Ishaq I C6anda, PE. NOA No. 21-0296,03 i EspiratioaDatet April14,2026 Approral Dabe:Maeeh 29,18:1 Page 1. PGT lndM&ir%Ina . NOTICE OF ACCEPTANCE: EFIDENCESUBMTrTED 2. EvMmce Submitted under previous subiaittal A. DRAWINGS L Drawing No. MD-5570.0 RerB, titled " Vmyl Sliding Glass Door NOA (IW, sheets 1 through 21 of 21, pepamd by =mufacturff, dated 10,05/15 and last revised on 042220, signed and waW by A_ Lynn Miller, PX_ B. TESTS I. Test reports on: 1) Air InfaltlatiomTest, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadiagpex FBC, TAS 202-94 3) Water Roe Test, per FBC, TAS 202-94 4) Imr Afiussile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pie Loadmigper FBC, TAS 203-94 along withmarlmd-up d jwmgs and installation diagrann ofall PGT ink, Ine mptesentative runts listed below and tested to qualify Dowsil. 791 and Dowsil 983 silicones, ptepared by Feneshation Testing Laboratory, Inc., Test Reports No.: F171-7897, PGT PW5520 PVC Fixed Window, (rain 6 in proposal), dated 09/03114 FI L-20-2107.1, PGT SGD780 Alummiun Sliding Glace Door (emit 7 in proposal) FTL 20- 2107.2, PGT CA740 Ahem Outswing Cmeme nt Window (unit 8 in proposal) FIL-20- 2107.3, PGT PW7620A Ahumimnuas Fixed Window (unit 9 in proposal) and FTL-2"107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/1320, all signed and sealed by Idahnis Ortega, P.E_ C. CALCULATIONS 1. Anchor verification caleplations and structural asnalysw, complying with FBC 70 Edition (20201 dated 0412120, pirpared by mamafacttlter signed. and sealed by AatbonyLynaMiller~ RE. 2. Glaziag complin with ASTM £ 1300-Q4, -W, -12 and -16. D. QUALITY ASSURANCE Miami -Dade Department of Regniatory and Economic Ramum OM). E. MATERIAL CERTIFICATIONS 1. Notice of AceTtancce No.19-0304-02 issued to Kw-Arar America, Inc. for their "TrosifolR Ultraclear, Clear, and Color P%B Glass Interiayers". expiring on 07/004: 2. Notice ofAccegtauoce No. 17-+DS[ &02 issued toKtrrarav America, Inc. fortheir "Sent) vGhs9 (Clear and Whkeey) Mass Interbi ek", tag on 07/04t23_ 3. Notice of Acceptance No. 18-1106.10 issued to 1TW= Exbusiow Limited for their `131own Coated (Painted or Laminated). White Rigid PVC Exterior Extrusions for Windows and Doers", CXP=ng on 09/30124. 4. Notice of Acceptance No.18-1106.11 issued to Vision Exttussoaus Lied for their sew "3'E 1000 Tan 202 and rtgbter shades (Non ---White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", spiting on 12/29/21. ' � , Z k i_& q I. Crtaada, F.E. Prodnsct control unit sngervis" NOA No. 21-0205.03 Expirat6n.Datet April 14, 2426 Approval Dates 1,farelt 25, 2021 E4 PGT Industries, Inr. NOTICE OF ACCEPTANCE E%TDENCE SUB34ffTTED 1. Evidence submitted under previous NOA A. DRAWINGS 1 _ Maemifactnnees die drawings and sections. (Snbmifi ed under MAN& 114107. 04) 2- Dewing No. MD-5570.4; titled "Vied Sliding Glass Door NOA (LW, drets 1 through 21 of 21. WVared by manufactusu, dated 10t05115, with revision A dated 04105/17, signed and sealed by A_ Lyrm M ller- P.E. B. TESTS I- Test report on 1) Uniform Static Air Preww Test, per FBC, TAS 202-94 2) Lange Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along withmmdmd-up drawings and intallation diagram ofvmyl slulmg glass doorprepared by Fenmmtm Testing Lab, Inc., Test Refit No FIL 8717. dated 111t7115, sued and sealed by idalnis Ortega, F E_ (Test report revised on 02/1546 and 02,2411 2, Test ulka on 1) Air Infiltratim Test, -per FBC, TAS -202-94 2) Unifa=Static AirPlessmr Test_ per FBC, TAS 202-e94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Mr4& lw4iad Test per FBC, TAS 201-54 5) Cyclic Wish Preto Loadingper FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 202-94 along wdh=tded-W drawim p and installation diagram, ofVM4 &hdmg glass door, prepamd byFeneWationTesting Lab, Inc:, Test Repent No. FIL ". dated 111M15, signed and scaled by Idalmis Ortega, P_ E_ (Test repactavised on fflM 6 and 0211 1b) 3, Test report on 1) Airizitiltsation Test, per FBC, TAS 202-" 2) Unifb= Static Air Pressure Test: per FBC, TAS 202-94 3) WaterRedstaaoe Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressme Loading per FBC, TAS 203-94 .6) Forced Entry Test, per FBC,,,�„ TAS 202-94 along with muked-up drawer and # of vinyl sliding glass door, pagwcd byFene&ab Testing Lab, Inc, Test Report No FIZ 9547, dated 12AW15, gpned and sealed by Idalmis Ortega, P_ E_ (Test report wvised on MA 5i16) 4. Test report an 1) AirIm0tration Test. per FBC, TAS 20244 2) Undba n Static Air Pmssure Test, per FBC, TAS 202-94 3) Water Rice 'Pest, per. FBC, TAS 202-94 4) Latp It+ a Il *id Test per FBC, TAS 201-94 5) Cyclic -Wind Pra me Loae l* per FBC, TAS 203-94 6) Forced Eory Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sbdmg glass door pmpamd by Fene&mbon Testing Lab, Inc., Test Report No. FTL 8 , dated 12104115, signed and sealed by ldamuis Ortega, P. E. (Test report wised an 01Mn6 and 02g146)_ Ishaq L Clsa ds, P.E. Product Control Unit Snperrhor NOA No. 214M.03 Upiration Dale: April 14, 2e13t1 Approral Dates blarci 25,201 E -1 CGI Windows and Doers, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED E. MATERIAL CERTII" ICATIONS (continue) 5. Qua= Part Sumer Slracer Standard complying with ASTM C519 'moral Conducth ty 0881 BTU -oar' fir~- ''°F, ASTM F 1249 WVIR Pass, ASTM D3985 Oxygen -Pass, ASTM E 2190T.G_Durability-No Fog -Pass- (S'ubm ted under.pm*mis NOA Mat.154409.05) 6. Qnaneg Past rDa areal oxn )yng with ASTM C518 The=al Conductivity 2.22 BiU4W hr.-W-'F, ASTM F 1249 WVTR Pam, ASTM D 1434 Argon Pe Paws, AS1M E 2189 I.aG, DwabiWy`No Fog, ASTM E 546 Dew Point Dew 20°F in 48 hrs. (UhmiMed and er ATOM No.15-040#.05). 7_ Visioat Exhusions, Ltd. Potts complying with PVC-AAMA 303-13, Vohmta y Specification for Rigid PoVvmytl Chloride (PVC) Exterior Profiles for Vision Ems, Ltd_ VEX-1 by AAMA Fenestrabon Exterior -Prof ile Careen Program. (Snbobed under NO 4 Na 1S- 0409 05) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13- (SubmiAl`ed under NOA No. 15-0409.OS) 9- PVC-AAMA 303-13, Voluntary SWe faition for Rigid Poh vkyl Chime (PVC) Fxtesior Profiles for Vision Extrusions Ltd= VEX-1 by AAMA Fenestration Exterior Profile c4ftification Program 10. Notice of Acceptance No. 18-1217.14 issued to Enesg,i Feaesttation SohAk m, USA, Inc. for their "faro 3040 & light shade (Don -whiff) Rehire Rigid PVC Exterior Extrusions for Windows and Doors , expiring on 02.�(l l . 11. Notiae of Aweptauce No_ 18-0122.02 issued to End Fetation Solute, USA, % for their surer -%Idle Right PVC Exterior Extrusions for Windows and Doors", expiring an 02/28I,13. 11 Notice of Acceptanwe No. 20-0203.03 issued to Energi Fenestration Solution. USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extensions for Windows and Doak'", expiring on 04J1625. F. STATEMENTS 1. StateMmt letter of conformance to FBC 76 Eat on (mo), dated 04ano, issued by manufacturer, signed and sealed by Anth+onyLyrm MAkr, P.E. 2. Statement letter of no financial interest and -of indepeodeat. issued by manufacturm darted 04/100. sighed and sealed by AnthonsyLym Miller: P.E. 3. Private Labebng Agreement doeimunnt between PGT, dated 0330115 and signed by all involved parties G. OTHERS 1 This NOA rem NOA# 17-e42M06(PV"Tw)CG1) and updates toFBC2420 (7a'Edition), expiring 0412WI _ 2. RER Test pitap mb #19 -1155 dated 01/10/20 appmroved by IshaqI_ Chanda. PM, a sing 04114f21 _ L&aq L Ctuad:, PE Product ContrA L?n* Super nee NCA Na. 21-0205.03 Eapiratioa Date: April 14,2026 Approval Dates March 29, 2021 E -5 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air IsfiftrAi©en Testa per FBC, TAS 202-94 2) Unifoma Static Air Pxemwe Test, per FBC, TAS 202-94 3) Water -Rae Tit, per FBC, TAS 202-94_ 4) Large Nfissde Impact Test perFBC, TAS 201-94 5) Cyclic Wad Piece I.oadingper FBC, TAS 203-94 b) Forked Entry Tea, per FBC. TAS 202-94 along with madmd-up drawings ad installation dtagrarn of vinyl sliding glass door, pepared by Fenestrahm Testing lab, Inc:, Tat'Repod No FIL M-49, dated I V06/15, signed and sealed by Id2 mis Ortega, P. E. Nest report revised an 12M45 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressm Test, per FBC, TAS 202-94 3)WaWR.esistance Test, per FBC, TAS 202-94. 4) Large Mole Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Imdmgpa.FBC, TAS 203-94 along with madded -tap &aVIMP and installation din g= of VMYI sliding glass don', pqmed by F Testing Lab. Inc., Test Report No: Fri. 8557, dated 120M 5, sigaeei and sealed by Idakniis Ortega, P. E. (Test report revised on 021152016) 7. Test report on 1) Uaifban Static Air Pressure Tes(. per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pwsme Loadingpu FBC. TAS 203-4 along with maked-W drawings and installation diagram of vitlyl sliding glass door, p itpared by Fenntralm Testing Lab, Inc., Test Report Na.. FTL 6639 (samples .fit-1 thru A-22), elated 11119/10, signed and sealed by JoW A- Canso. P. E. (Subm~ under NOA a'1rr t 11 0107.04) 8 Test report on 1) Air Isfiltr ati on Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large hftssile 1 ct Test perFBC, TAS 201-94 5) Cyclic Wind Pnnswe Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along withmadwd-up dtawmgs and anon diagram ofvmyl sliding glass door, prepared by Rion Testing Lab, Inc- Test Report No_ FIZ, 6337 (samples A-1 thru A-5), dated 12106110, signed and sealed by Jorge A- Canso, P. E_ (SuibmhW under e'1WA No. 11- 010Z09) C. CALCI7LATIONS 1- Awltor vexiftc dion cal mlati ms and strut a atlabjow complying wKh FBC-2DI4, p by PGT, dated 12109115and last mvised on 02/15116, signed and sealed by And=Y,L Menke, P.E. (SNbmifftd wv*rl4104 AVe 15-1210.17 IX 2. Glazing complies witb ASTMS 13DO-09_ Ishaq I CLaado, P.E. Pro+Let Casstrol UNk $apft-rker NOA No. 21-020-.63 Expiration Datet A4pcil I4,.2426 Approval Datei Mareis 25, 2821 PGT Inemsteies, Inv. NOTICE OF ACCEPTANCE: EVIDENCE S1tBMI1_1ED 3. New Evidence Submitted A. DRAWINGS 1. Dmwing No. MD -5570.0 Rev B, timed "Vinyl Sliding Glass DoorNOA (LI1+I)", sheets 1 through 21 of 21, pqw ed by manufacturer, dated 10/05/15 and last revised on. 02101121, signed and sealed by A- Lyon Miller, P_E_ Note: This revision consists repot of same existing installation sc w with flat head_ B. TESTS 1. None- C. CALCULATIONS 1_ . Norse. D. QLTAI.Ttit ASSURANCE 1. Mia sni-Dade Department of Re gulatog and Economic Resotme rs OUR) E, M ATERLaII. CERTIFICATIONS. I_ Notice ofAccegtance No. 19-0305.02 issued toKuraray America, Inc. fo�rthtir "Trosifo}R Uhmdear, Clear, and Color PVB Glass Inter3ryers", expn#ng ern 07M24_ 2. Notice of.han tawe No.17-0i808.02 issued taKwaray America, Inc. #€utheir " SentryGlast (Clear and'%Wh) Cass Interinyer ", etpiueing on. 07/04I23. 3. Notice ofAca a No.19-1106.I0 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) White Rigid PVC Esterkr E.xtludons for Windows and Doers", egg on 09130at T Notice. of Acceptance No--1106.11 issued to Vision Extrusions Limited for their sues " 3B 10M Tan 202 and lighter shMes flan --Whine) Rigid Cellular PVC Exterior Ema unions for Mlmdows and Doors", expinng an i229121. F. STATEli Y.NTS 1_ Statemtmt IMer of dvrmance to FBC 76 Edition (2020), dui 02M21, issued by marnufacttM, signed and wiled by Anthony LyEen Mid P-E. 2- Private Labeling AgseemM dated 03=21 between PGT Industries, Inc. and CGI Wmdows and Doors Inc-, stgwd by Dean M. Ruaalc, P.E., VP. Egg, on behalf of bothcompanies. G. OTHERS I_ This NOA revises & renews NflA# 28-0429.05 (MLA w1C% atpiring 04114/26. 2. 1he current associated MA CGI fife #21-0205.01, egg 04/1426. E-4 lsinaq L Goads, P.F. Product Coabaaa L%k Supervisor 1 0A No. 21-02"" Expiration Dais: April 14, 202d Approval Date- March MUM PGT industries,Iae. NOTICE OF.ACCEPTANCE: EVIDENCE SUBNU TTTD D. QUALITY ASSURANCE 1- Mimi Dade Dot of Regulatcay and Economic Resources (M)_ E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No.154529.14 issued toVision Extrusion Limited forth& "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 0943/15. egg on 09/30/19. Z Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited fortheu "CE 1000 Tan 202 and lighter Shades (Non-WhiW) Rigid PVC Exterior Extrusions for Windows and Doors' , dated 12r I16, expiring on. 12129i21_ 3_ Notice of Acceptance No.15-052315 issued to Vision Fxi sfion Limited fortbeir Brown Coated (Painted or Laminated) WILite Rigid PVC Exterior Extrusions for Windows and Doors", dated. 08113115, expiring an 09130119. 4. Notice of Acceptavce No_ 16-0712.02 issued to ENERGI Fenestmtiecnl Solutions USA, Inc. for their "TAN 3040 and LAhter Shades (Non -Mite) Rigid PVC Exteer or Extrusions for Windows and Doers" dated 09115116- expiring on 02!(i4121. 5. Notice otf AcceptasmNo.1"712.0-4 imbed to ENFRGI Fenestration Solutions USA, lm for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116_ expiring on 0411&20. 6. Notice ofAcceptauce No-16-0712.03 issued to ENERGI Fenestration Soliutions USA, Inc. far their "Whine Rigid PVC Exterior Extrusions for Nt'mdenws and Doors" dated 08AQ 17, cKprniag on 0128118- 7. Text reports No(s).10-002-792(A), 10-06--M0527, 535753-09. per ASTMS-S AsSTbM 1929 and ASTMD-63 5. immil by EXOVA to Ytsion Extrusion for cellulosic composite material al (Subm tied under ArOA Afro 11-0107 04) 8- Notice ofAcceptamce No.14-0916.11 issued to Bnusaray America., Inc. for their "Smtrt-Glasf (Clear and White) Interlayer", aq*W on 07/04/18. 9. Nome ofAcceptance No.16-1117.01 issued to Kuway Anwriea, Inc. for inch 'iresifelt Uluutlear, Clear and Color PA'B Infers". expiring on 07/08/19. F. STAMIENTS 1. Statema tLtterofcdnfomance withFBC-5u'Edidan (2014) area FBC-6*Edition (20171 issued by marulfaetrm, dated 0& 14117, signed & sealed by Lyme Md1er, Paw 2- St -letter Hof o fmaa6d irate , dated 04119117, issued by mamfwturer, signed & sealed by Lynn Miller P.E. 3. Lamerof flab conVhxuEe, past ofthe alcove test reports. 4. RERTest Proposal No.17-0397, dated 05/05/17, signed by Ishaq Chanda, PX_ G. OTHER 1. Notre of Acceptance No. I_5421M, issued to PGT Industries, for theme Series 557M770 Vtnyi Sliding Glass Door (Reinforced)-L.MW, aqming on 04/1.4P21_ . Iraq L Clsrada, PF. Product Control Gait Supervisor NOA No. 21-0205.83 Espiratf+ s Daate: Ap -914, 2026 Approva I Date: XUrtb 25, 2021 E -3 t0 t_ en Cu C) }, U N o O c .� ca -v �- en ---• "a C) 0 C O LL O M E O L Q F— C -0 � Cn < u Ii W J Z-V CU CU CM) -C L�cM N QM N cau- a Q O f[7 .-- V N Z CAN. = — N a)N --, N: a Q 0 5 L' �3Q a.>��0 > E 0 o J 0 C U : ow }+ >>M U) �a > O O lL V � U O CU a- Cn 1 Ca m E w co Z � � Z J tZ SHEET NO. PA 13 I 1'q "I I P11 1' ZT LI ECO INC. 7TLLIT TESTING 6 ENGINEERING COMPANY AT TT,Zt A. _ W TTLLIT, TR, F.E.P.E, of cN 1n �)• rN.rx. .b.4Y14T PRODUCTyALUATION REM= No. 2B4M7'+Q Bl 2 2 2.. TEST RePOR-TS: Large missile impact and fatigue load tests were performed under Protocols TAS 2D1, 203 as per section 1826 of the Florida Building Code. Uniform static loads P$QDUA i'VALUATEOx REPORT NO. 20.9729AI 3 6. MATERIAL CHARACTERiSTIC3A,ND SPECIFICATIONS: 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 /TILFECO INC. TILLIT TESTING C ltIRBIN![AINO OOMIPANY — -- —- - — WALIBRA. TILLIT,IR, PE tilteoo�ao).cotD PRODUCT EVALUATION REPORT P,P.F, �AANA 44L4T RLCA OW719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of FLC.A. Lfa¢u W.W06119 Testing, Inc., Reports # 96-689 dated 08/09/1998, #9e-570 dated 09/1811996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04118/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO.: 20-072111.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. Prepared by lilteco, Inc. and signed and sealed by Water A. Till[, Jr„ P.E. PRODUCT SUBCATEGORY: Storm Panels 2.3 STR CTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products. LLC MANUFACTURER: length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street 48M S.W. 51 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03/12/f5, signed and sealed by Walter A. Tillit, Jr., P.E. wood frame structures. Davie, Florida 33314 Davis, Flodda33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. 71111 , Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiiteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. P 81 G20.3, Method 1 D of the Florida Department of Business and 4, WIND LOADSRESISTANCE;, \al""""I"'I�''�t 14t/ •``�t�t'..! � '64 81 G20-S, Method 7D of the Florida Department of Business and Prohssional Regulation. Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length boas Indicated 8, 10, 14, 15, $Q ' �1 This product is being Issued an Evaluation Report as described herein, and has pressures. panel shall on sheets 16, 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. �� 44167 _ 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 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 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, �� _ +: �* : * = 1 , ?! 'S TATE 0 Florida Building Code, and to verify that the product Is for the purpose intended of least equivalent to that required by the Code. 14, 15, 17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. TT— ;s�� •, 10R44�,:'� at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of y�''asS�ONAt FNN� This Product Evaluation Report shall be subject to review and revision in case of s Building Code change that may eked its limitations and conditions 5. INSTALLATION: ORfINInIIII III` a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D•ATILTECO ADMON RECORDS 1 P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE 1 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL( ORM M20.17B l REPORT 92MT28,01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELT`, Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): sheets 1 thru 26 of 26 prepared by' ilteco, Inc.; signed and sealed by Waiter A. (P.E.D.), drawling No. 20-176. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', Tillit, Jr., P,E.; dated 07126/2020. This drawing Is an integral part Q� is sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Evaluation Report, N4tTy s\,al(+IINNapN aacR A TI(L/p ,, Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte +pp��r� 1 Is EvaluationReport. p A l!(�/,qa �10ENSF :✓�a,; vt;ENSF •.9 aa��y f �� �`CENSF':'/9 �= ` ;C IA167 ':� l No.44t6T z ? *_ •. -44167 : _ :��' •'r10RIDP 4, ; STATE OF ��. FLOR113 .�*� rF �.�,,SS/pNAL+I�`�a� - :z�o� ftOR OF+c� •. " y.,a..�.�...�,�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1530 -Fart 'V °Y 991 an,1,11111,,M\I\I+ ., �F ' •....,....•G�'A��4 6355 N.W. 36th Street, Suite 305, Miami Florida 33166 - l3bone: (305) 871-1 ?lll�liatp(3i1(1 �89i-I531 t � RHNbN1T1A t galls &-tit yf,.l• B.3) N USE THAT P'FECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR MOOD BONDS IK FOUND ON THE DUST" WALL, 44CHM SHALL BE LONG E/VO" TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS. 1. STORM PANEL SHOWN/ oN THIS PRODLX,T tvALwtTDIN DOCtMDNT (PE.0) wts BEEN VERIFIED FOR COMPLIANCE INANCHORAGE SHALL M AS MENTIONED INSA) AM IN ACCORDANCE WITH THE 2020 (7N EONIION) a< THE rtORIUA BUMDNG CODE. (C) TO IDMUM MOOD SPECIFIC ar,n ORAAATY DESIGN WNW LORDS ALLRE M DE PER SECTION M THE ABRS MENTIONED CODE 'UM - 1/4Y TAPCOV AlIG10RS, AS WNUFACTIMED BY I.T.W. BWDOL INC. - /14-10 PAtELMATE FEMALE IO AND PANELMATT PLUS ANCHORS. AS MANUFACTURED NT ELCO CONSTRUCTION PRODUCTS. S By IHEp JURISDICTION TH S 11tT BE INSTALLED ( S. D FOR 4 WINO SP® AS REOWEO B,' . U INGASC16 AN SHALL SHUNOY EX FACTINGS II 6. TM MW SMALL NOT ET9 IIA101N1N (AS.D.) FOR A OESSUREl _ 1/4.0 LAG SCREWS PER N.D.S. RA INDICATED N SH 7 & . DESIGN PRESSURE R11TN06 wdCATEO ON SHEET$ 7 iHRU 12, la, 75, 16, T9 • 20. _ 7/16'0 . S1r WOOD SUSIMO, AS DISIROUTEO BY ALL POW SCREW, BOLT R SPECIALTY W. N DOW TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN MOW LOADS DETERMINED PER ASOE 7-16 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY NULTTP'LYNG THEM B1' 0.0 14 ORDER TO CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PAtELWTE PLUS COMPARE THESE W/ MAX, WS.o) OSKN PIW$5URE RATINGS INDICATED ON SHEETS 7 TRIM 12. 14, 15. 16, 19 At M M40 PANELMA E FEMALE W. C.2) MINIMUM THREADED PEMTRAT*k OF LAG SCREW. INTO THE WORD FRAME UNIT SHALL aE 1 1/2-. No THREADED 94 ORDER TO VOWY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE 9I ALLOWABLE STRESS FOR WIND LOADS WAS UM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN PENETRATION INTO STUCCO SHALL M CONSIDERED AS PART OF THE REQUIRED THRFAM PENERMTIOI. ACCORDANCE wuw NA.S 2ota. C.3) MINIMUM ECHO DISTANCE Or LAG SCREWS. INTO MOOD SHALL BE As INDICATED IN THIS DRWOW STORM PANEL'S ADEQUACY FOR IMPACT AND WIND MRISTAMM HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1620 OF TM ABOVE MQRIONED CODE AS PER HURRICANE ENGINEERING • IFSTRIC W. REFORM 96-569. f16-370 k 96-T30 AND P CA)N M9IIRNIMPENETRATION OF woW BUS" M 5/6'. I/4' 0-20 scReWS USED SHALL BE , I/2' LONG MW+NL IA D US" SNAIL FENESTRATION TESTING LAB. INC.. REFORM r2032 • 02126 . AS PROTOCOLS TAS­-201, TAS-202 AND TAS-20]. SHOULD STUCCO EXIST. NW FOR WALLS WITH1/ STUCCO. AS M3 ASW LEST 1.48 Of SOUTH FLORIDALREPORT f0219.01 -09, AS PER TAB 201, TAS 202 AND USIO20] STANDARDS. CS) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS 6E FOLAW ON THE EXISTING 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AVID TEMPER. NN ESS OTHERWISE NOTED). SEE SHEET 2. WALL. ANCHORS SRLALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BONW SUCH PANELS. ANCHORAGE %MILL BE As MENTIONED IN CA). C-2) ! CA) 3. ALL ALUMNUM SHEET METAL USED At CLOSURES SHALL HAVE 310S-HI4 ALLOY. (0) ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MW SPECIFICATIONS OF THE ANCHOR'S MINIKACTIIRER I. ALL STEEL SHEET METAL PANELS SMALL HAVE (AFTERSTRUCTURALQUALITY ALNTY STEELASTM 653 GRADE SO MNIIMMIM. rr60 GN.VM12EO STEEL DESIGNATION W/i'I. 55.3 bl (OFFER ROILED). 6, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWINGNVALUTION DETAILS SHORN ON SECTION 3 THROUGH 10 (SHEETS 4 TH ROLCH 6) EXCEPT TENT READERS m • 0 SIN.L NOT BE USED. 5. ALL SCWCMS TO M STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COAT@ CARBON STEEL AS PER W/ 30 IM YIELD STRENGTH AND fIO kd TENSILE SIRENOTH ! 8WLL COMPLY w/ FLORIDA BUILDING CODE 9. IT SHALL BE THE 11' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEAL 'RIIITFR IS TO BE I SECTION [CON 2411.3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR MOOD FRAME BUILDINGS. 6. SOUS TO M ASTM A-307 GALVANRED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 IW MINIMUM YIELD STRENGTH. 10. EACH REGULAR SIGN PANEL WITH LENGTHS OVER W-B THROUGH 12'-1'. AS PER SECTION' 6, & 9 • 10 AND ALTERNATIVES ON. 9W • ,OM ON SHEETS 3. • 12 RESPECTNFMI LY: SHALL KOK A LEGIBLE D READILY VISIBLE MARKING INSTRUCTING OWNER OR IT 7 ANCHORS TO WALL SMALL BE AS FOLLOWS: t0 SECURE PANELS WITH APPUCAKE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) ��� 11. THE INSTALLATION CONTRACTOR IS TO SEAL,/CA)" ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - t/1.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SIALDEX. NC. (Min. r.-3192 P.s.i.) THE BOLDING TO PREVENT WIND/RAN INTRUSION. - 1/4' 0 , 7/B• CUMf-N ANCHORS. AS MANUFACTURED DEPOIN INC. (AWN. r.-3000 - 1(W.r . A CIAL) SOLO -SR 1NCHIDRS, IS 0141ROUfED BY ALL POINT SCREW. BOLT • SPECIALTY CO. 12. STORM PANEL WSTAUAIION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGLAATIOS -30 (YDn. r.-3oW P...L) PROVIDED BY THE JURISDICTION WOME PERMIT IS APPLIED TO. - i14-10 PAELMATE FEMALE 0 • PANELMATE PLUS AMMONS. AS MANUFACTURED BY RLCO CONSTRUCTION PROOUCM 1' 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED NT THIS ENONEER IS GENERIC MIDI DOES NOT PROVIDE INFORMATION (MIN. c.3330 P.1) - t/4.0 tF TAR -COP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (F'c.3600 P.sJ.) JE FOR A SITE SPECIFIC PROCT: LS 4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF THE PRODUCT At) MINIMUM EMBEDMENT O TAPCON ANCHORS INTO PMM CONCRETE SHALL SE 1 3/4': 2' FOR PANELMATE FEMALE BASED ON THIS PLO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. ID AND PAMEMAL7E PLUS AND 1 1/4• FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESP'ONMNLIIY. A2) CAUL-N • SCUD -SET 04040AS SHALL BE EMBEDDED 7/5- ALTO THE POIAED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCOMFM WILL BE CONSIDERED W04A IF MODIFIED. ST ICCO SMALL BE PFRMXMED 1/4' 0-20 SCE USED SHALL BE 1 1/2' LONG YNeWY SHOULD STUCCO EXIST. NO I- MWNMIM FOR WADS WITH NO STUCCO. AND MAY OF HEADED SCREWS OR ALL TR6EAOED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED DIM EER OR ARCHITECT WHICH WILL BECOME THE BUT WITH MWNG NUTS. GNGOREA OF IE = (LOA) FOR THE PROJECT NW WHO WILL BE RESPONSIBLE FOR THE PROPER USE O TM PI D. ENVH@I OF RECORD. KING As A DELEGATED ENGINEER TO THE A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS• PAVERS. STUCCO OR WOOD BOARDS BE FOOD ON THE P.Lo. ENGIRM SHALL SUBMIT TO THIS LA" THE SITE SPECIFIC DRAW = FOR RVAEW. EXISTING WALL OR FLOOR ANCMOI SHALL BE LONG DOM TO REACH THE MAIN STRUCTURE BEHINDSUCH PANELS. ANCHORAGE SOUL BE AS MENTIONED IN A,) AND IN A.2). PAT (e) THIS SHALL BEAR THE E AND ORIGINAL SEAL AND SIGNATUREARE OF THE PROFESSIONAL NOt 1x At:'CCAD THAT PREPARED R. ENGINEER E (B) ISLI`JaGr1G COtCREIE am WWBLa]t WMl ASTM C-90: - 1/4• I T,APOON ANCHORS AS MANUFACTURED BY L T. W. OUIU EX. INC. 14. SHUTTER MNNFACNAER'S LABEL SHUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SMUTER N MXCOR DAHM WITH SECTION 1700.0-3 O FLORIDA BUUDND WOE. ONE LABEL - 1/4' r . 7/r CALX-IN ANCHORS, AS WNLFACTUIim BY DEWALT INC. (MIN. rr-1500 PA.Q SOUL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.0.2 O THE - 1/4'r X 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POND SCREW. BOLT ! SPECIALTY CO. FLORIDA BUILDING WO. BE OFF TO (NMI. ro.11IO0 P.4D.) THIS- 114-10 PANELMATE FEMALE 0 AND PANELWTE PLUS MICDRS. AS WWIFACRNED BY ELm CONSTRUCTION OBTAIN N FERMIAVING SHALL THEONLY PRODUCTS (MN. rc-2071 P.r.L) 11AN11H 09fAw PERMITS w Tiff STATE OF iLORWA - 1/4' o OF TAP -GRIP ANC"ORS• AS MANUFACTURED IIY TRU-FAST CORPORATION •••••,, r B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, aW PAIELMTES AND CF TAP -GRIP ANCHOR. INTO 1TE P'••vC rLORNDA BUILDING CODE ■ h Vitlaefty Hur lea BLOCK UNIT SMALL E 1 1/4'. 'I_ 4 ' ; 4NWN 1A1MQ FC 20 CiIRE' CKVAMZED STEEL STOW PAIIL H '. B.2) CALK -IN • SOLO -SET ANCHORS 94AU BE EMDOED 7/5' ALDCR TO THE CONCRETE 6LLILT. MO Nko. BE 167 INTO STUCCO SHALL M PERMITTED. 1/4- -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM GLOBAL PROTECTION PRODUCTS. UP-1 0 EXIST. AND ,• MINIMUM FOR wAu.s WITH No STUCCO ��. RYe �- IL E C A .... _ INSTALLATION DETAILS FOR REGULAR PANELS tit t1- 1NT0 EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Oa1D[E MIO41S'� \\1A 9�IQR 0 „A1aON� ^ n \ --£A. ') \\Y EXALTING P,31 R� nn �.i•..i)"li IN SHUTS S T1000 N°n 2 1 I ; 1 AAA r. fESOFT 1VF14i1OI, 1 1 o aMAM J 1 1 1 � T 1 1 f 1 � 1 1 1 I EXSTNNG P01AIE�. L0. CONDOM: stocic FATHOM. NDMCREW "CHIPS ;� --19 SOOTS a "Noxi1a' t) STALE 3/6-1• R a j� 1 , 3 CDNCK IN71AaD CONCRETE REOUIEC.Ii ' �- 1 1 g \\` ' waal.M Opt , 1 I P[ 1 ..-.IT 1 1 I I 12 ,/r Oc. � EMISIN10 POUR@_ E0. _iCONCRETE INLOCK ��C�9 IEntNAED t_ AN ION; T am 9) - _b _. I , I TIE D. L—C.O. - ,` OOIIGEIIOCMMNARl101W__._' MIORMICIEOIAL y/��] 7 aLLL i as CO.C.M MIONIIf \ � e OF�� (IR �V' �' (ISM 30IDIRE a 0.A I IJIL c am 6 WNaO, 0) \ m ¢If t THIIONOH n Nam 6 Tifaim n cEIUiIG ww I SCALE 1' �LL I � SCALE J 1• SCALE J/6-t I I 1 1 E.D. - EDGE DISTANCE I >e mINLL[ 1 -}CA MM,H."i�Ni6WN ; 1 (SEE SCHEDULE ON 94un e a 9) ' � � NDTE.rDa C01a9i11T10N of 52�/'il[WMS� 2 Ipr a&• TOP k BOTTOM MaBn1N05 CW ■ 1 �•T/�� CODED IN ANYWAY TO SUITY RISTALlATION. - FLORIDA BUILDING CODE (Nigh Vebol I E /4 C •-, D. �rNaEa *: aam,I,ao. Nr 20 GAGE GALVANI ED STEEL STORY PANEL (9EE aLTEDUE'Ma 1 BWE1s 6 i/MlaM1 to 1, ATE t Tt O'"Nc'• OR ID PROTECTION PRODUCTS. L 1L E C O Ire. Nino S.W. 61 tow SS 'T^`•'• _.' / ._. • N%1L E-y 3-R,RN, r i ... W WIC N MN. PN6NC tM.DEM-T016. rMC NN.)6I6^./r7 M sGYE 3/6.1' G-o0ol7if M�1M N1ar Mrs L OVEN A 14T Jr-PL COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE I/2-1 ) --15.196' (TOTAL W1DT1O ------------""� T..--------iS.196' (TOTAL 110101%-- -- -^ .-.-------'�-----------,2.5CO• tuncrM WIDTH)------ --- f -- F •' ��, -r _ _ _ j,•� \ r1.350•- . Q03r LVL THICK 1 330 --'IMP' �'•\ GXVNM TOM ASHY A-663 2.BE76' / / h T • O.WinnT"M::es . 9waram STEEL EDGE � / ) .r aRwE so , f 9-eo wtv. Encc / 2.W0•r N TYR \ ASTM 46I A-x. \i T = own so moil" DETAIL dj \•� OVIA1 A.]T who fNLV. --- ----- - 46d L_____ �µA --------------4ILa © STOy1 L11�1AYE Q �o�u�� y ; 3P AIiElS fin LP i 1 .100- 1.7-1 .125•-.75o'r-- 1304 9f l8 3N�8F/l8 •123• W/ NC'WED EDGE. '.._r •1CO• a Q1 '� . I.123- i-s.S. 91110 IOVE7MD LIL SIM RIVEfEP 7w I P.aNr .l50• 70 AHHGIE • TO AMaE • 10.OY 3.375' ,093100 .DOW IWITODO—2.t2s• 093•�- otr+L ' 1.1 riT oEMI , ' a -�a� - --S• MfNN.- •-..1.500'-- LI.SOO-J ����D��L� L-2.00D= 2.oaD ROUNDED CORNER a ENDS OF PANES ETD Im wD EDGE. (N.T.S) EO "Ill" HEADER Q "U" HEADER 4O AWL ® ANGLE WM STUD ANGLE WITH REVERSE STUD T.$) SEE OHT. �( 1/14 • 2/14 r TYp� iDP O10[ A74• �, ,J74• p�9• f_. _ _-._..�.J90' :"3r PNEt J 125' j HJ4•Y 30. 304 SWEE t-_ r 7 IA j 1.407.1.063' ,625• .375• -- - .P70 A616 .6f0 SFW RMRm TO Mama . 1a ,/s• oD 671 \ 1.0f3• I 1 R. I.e�l• I300- .O9J' 71 1.015' .750' 7.000• 5O ICEY HOLE WASHER Z5i tlloo' — 'TTIW ) r--,O © "F" TRACK ANGLE ® ,3/8" OF- TRACK FLAT PLATED 0.076 (Han) AM-y WITH STUD OILVAWZED ETIL' w,. ,s, Lain .Jis-r — r 67s r , %: VCENSE •'� _1 .375• - _ N0.44167 FLORIDA BUILDING CODE Velec 1»-r�.le7s' TM WPM MIT came TMTaa We 20 GAGE GALVANM STEEL STORY I • ® KEY HONE �'`F • ., � ' •Le ® 'X7"X �4' {" A eLPAdEL, `r --- .. 1 L E C O Ere. 2.aaa>LM GLOBAL IN STREET ALTDNATAQY, USE a@ NW W/OIR ALUMINUM ANOLE ww"M C WASHOI W/ ADDSIOW NLVW* ant a1r.4Re•\ M1 MOIL MN)EM-76M. TAX, (M)MI-SA - 7/6'4.3/JE' WAWaTt (59WREss w.. a4~aalie'i,i °r0 m-,et lTAL a NOEL PUTm SEW. L � WMXn A J.- PL . r'-OaWclaou►t RoOnOET M"OrR CONDOM0 SHEET a!0) 0=am SNMO IIAMO GH1 1 o snIO 1 r \ 4 IWn00NuW0. ` i ! . � Lsr 1 _ 1 V AEOE awiDaL i OIIRED. , MIT 0vtfi I 1 PPII - -.- .� -' .. - - - 1 - NBTMN •DINT. 1 1Q IpaAA I 1;�N. a ,HALO e RI` OLAM., r� i/ f'! ! I 1 • 1 EA EMITTING POURED TOOMCOM OY ODUCRETE ON BLOCK/ E%ISTRM. POtiRrD 1 COgCRtTE � 1 CONCRETE BLOCK _--_-1 REQUIRED. aMNI-N a NWELAAAiE -- /^ FOAtt Al AW A11QW1C ' cowco E AIICIIOa _ �-� ` ►" a1 O TM -GNP C4 his IT a 010)) a (SCE 904110 11 SKM 6 TMaNNN S) 1 SHESHE 3/M7• .-'--�TRr• ! NEW I' WOE . MARES , 1/111' THICK ALUM TUM OR I• . �1900D 9MD / P.T. WOOD PULE SAACD1 I • NOT ,' min . VARIES . 1/e' AWN. TUBE OR 1• . MARES ' �PT. WOOD TMCL PLATE SPACER , C (SU RETTSam AI" ONS ON I I NEED I THINXIOI 9) J . I C.M. C- I O!IS"NG MO. WMm NM9N ■ Nr. (fR E9MlWf I 1 Min. CONCRETEE MDGL mG0pwE NN Tar . • n )� ]�iMM. REDUMD. TaKMort. SECTION X-X DETAIL BOTTOM TRACKS FOR SPACERS ADJACENT SCALE 3/Mi REQUIRED AT TOP OR TO SiUCCQ/WODD RANDS co F-0. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 6 A 9) J• AA,pW-�N:A' 1 Y IbY. NN t so r I Lr � I CASE ♦ (PLAN1 Q)r� irr.",e"D *L.�• � .,. SCAAE J/t6.,• .Awsu, Ssw.wA QBS�-•8--(tl ll�ltl) 14 iIdIX *WIN=INam,.'°`• H A r. r. 41r �100'M' r. r. MNNA' p nAr r C fPlJW1 SCALE a/1Mr CASE 0WALE IPLAN) fir , 1\ JJ Im O.M. e!B•M "'MO,HO - ea�. , . `+� -tiEJN® EOM® S fSi .•F f I tcme�: BE ITT ANY CASE E (PLOW SE 3/I LONl' PROD Tf'I•EV I.I:ATION RTNO. •49?17.02 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Haftem, 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 loadingsr Protocols per rotoco s TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American 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. 18KMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3.STRUCTURAL ENGINEERING C_♦LCUI ♦TION& On 24 Gage Galvanized Steel Storm Panel for maximum panel length we, 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 Building Code. Calculations prepared by Tliteco, Inc., dated 12115/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE 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. at„NnlnN 67 = t STATE OF-0"D.,�-�-',NN'`a@ � h7MFUU1UH1t1dA" 2/4, 3/4, 4/4. 5/5. 7/5, D.M.,�• �. ®+ OF®•O+® PR0lQL= EVALLIATIONRR7:trORTN0. 2"Ma 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 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, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.173. 11 MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shag 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. 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 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by TI teco, Inc. and signed and sealed by Wager A. Tllltl, 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 woad frame structures. Product Evaluation Report prepared by Wager A. Tggt, Jr., P.E. (Florida License No. 44167), President of Ttlteco, Inc. (Florida CA-0006719). wATYLL D:A TILTECO ADMON RECORD8 L P, E. REPORT.20 GALVANIZED STYFL STORM PANEL \ DRWG R 2047511 _ _ `Y� {, '�'-// eDLTED PMELS W/ D/4r-20,1•_ %D PANms LS ZS W' 5S BOLT W/ 7/6' a 3/32• AS -WIT r (SEE O EA OVERLAP (SEEN APPLICABLE) , (SEE SECTS AS APPLICABLE) O ',—,- 1. MMI_: 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. 3 6IAX MN. 1 W/10. 2W/10. 3w/10. 4W/1 G, 6�5� 5W/10. 6W/11 a 7W/11 ANLYgR5: FOR CONCRETE SEE SCHEDULE ON SHEETS B • _.. TO*WOOD SEE SECTIONS S ON SHIM10 • 1I .- REGULAR STORM PANELS ni & Q ELEVATION N.T.S. Oft OVERLAP -1 TWICE ARLfl1 1/4• ' VAX. OAP ~ C0 ,Z U N NCL N M LL. a- _ ,~ t'a C M C 'a CA-4` ty W ,^ (` 0 Q L 3 � O 3 > � E C Ct1 (A O O ` C V > LU > n. — f�T en %.Z X FLORIDA BUILDING CODE Velocity Nllmwno ZOHI F No * •S, OH b' , H 44167 '. �' • * WE _ oRl N •• am TO W. IL E C O Ere. 20 GAGE GALVANIZED STEEL STORY PANEL TANSOLOBAL eE PROTECTIOt PRODUCTS• TLC. 4m IUL 6, WNW MO "o CORE, AA w. ( "N)II►TMa rNM MINI-Qr7 m/WYNN A>z AW 4 AME R M M !1 at pFe m-N OO . M , am G••6NITR9 W,IL1W1 A 141E A., PL 20-176 �M INc � • w ON ' OW 3 I N INSTALLATION DETAILS FOR REGULAR PANELS (i) & dA� INTO EXISTING POURED CONCNR�ETE OR CONCRETE BLOCK STRUCTURES r-CONCRETE i-�WNCMTBIDCL o0N0RET00 ETEBIDCL weaV E ON N1p10A6 ��1pI 1Mp101° CONDOM AMC"= �SIW1iL) UIE b1 EEIK) OwF d1 ANCHOOM FOR CONCRETE SEE SCHEDULE ON SHEET 9_.___-. FOR WOOD SEE SECTIONS ON SHEET 12 111c !NIA. 2.6r (MTL DVIAP -, NICHE HUM - LIL At, 14 qIo, WIA2 Be epyl 3• ,• ARM.: + ry1, I{ SOX F V I Z� \� `•\ I i ''. \ 1 1 \ I I ,�%/49�IeQ/SN W/ III � I� I I I I I C I I H durOc ; 1 ( tN10 HUT r I ��.1 i 1 F--PIa»t mAA le F�IWmA[ a ate 1 ± i HRwA. , I y{.. mmNBuil`At �b it I , e � I I , I - I 1 Aar a W1® tMr I n n I I I I I I I I 1 i I I 1 I I 11 I , , I , i _ ,r c IBox I �,/4-P•aO.P /' ���L3,,,{Hff jt/4k7ht• p/ab-3W/ 7 T I WAX ", Ly u 00.11 W/ 6 1's e0.1f y' j � SJt ` 3 I � I '. 1 SON SCa 7 I MAR LLEE7 T _1 -A swi '/4• RIM. I 1 t 4Y-2a3/4' S.S. BOLT �/ 7/B'.J/3r WIND OUT • I2 T/2 o.C. r Amma Own DOMDaIE ANCHORS !--�u9EEI efm= a lYaT III !$MC 7[ aacam m °t HaouNo MOUKBNG CONCRETE °OR- E rDa "�'®DIRECT MOUNTING OR W6 3CLLE J/6-1' 9GLE J/Mt' EA . EDGE OrTA CE NOTE FOR Cd■NATIon OF SfCT1O4IS (SEE SCHEDULE ON Tov t BOTTOM wuNnNcs CAN EE SHEET 9) COMM IN AM• WAY TO SUIT ANY RVSTALLATDN. EACH 'A R A tQ IRAL IW 3'-M-. SDa r Moo. �-O.Y.•®Mt® Nato ,' MNn- OF 17 1• MA1. i 1 MAX[ __-__. _. _ _"' FOR WDDD sISEE SECTIONS O"OM 4RMZTFOR CONCRETE SEE SCHEDULE ON �I2T •__._ _ REGULAR STOIHI PANELS l 1� Ar IfD ELEVATION / SCALE 3/32'-,4 1/4• MAX. GM 2.6r 0'BH 01QlJP -1 IHOE At4L11 �t4 WNOE211ED1110" Ile WX C« OR SE�N A -A SCALE 3/32--1 K- -6-.0 CD CO O U N Q 0O O C CU-v� C (Cf—cu (n = ICU_ CO O LL- _ O ICU .0 Cn '� O L CU -0 �— .a a U Q Z Z W J C/) "Relessesell' +--a C/) 0 i.m.. U 0 U ■ BBBBBfi V / LLI Q Z Q J a. SHEET NO. SH 1.0� 0.1I 1.- nI 1 arm. WALL AND FLOOR M0UNT1NGm%r5f1_".At le, 109 1 iTIM Was IVION -POOR a. Cannot a am '. tll!, ® w rrn�• •�n� ant. '�ntr �n� v�n� , t] Waon'", 1 smamw " no Sam 1 I t 1 .- M o.. v11 I I I I if.Ssii irac Yr I ' T • RIOT ! e>ai�i[ .r""giNt I I v .R! w_ -TIA Pal 1 i , I I �I^ I L1 OH m4l i t tT TII I I 1 1 1 j p��IA��FYEI t,Y.ALEa•I,f 2��1fR Von w aw a .-I + / aI r K•o 11ULLION SCHEDULE tan watt • a .) ow. axe. [>t + sY M•iutt� A D (sown M,•P a dI PO Ma MINION ! AN (m) ' IEOIIREO M. TNIE MNLOI " ( 4'-r 2". 3'. t/e' 4--r To s-r 2*. 4'. 1/6• > 51-W TO r-Ir 2*. S' . t/r. • 4. IX > W-10" TO r-O' 2' . r. Ifr of OR/�s-of:°�'a"� txEN,Eo SECTION 1 srALE NOTE IUAI:ION GIII ALSO IN6TALUFD W/0 sm"m PANEE.! ON TOP OR EDTTOII SO THAT rt IS LOCATED AT TOP OR BOTTOM OF OPEN6&. (ONE PAN¢ OPEtwRa W/ tllEE mP t BOTTOM) WAIL 1/4- - I- NISTLLL THE 21B WAL. I/4• - t' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO a' -a'. L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECRTC DENSITY OF 0.55 OR EQUAL TOP h BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. � :u■o�■anw���xlo�aLrE■■�■c■u � 11 �i�■1�A° . III �I. ' I�III_ ::11111111 1 11 All 111:�° Z. CENI.16 t :LMR UgLw INO WALL A FLOOR MOINITWO NEST I 1 ATY]tl - TENMATIVE AIR N•STALLATIOIIS - ALIM MATIW SMI (SECTION AT TOP IS LIMITED 70 +55.S-67.0 MAX. sRM1/4• - 1- AS.D. DESIGN PRESSURE PATBIG) "OLL• t/r . t• aTr as va FLOW M10LWTm • w � ro r N,wl Wao �. ti�Mo,PIr u INSTALLATM - SECTOM AAW 9GLL 1X - 1' looms I HIM A 2/4, ZINA 3/4 OR 4/4 ,. 2 tt IWA5 - I I ALTERNATE LOCATION ' f -..I ON LIFE SWEIY PA IEL L LOCATION IM NOTE Ima0 ) AREA REALIUR PANELS APE SAFETY PANELS I.•. RE61II/R TRAtKW/S OR ------'-. SAFETY IIOi Zr_ i w (SEE CONCRETE AMfApN / /, i' �i/ r>>I •ELOYO r TAR PANfl Q)_ro BE •TSTMLED AS IRE 1i1FII ,ON �� � LRL SAi[TY ilwm PNi1 OPENK EIM/lt,f,l ToMYE BE PROVEED w/ REAR NMOIECOt+NJI[tE MR7CR6 `t-•DO r t�` �,.) -----" ELEVATION WALL MOUNTING INSTALUTION WALL AND FLOOR MOUNTNrG INSTALLATN)N SCALE 3/32--1- - SECTION 1 SCALE: s/B• - 1• - SECTION 2 SCALE: 3/8' - 1' rI/. ra aw 00- ) • ) • 1H' MN Iw RIMS ON LIFE SAFETY STORM PANEL SYSTEM IMETAUATION : I. OR AS INTERIOR M SAFETY STORM .PANEL (ANY Prkl LOCATION BETWEEN FANEL CAN BE LOrATED, AS AN END PANEL 71FWSrI IE LASE PANEL) 1 8 OO nICROR MNDA. TOBMR IOWtON LIFE SUM PANELS MAY OR MAY NOT BE INSTALLED AWCONT TO RECU,AR PANELS fEt N01[') �ttgt�PA,tLYa. OR W/O REG" TRACCS) ,) 2. LIFE sAFtTY ! PANEL CONSISTS OF 0,030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COYPO/ENT . SHEET 2 Of DRAWING. SCALE TARS PMEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 1 LIFE SAFETY PAKU REQUIRE! TOP TRACK TO BE COMPONENT m A BOTTOM TRACK TO ALE As FETE S:xEr 2 of T185 ObKMNLT. p j wi '••• ••• COMPONENT Y ■INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I A 2 oN 7FtlS�lEET. AS (FELL As DETML$ , L 2 ON SHEET ,4. 3•`-`GENA•.. 1J �• FLORIDA BUILDING CODE 1+ YNoe Nt 4. MIr, LDICTH FOR COMPONENT Is 1S•. MIN ANCHOR SPACw4G FOR t ®ANCYIORAGE AT BOTTOM Is GMN ON II = * O107D A1� "c 20 GAGE GALYANRED STEEL STORM PANEL 4CIEDULES t L SHEET 14. *:• COMPONENT YAY BE PERYAFENT OR RENOw1BLE s SEE DETAILS FOR INSTALLATION INTO WOOD NAMUlDRI E 8GS ON SHEET IS. .Q ATE Y' E l"r�.7y�O,I: •.. OR prLLyMr�� GLOBAL Il E C O FMO. PROTECTION PRODUCTS, LL( «oo:w. WIaY a SEE SHEET 4 FOR DETAIL MHE PUCABLE TO THE NECESSITY FOR TINSTALLATION OF .• 'a ASS NAB sl N. W.t�yr ra Mac ps.TeR••ETs.RI. 3", (ps)tw Bn> SPACERS AT TRACKS INSTALLED AMIACENT MID SEYOIIO TO STUCCO/WODO BANDS. �� MAXIMUM A.S.D. DESIGN PRESSURE RATING (p m.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE we MY FOR &N IIORMIATCN! AS PER SECTIONS I TIM 10. ON 94MM {. 5 t •) at MAXIMUM A.S.D. • IOUm w/ 1/•1fY,• 11 " t ,T ~ O CANIAP a ,RIDWN OF WILL DESIGN PRESSURE RATING (pa�A) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i1) & 61 INSTALLATIONS INTO EXISTING CONCRETE i CONCRETE BLOCK STRUCTURES COW ONLY FOR PANE1SO& 9INSfYUA7W16 AS PER SECTIONS I Thal 7. ON SMELTS 4 A S) A. r!Wr 3Ap'vCENS4r •� FLORIDA BUILDING CODE h Y. Hu tons Zom No. 4167 :.k smao ATE00. t a 20 RARE GALVANIZED STEEL STORM PAM34 rP. * NIWU er ST GLOW PROTECTION PRODUCTS, I.I.C. R/n/ant �,(:•• ,c�•; � E '' •.. _ woo S.O. !, mtm sS/O t / AN tw a w• ,v w,a w ms. WNIE rysylw »M >ssew (rgTa Sm 20-178 . a a,�IN r11wO 11N t MLiR A�-e006T(MfTlb., P.[. nowxATQ ,>- I t ar a 10 AA56 OONOtIgN ��/Mtlo01, +06.6. -72A 'r-r on ,156 1 ,/4' tewouo / TiN1U 5 a 7 .5b3. -7t0 >r-s• ro r-r Msa 1 als• utrat[D , T,+Ru ! • 7 +ssa -no >r-r ro 1r-1• Ma t t/Y • ••�� e .w, -.w t:•-{• oR toss a tIY • ••�• a • • ,o IItlORr Af-0. OEWa Mitt (►.4.I.) t1OrM AIKT,OR6 7tYIC•E ,TAT ED. _ a 1/Y •' 8 ! NW pWYISWION IypAf, p�„LL ,DISH t• (tW INNa,M Cr laP-OtM qUt-N NWEIIq[ ION3 • WeEIgE I{ye W COtIGE1E otlltlltl[R W MIICINTE OOY�CRB ro oaItPE1[ o0a110kIA ro COt•Al1E •M'E ro comm r VA WA WA e' WA ' A✓A wA Oo►) • ! K/A N/A r r e r r r ,floc„",) r N/A N/A WA !• N/A r N/A r N/A a iron +55d -71A r NfA NIA NIA r N/A !' N/A !' N/A t fB0I,Y0 Y-r tKt tLS4 r N/A N/A N/A I. N/A r N/A r NJA ! {(TOP) OII L06 r !• N/A N/A e' r r r •' r a fEonoAl) Y N/A N/A N/A r N/A r ,yA 7 fW� r s• N/A N/A r r •' r •' •' a t 7 (IWTTOIQ N/A WA ,2 ,/Y a ,/.• ,a +/Y • +/•• a t/.- s ,/4• file • +/•• s RO►/BOTTOM7 SEE llNdi! to • tt FOR ANCIWRt "PC A, llRfii FOR NWNLA7NM MO wom FIMIt 61EDtn trWlw wrAIOR Wvaws AND MtaARr mR D,WI•ICE Al[ twtbOm a 7,R EWEOIILE FO11 C0. LESS Wq„ ItOt00N a fatfDl4t W®UCE wo,wl IFxCIIt or Mu1RLYNa BFAFa,D w,aRN a SOw.vutE or M F•LLOIt1N MCt01W. FOR iNt QdQ01 W R POBe+EiE RIWUC® SFPCatO OERwED LNt10 MC10N !,ALL I+DT R {!f 7MW inwrr aPAI'J,t tDCa,m ILLS dpl AM!lIOR TIE AT AMCIOa LLtFND. �� P/6 t/4•• tp•• t/{Y 1/41 Ip1 t/41 weex v tP-•w a`lt•N qe� AP. NIPeM WYF4N a •••,s.aaro ,tar O.I a s a a a a ,/s 116118E EL �S O■IEq 1801611 m sae ,m - ,m n - „ L0. I SA' LONG EBWI 1 1 .o lw ° 1 , 1 W I I I I 1 1 1 i 1 3 am 1 f SEE FOR WIt IRAOL • 1 1 I I I E _ 1 1 E 1 I IL , 1/4• L0.. elews Ylwwlt 1 w/ sti-iq4• sx Yi. O 6 1 4, D.C. FaR PAIIFI LDIPDO V ro r-r AND 6 1/4' O.C. Poll UWffM IP ro r-r I , a OR �1• 10 PPJIQ MK FDWL O OR 0WILWART PLUS • It $/1' 0. , WIN , I t{r 15n T1pAOFD PDRIROW AT t LbNION Or COMM HOOD MA FOR ALL UNITI 1E UP TO r-r Mn. SdLE 3/0-,' O ALTERNATIVE 0 ALTERNATIVE Y. I2:. _ IL/ ly;,. ICI • •,• is NGffi: t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS IY1TM A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO � SOUTHERN PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY 10 SUIT ANY ICI_ • LII.L .'f. _i•. -� • F . '1 _ • . .1 •. • A �1 ! L .; �1 J: I" ail : ALTERNATE S1UDS • (12 1/2. 0. C. TO HOLD 5/4' Min. (CASE 1) 5, MIP toAx e)'. ©A aR B '+• Bc,EDLAi ' scHEDLLE ' --{II ,-y-• a FNI � YN. ANCY1011 Mee. ANC/IOR '.SPACt1G SP.cwD 1'-3' IOC DETAIL 2 FLOOR MOUNTING INSTA I ATION {�PPUGAeL% TO SCHEDULE 2) _ bcMc. 3/tr - I. MAXIMUM PANEL LENGTH "L" SCHEDULE [ADPILFIrF Y TD f•TMIS 1 ! i ATFO FOIL PT eAPEv STOITM PAML •Y•rrM Ow carter i-,CONCRETE - NAt �Asn PtElrltE f. APPLcAKE TAtY:ON a 5P-eN ONA-w MtYIMW eLet[ w 1WELaIME PWe � F i coA1BA,M+aw Or 11EM NNSAw P.wR1. 1tNaII1 t• (IL) m ELOCA m mltcREE YOGA ro ca•10EIE ro toxuEtE EIDCtt ro ROCK SS.O. -ILO 8• N/A N/A WA 8' WA r WA 6' N/A 1 ! 2 (10P) 5-0• � LESS f• Y 9' E' 6' S• 6• 6' I (BOTTOM) e' N/A N/A N/A r NJA 8' 1(/A E• N/A 1 t 2 (TOP) 6' S' S" b• 9• 7 1/2' B- 9' B' 8• 1 (BOTTOM) +Sao -7x.o r N/A N/A N/A 6• N/A N/A 1 a 2 (TOP) 7•-b' TO r-a• B• 4• f• f• S' 6' B• 6' B• 6' 1 (BOT7t1M) MINA �As.P P116YlRE f. 1 (WD B 3/5'.. Fdl Tv R AOQ OB[ I (u B r IM Abl TOP v NBLU � TIO P� LENGTH t' 1+1�/ - - OF a46.2 -51.5 3• }•' { I 4 1/2- 2 (BOTTOM) T-r OR LESS +52.8 -66.0 3" 3' 4- 4' 2 (BOTTOM) 7•-6. OR LESS +35.0 -720 2 1/2' 2 1/2' 4' J 1/2' 2 (BOTTOM) 7'-6' OR LESS +55.0 720 2 1/2' 2 1/2' N/A (BOTTOM) T-6' TO 11.21 +ss.o -72.o N/A WA s• s• z (sorrow) r-o• To B•-b' ,4YYRY ASP our Ft�'t)ARtI tM. WlbdbL.1f�60M � >IfCRO,tB uereWN wA•eeeeep0e oM oA .e•{. -7xo r-a• I ale ,.room fFi SH1Qf 16 Fa IFID,ans TYPE • erAoalo roR RtsrN:LlOtola tlm ttD00 FRwE aua6ElE. WOMAN ATrAtoR etaptrs NO MtiERr tDOE 06TAIItY AM RI6trAtm a me t0•AtitL FOR tO. Iffi 1NW ttOtDON ON 6D6D4L Rm110E ANCHOR 71A,C/16 F MLiwiYR19 Y11CRW lCMi ON WafDt11L K M FCIEOReK !ACTOR r011 1N6 OPEtwt10N ro E POeB+RE, R[D{IOm sPAatN /IRAtRD ue,lo FACTOR tEeu I,m E[ t1ss IHNI twwRr WMetT• I,o1DArtD FOR rAa ANCIaI TYPE AT ANpIORB Llaloo. AilETIOR 1WE _Y/41 ,/si tp•• t/4'• 1/4'. rPOWI v YAr•aw Awul-n tw WOwt vtraW a a a a z ,R 'I•vtwNw O+) s a s a a w.a llw w tN a a tq • AMA BC B1TIO �6" 1M01011 r (vALID ONLY FOR w. 6BTALIAtIOF6 AS PER SECTIONS 1 1i86J 10, ON SIEi75 4, 5 A 6) Cn -Cu Cu CU Cn cc o A50. GOON ItA11MM ANLTIORE t•xnIO PMI as . s I/1' • stood , A, tIAt0MIN1 WLL TAKON OF TAP-aw aAA-N WNFLTM,E sE>MtE IO RM®MATE T'LNB soMD ATI PRESSURE MTRD (pal.) To CONCRETE To To aat+aETE 6tOd To mN1:IEE To aotrAETE 6LDGc TO coNr1E,E TO mIIORCIe WACx To aoNu,EtE TO CAtR1EfE BLOCA TO tOFtOIET[ ro ta1NDREE RDCA TO CONL7IETE To OONLaEtE 6WCN my w,lallarott OF THq Loom t• (n.) B' N/A N/A N/A b' N/A 8• N/A b' N/A N/A N/A 1 (TOP) 8' 1' N/A N/A b- 8' b' B' b- b' N/A N/A t (917710M) 8' N/A N/A N/A b' N/A 6' N/A b' N/A N/A N/A 2 (TOP) 5' N/A N/A N/A b• N/A S' N/A S- N/A N/A N/A 2 (BOTTOM) SSA, -72.0 8' N/A N/A N/A 8• N/A b' N/A b• N/A N/A N/A 3 Y 4 (TOP) >7'-S' TO b'-8• OR LESS b' 4• N/A N/A B' b' b• 8` 8• 6• X/A N/A 3 (BOTTOM) B• N/A N/A N/A b' N/A 6' N/A 8' N/A X/A N/A 7 (TOP) b' 4' N/A N/A b' 6' S' 6• b' r N/A N/A { R 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4• 12 1/2' B 1/4' 6 1/1' 6 1/1' 8 1/4• B 1/4' N/A N/A S (TOP/BOTTp1) 60A. -533 N/A N/A It 1/Y B 1/4' 12 1/2' 6 1/4' b 1/4' 8 1/4' B 1/1• 6 1/4• NJA N/A 8 (TOP/110TT011) 8•-b' TO il'-Y 65A, -72.0 WA N/A b I/4' N/A B 1/4' N/A B 1/4' 8 tf{' 8 1/4• 8 1/4' N/A N/A 6 (TOP/BOTTOM) r-B' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A b 1/4` 6 1/4' 6 1/4' B 1/4• B, S. 10 (TOP) 43.8. -460 b' {' N/A N/A N/A N/A N/A N/A 6• b' 6 1/4' 8 1/1' B (BOTTOM) OR LESS 8, {. N/A N/A N/A N/A N/A N/A 8' 6• 8 1/4_ 6 1/4• S (9OTTp1) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A NjA 6 i/{• 8 t/{' 8 I/4' 8 I/1' 10 (BOTTOM) SEE WEETf 14 It AND 12 FOR AND,M! TYPE t fRVCNO FOR e16BEN0ION! INTO W000 PRwE BtYDeIa MtWA4t MIIaIOR W'AVTOS A+IO taNMY kD0[ YBD•CE NE IIOtbOfD ON 1N6 EOIEOARE. 1O1 F0. ,m 17WI IIOIG/ED ON SCI6DIAF EEDIICE ANCHOR SPACtIO M IRATPLreIO SMCNO 9t101IN W BCIt[DtAL Of M IOam1116 ►ACTOR sOlt lla WOW,v1 W fE FOEW6IL REDUCED S/ACl16 O/sIRLO tAWMT !ACTOR SHALL MOT EE l0t 1lMN IMNr fWOeK RIOIG11[D FOR WICK AIClIOR IMP[ AT A1waIOIM 1i001Q ISO= lYlE 1/41. t/{•• 1/41 //{1 1/P. t/11 tMNtaN or TIP-w J,dSTALLATtON DETAILS FOR REGULAR PANELS (b INTO EXISTING WOOD STRUCTURES f T V - I 14-,a PAIE1MAtt PLUS ,�is-,o PAr6.tamE PLub ME�pER � ' 6 io4P oci/ �. i� E 1 4. O.CIW/ il�7ro• 0.CI�w/A� � fEOI'NEO - I %�waOD NFiOEp m EXISTING Ia00D /!EIDER Oa51w/G W000 IIOAOEIR �',\ uww tTR1D • / � i Yea Tao • / I• • tN' an r` • Vc of \ _. • +p' a< i naao HEADER �' Mn. `, TIOOD HEADER r W. , � � �/•L RE evll/tutl a ea w>,EYAE a TEE taImLAE a `Y j Palt � • ' POP W,"'�A/Y•�MtMN ` FTw 1,61aeTu,wt+on : ro etArE. A � ►� IImIII MI vwtEl � ,� _._ __ -- - L[NOM Mmc PII�], lF)16iN 1/41-1R, sue, � (SEE NOTE t) • +.+t ' ( xotE t) ,/c�mn• aA , (!¢ xorE ,) an ,Art -- --- f WBIY O.OW � • L1a®N a105N i f CYGP a4D6N � i ' 1 stir lOII � Sex ' Of t• I OF 1' � OF t' MAK ( wtE,fA I _ L - 1 i/trPNS yr/q- DWn 8RO • I i • q ,!: O.G T +HMO xUl • ' 2�gAl,m Y rb J �tiV I ' 2 � I I, 6 t .• ac. r Tlori �• s V c�si+, �J' Moo,N a w1 LRD WIOM or RATE O.0 STA60f11E0 W ATr8EA0EID PIATE �t ✓� BONE 3/6-1• SCALE Imm- 3/6-1' !CAE 3/6-I' I. INSTALLATIONS FOR AL7ERW1TNE5 8w. OW t 10W ONLY VALID :OR ,tNII euaaNcs WITH As.D. ceSTTxI LOADS UP 1q +47.0. -4Ao aP,• AND T PANEL'S LENGTH LIP TO 12'-4' �tr L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 ■ SOUTHERN VCENSE':�i PINE NO. L W/ SPECKIO DE)45ffY OF 0.35 OR EOIW_. FLORIDA BUILDING CODE (High Y"Womelty Murr(wnt ZoT,a IWYIF F'OR rnvawATteAI OF SFCTxM6 i ;• N0. 4 .:• * •am At60, •c 20 CAGE GALVANIZED STEEL STONY PANEL tm,FrPi.Er. TOP a BOTTOM LeDLRITBwS CAN BE ?< AL PROTECTION PRODUCTS. U.C.n/1r/1tr COMBINED IN ANY WAY To suer ANY �i 9•• � �",.. 1�1. "m INSTALLATION. $ O •• R R10 WOL aet ae Of tW6iT A+,•E,j`S.� • A '(`�: �•'� a sr. a a wr 4Nora N atl. NOt: (tsslab r", (ss4)ts•-tTt7 20-178 • t 1EAL/•OYa1Alf/OAIE OA-WOwrit a- Nra at a - a•. OR.RRM MR ,W.TOI A a'. PE T'• - f161 tt d >• L U N N U- � a z z w J N o .i o N DETAILS FOR OPTION -- _-L__ . . 11 1. 1 1 _ ----- ---ANCHORS (SEE SECTIONS ON SHEETS 17, 18. IS t 20) --- 3A/17, W1a. 6A/1a, ayTa, 4yn. Lt8/1S. - T wx1 1 MAN. HMAN/I1. 7Aw/t9 a awF/m 1aW/19, 7M/H a 6M/29 ,' Lam. ----n111 _ C O - O O O L` `i1 I I ' •14� -----� 4 7H col i 9 ' 1 !w" "N" - I I .ifEV srPN I 1 .wl.l A. m TIE oya1EL I 1M � 1YJ,',� na Jr= I I ! _. 1I 1 T5T T v 7 1 '-OFwna+rw�t iRETY� {{ ' f '� �'. � � ►M6 90TM11 OOAII[� � 6 4 �' i aA/n. 4yn. ITIL/16, ar MI R mar t W6I IM6- 3�/t7, 4fL/». 6a/t6, 3. .t' MEN. aAwl79, 7AN/19 a &Ww/20 smum N W I& 78W/HI a 6M/2D _ANCHORS (SEE SECTIONS ON SHEETS 17. 10, 19 t 20)----- SCALE 3/1r•-1• 1/A' fat w i !PI®s B>(a SECTION A -A �.•L S A _L LL MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.W.(.) L 00 (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 a' -a" 2 3/4' UNBOLTED HEADER - MI Dom , ,n MIN, nOOD HIADER la2N AT WOO `, , , In• ) 1/4' POW IDP.TH i (SEE NOTE I BELOO 1fJ. avFaMIMR a w 11IAae , : NoouA cell Pa,. 1O 1/4 1' ' .... Wp J-11- _.I - @ cow. TAFCM a r ac. INRIDOOD /61flRA1Q1 A WOOD HEADER r fOIMNwH I .M oaf Nm to - ON 1. Mai ` PAMEL LENGIII Dum NOTE , BU.aw) e, f 0.L__i _.._ mn. ' LIm �J I h/a•N . 3/3r WINO NU `- I -W 11 Wit (:flODI.Q ,.y-- - w + 1 1ANL tHIwAo® , P(�.ME1� ,,TOM M MnWMTH `� ., ,I \ 1' w 1 1 Awl. ,MWeOm R MOIMN pETE EwE�RA7OM ._- PLAN I___,_ -_-...MOOD PLATE Ia ,,T 3 TFT SCALE 3/67-1' WALE 1. ABTAUATONS ME ONLY AMID FOR BUILDINGS 01H ASD. PENN LOOS LP TO .504 -no PSF AM FAWL'S LOKN w TO r-r. 2. FOR NEW ROOD FRAME CONSTINUCIOM, WOOD COMMIS TO OL SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.25 OR EOIML HEADER Am WOOD WAM Y ,/4. .I. 1 Na EW I I L NR1Mc ®.� PAWL Il 6M DE 41010 in a16 Ella I ' (SEE NOTE 1 BOON ' 1. PANEL tI/SIM S.S. M.S. W WHO 1A113 I41. O.C. w f I 1 ' I� ,IIDEMVWN a OF PALATE - /4-A- _ !� W/-`NUT ._714Y- VSHI a ,2 t/r oc ` 1 'j sum (IrRIND) fart OE Y1 PLATE �.�WDOD PLATE LWALL T" SCALE 3/a'-I• COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCA1E 1/2-1 ) ------13,1%' TOTAL_- .. 12.500• (EFFECTIVE WA"-----'- Dow MR. THICK Los?, OILNWQo, 1TIQL � A J30r 2.000•• , ` TYP. A9TY A..fSS ED _ EDGE COME: ID wrw O[TML NL�' `,-SRTAE A flair ----------__. --7.JSD•-= � t.� L------- ra3o• - - Q STORY PANEL / HEM ENO UP wi /wliMEo CODE, ` / J `tijsa• �_ • ` . ISOMETRIC YMif DETAIL A ROUNDED CORNER a ENDS OF PANELS DO UP W/ HE*= EDGE. (N.T.S) N O 3"'W(biax.) ALUM. ANGLE f 730' .065' RT9•) Q t,SrOP BAR Low 600-75 Rum. ALLOY I Lj- �q N1s• .250 r-- 2.470,_ _ O REVERSED who TRACK s,r IF 3.750 i _ 1 iTYP-) 1 t 4 WWI-75 Rum. ALLOY 1D- O REVERSED aUa TRACK 2.00D' I_ -� ,2s• © 22*j3*( nY) ALUM. ANCU nW ^W O +�-+ D Q O INSTALLATION DETAILS FOR OPTION J2 E SA FOR LIFFETY STORM PANEL SYSTEM iNSTALLATION DETAILS FOR OPTION 2 FOR UFE SAFETY STORM PANEL SYSTEM � -1 N � N INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES •� U � U)/E� i e' TA►CM AA1 m" _ 4C TAPCCN ANCHORS 1 4' TA'COM ANCHORS 1 4' TAPCOM MICIORS � y REaLrEO - BLOCK PE01ME0 1 sLo« REO3IED 1'�PJ'9 as �r o.c. �Lo, oM ANsaas o• D.C.V 'r D.C. e r D.C. TAPOON ANCHORS 1"N OR CONCRETE Olt 4 EtE41m CONCMIE I CONCRETEPDU9ED CGLOCK ONTRtE._ja OO�'- BLOCK RSAINUED 1 LL 1R[OIMI[ BLOCUC _ RECLINED TOOT OCa \;',_ \ \TOE 0 0 w vAWs a ; r�tyowwlRDo�r w j 1 raty%sw�wr w ' 1 w.�wwuwt w ' t - 1 /� C\ r w rwoMt a r +Pot 9A a f- ICSAk • i ; '� 1 w" f�Pw�r w ` -n � w ' lY �a � V�/ O �L W IIP�Y1a � ♦\! I Par it ! far 1r Naf r ' fear W f a a s co c �--' E j , � Av aAss i � "i .. _ _ . nl . yjB .j CLASS I- .� Cn Q � ��,���y�.E••'wwn�=i- �u � � j� 'LL �� .� `r� 1__._-'�-_-.- I '`�.- �µ� v.�aar t;��! i fi 6' 'r 1 fa W/rMG NO r _ __.- � i 1 i � � a arm • i 4EA- 107 Ir -.3 sY-2a3 aSSMR F-t t2/pJ �1/S•fx3/321 wM0 SN'AER . !MA WASHER I 7 4 3/3r WINO NUT - t • 3/32- WIND r• a 12 t/2. O.C- (BEYOND) /4-10'A ►ANEl1M1E PHIS w/ - ' /la-,OY PANnMATE rPWS W/ . 7Nw¢R a 12 t/2. 6.C, YaMNER (aC/0ND) j Y a 3/31'• MA NUT WASHIM 7j191 x 3/3r WIND NIT wRN 1 ! TNOIN AtNO10R6 i 1 4' TATN:ON TIPCON A/ClORS 7 4' TAPCOM IIOIOR6 / ----i s IT OJ: . _. 4 1/r O.C. �RiaHDn, o.c W 6 //a• as SDEYONo) KTNaOAMw W/ solo) (9TAGGEIIkO w/ son)' __3AHRm CONCAE,[ . -POURED IXIIICJIE7[ __P_CIIRD CONCRETE _diUREO t:ONC1EIE •.. - OOIOE 6lDlR _ CONCRETE BLOCK REOI�tDD BLACK sAOM OR CONCRETE! INIQUIRED ommm sOCR fOR CONCRETE: gmu scat IEOtUIYD N1E0UMS0 WALLWALIL Wwnw. LLAt>!Bl WALL MUMM _-I�L{JIIOM YPALLM M WALL :6B Es JSlALLdAM �lAt�dIl�4 L LLIEE�! -1' tYE �' 'AIIFL LI!!< MPMITI IEL SCALE 3/6 -1' StJ'lE 3/6•-1` SCALE 3%S•-," SCALE 3/9'-1" xAa.E 3/r-7• � A T SCALE 3/r-1 tµ4 $ - I la T Au FOR AINTO W OWN: A AICIpR ItR M 1!a'P 1/4HN V ,... •: ••...� N)' FRANKO roR IatIILA1ONe Alo 6DaO M'DIM Pp TI((/T W 21IQT 19 a so Pa AI TOWS iW[ • NIIIWLOW tm wwwi ...... .; rRaa a1rAeIN. Mw AIaMI WWNr PJ a FG ,..:...,,- sP1aNc rNM NeuNLUomlm Wro aeao Wo" RICH" vmm AN NOUN am ortANIx ME "mum DM 111w •w.I1N4N.lO OAaMr BN 3 �. �r FRANK.•\(•1� :� WMIWJM NCMC* SIMMONS NA Naal WPPa a 3 u1MOME No EA. un Imm NW 0 DR asMrAi O.aAr w 00 a V `� flAiRWA BUILDING ))ODE h WI9a "to ON Zone .orum�ar THIS NU •..aaa 9w 3 a ('�). 44167 nmm euum t:ODE M h woo Nu►AoenP Zam SCHICK t Imm" ANCHOR w m a AATINLWO wNafG WaWw aR SCIIDLAE TALK u fsOE IT1016W { N0. At i .a2a loam. PC 20 OAOE OALYANIZED STEEL STORY PANEL rP. 9C1i®mt ICU EA. HEIR THMw NeOOE9 aN tLP NIy O>•NN w PN a s 1p * i 20 112470 nww..c BADE BALYAN(Ii0 STEEL STORM PANEL FP- SOEdAL NMkU ANCHOR WICN IC lw af THE POLLOWiO FALTNw. IN IHa 34 2 ; * w m BF. HIIUrL,WIG MVC3w Now ON SCOAAE WJL sm N TATE i Q DNMIM 9I: OPOINIM m BE MONIM MCKM ____-..I 'm � 71f : M At FOUMM MICRO, FOR 1- wom CMAI® um m m aPU. wOt 2 1 OF/aR/aw OFUVAM m a Past IMMZD DT/s/'a a L!$ AWN Nomw NML7O Nelwom -L° .- __ . ___ m ; TE L PROTECTION PRODUCTS. LAC. s --- E' •...... PROlECT10N PRODUCTS. U.C. FOR OCA ARCOR TIP[ am THIS soma _ _--- _ r �'�li'' RiD y� aNm EE s, nHIfD 1Nfe a nw iwrRN IPrO16 II fD I a 1 -i.m '- 1Ae - 3 OVAL 4a4 au N aw3t '� IL E C O AMC. -�-- IL EC O INS. n,uMwP .a w a 4PPf. w N11wt 12N4)NNN-T3N4 at 084N�4m 20-176 t 1N 20-778 P11R 131CI ANCHOR tn[ ON tIa 7'C1®At r aN o DIN4 a mu LNN)Na-Tur. RN: PNaNa-NA a 1 - n.. � wr-PIN. u.: twR mwr wI•,mN71e w cameo N- YjI-7N w w tlaMa !I. Z. COAL A UNLIT R.. Pt Natr 17 a N ►.E !aN/rwAtUR/MA Wwip A 7All A.. Ft wQt a d' ri smi ON a a• Oc. how. 7HRf/0E0 R AT WDOD CD w >wlmrwM W ' Y• MOH. bSCHEDULE PANEL l CLASS Oi, S to BEL (SEE NOTE I RIAW7 ! i I I I ,E \ 1JXV . 3/32• WIND MU! 2 W _ +-� ', ll RASHER e 5 1/4' O.C. 014-10 1/4'ANEUATE' PAS/r AT wIDMmH Or PLATE >dAuMcslrmns riE, esi's SCALE 3/r-1" MD�Es 1. INSTALLAOONS ARE CNtT VALID IN BUILDINGS WITH ABA. DESIGN LOADS u► to+%.5, -mo PSI, AND PNNEL% awm upTo r-r. 2. TOR NEW WOOD FRAME CONSTRUCTION: 1TOOD MEMBERS TOI E SOUTHERN PINE NO. 2, w/ SPECIFY OSN OF 0.55 OR FDUAL r O C. MEADED DOD 1• Yo.. PANEL LENGTH I NOR I BELOW) NUT I Y `�7i•1 L�� mmij-'s7m5 3- IAN, 2'/24 V/24 4 (TIE ROLE 3 maim) 1' Mw, COMCEfE AINCKNS Tih- S' Ym1. �--- Lms tNL2imlRE a mat 3N) ' "'� t• ItL 14,• sat In• _ lip 64 Dow PAI4i_'_.+.. (MOOR AWw (AaUbIM raw LWWWR MY I SEE I'M 2, 2. 4 M" ,O NOTE I I I A 4 990A 3EE A 4 ♦ rA1Oi � i I I I I � 1 1i 1 t• � I 4; t 1 I T� -_� _. • - _ P I I• 14H1- 1aMM11J10, Y. _ _ • 4d w W 2 1• ,.. .SE 1 (- • i 8 Cart 4 BQcB._ - �.- raR CONCEDE ANC m SLE � IeR 3F p6pE • 17. r rRO*mr I V �SNc RRURM PNQE- -r- �- -• WIND, )[ COCA ON 1• MP` t � 9RaYETi016 ON YMWA EaE TG Ian an I I/a• I ,/r` WIND, PANOsJ , 76• + LAST %THEE ® m BE 21STAI84 AT EACR LAST MNCL ® m IE #wx m A GCI ome !NIL NAM BE PRWOED w/ Em"nowOPDNNO BALL ALwAR 2E RRIAOED w REw HYlp1E m FApURAE 215TAU,IOf1 Rw Hw L FAQS is 2emLA EA s 2EETEIm m x NsrALm rwow IF m a[ NaTAIIEO FaOM E-2 HANG ORY PANEL SYSTEM ,� or gmxltm IE-Z CLANG STORM PAWL ST!STru rant or s1IalcRAfE 1EWIiWI= J • ,• - ,ORE . iF 1/4. 11.a DPI 1/4• IMP. wp 1/a- Ma TIP - _- VN• IMr. TEN--{�- &OW Nw w ®' Sim -� j�y A -A .�IJB-B �'LEI'rWoa`PNa`�"1D1 hm ; TORE 443r - ,- (1). DEFINITION OF Rawer IMM E - Z HANG STOW TNMEL SY51E11 HXMSUlTWO OF PANEL . aifli_: TRUE. S M M;AfL- iLMAIE PLUS OR TV LONG (1). E . 2 HANG STORM PANEL BOT SYSTEM CONSISTING OF PANEL . (2). ENO PANELS SHALL ALWAYS BE COMNEC7ED TO !IA WALL BY MEANS OF C- TRACKS TOP !BOTTOM. PANELANIES OR. IF R19ED Y W/ 15' LONG 1NACK A[ BOTTOM. END PANELS (2} ,EEO PAWLS SMALL A.WAYB FE CONNECTED TO BOTTOM HACK OTHERWISE A STOP BAR SHALL % CONNELTEO m w/ 1/41-YQs3 4 S. w 7/((5,13/�r @EJ SHALL m PROVIDED AT TOP OF 9JCN PAFEtS. WING NUF OR 1 4Y-SORS MIR. r1NlMB6dEL RRG TA� (� EkCEPT (3). IF FND PANELS AIE TO BD710M TRAN"JL, COWECTOn SHHAIL CONSISt OL DEHCd6BED ON (3) ( A6 t/4•P-20NJ 4• M.s. w 7 PIN.�3//yy�� WING HUT oR 1//a•2R3/4• LffiF TIAAie$CM (3). FOR CASES WHEN END PANELS ME ASE JORITI.r w/ 19• LONG ® AT ERG TAPPE ICIA1 Y (DCARON Or FASTDEIIS WY 8E Al ERHEI or TOO E(niM sUT END PANELS ARE MCI OONNBCTED TO 80TTOY 1RACK 7C STOP BAR EXTERIOR FIAT FLAGES OF END PANEL (PJ .. BE PROVIDED M TOP OF $11CI PAWLS. (4). IN CASE THAT ENO PAVES ARE NOT CONNECTED TO BOTTOM TRACK D.f. A STOP BAR (a). FOR N9TALMTONS WHOM END PANELS AND SCE wRROR PANELS ME DIRECTLY S ONLY USED AT AT LEAST TWO PAWLS SHALL BE COTO&= 10 BOTTOM TRACE AIOUNTEO TG EIDSTIHG SRl NLMJ. MEANS C' pA2WUAATTEESS,, OHW iN1ERnIN PANEL USING SPECS ON MOTE 3) ABDYE M sICH CASE CONCOCTION OF PANELS MAY % MailD JONILr w// TRACK AT BOROIA ATTKIWM) 8oT70M TRACK TO WALL m BOTTOM IlAcl( MAY OCCUR AT PANEL LACAt1011. w/ 1w0 PANELNiES rQ(LOMND SHORN ON ELEVATION AND w[ VIA 2" (5) SEE SECTION t', 3' a 4' ON SHEET 24. SEE ANCHOR SCHLTXA.E ON SHUT ZS MIA. EDBE O4TMM FOR TM CAS NEEROR PAS YSEp Y / tll NW HEED To BE CDIIIOC7E0 TD w ANY fWUAEL TRACE S1WL INSTATED ,MF"SE A: T�[/j - LATER OVERLAPS RETAINED BY �. LEFT a RNMIT SIDE a PANEL) NNE OwAIISAt AIdYEi VIAL E-2 N6AO nTVifrA PIBFL lYRT9Y 1, E-Z HANG STORM PAWL AgWN ON THIS PRODUCT EVAI.UMION DOCUMENT (P.E.D.) WAS 8EEN VEREED FIR cOMPwct N ACCORDANCE MEN THE 2020 QIh EDITION) OF THE FLORIDA BULONG CODE. DESIGN WIND LOADS SMALL % DETERMINED AS PER SEE, ON 1620 0E THE ABOVE MENTIONED CODE. FORA HIND SPEED AS REDlMEO BY THE JLRIS01Cit0A1 THESE SHATTERS MARL m PSTALLEp AID FOR A DIR[CTGNARY FACTOR K4.O.W. USING ASCi T-t6 Ain SHALL NDT EXCEED T1fE NAEWLa (AS.D.) CCSGN PRESSURE RATINGS INDICATED ON SHEETS 23 t 26. N CIDER FIRST THE ABOVE A.S.D.DESON, NNO L E S BY WINO MONADS THEM BY .6 PER DERV 7-li SHALL 9E EtasT REDUCED ro o. DESICNI HIND LOADS er MUL7IPLYBNG THIDA BY 0.6 N OMEN To t0 COMPARE THESE w/ MAX. oIS.D) oESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 25. N ORDER To VEIBEY MAT COMPONENTS AND ANCHORS ON ITNS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE N ALLOWABLE MORE MR BYD IDADS WAS JEM USED N THEIR AMALYAS. FATENEIS SPACING To MIXED HAS KIDN DETERMINED N ACCORDANCE WITH N.D.S. 2015, STORM PAWL'S ADEQUACY FOR IMPACT AND FATVA RESISTANCE WAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1622 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. ONO. REPORT f 2032, AS PROTOCOLS TAS-201, TAS-202 AND TAS-203, 2 THIS SYSTEM HAS BEEN DESIGNED To % INSTALLED ON THE OUTSIDE OF THE OPDWNO ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIT, THIS APPLICATION IS YARD LAWN INSTALLATION IS INTENDED M M PERFORMED FROM THE I M OF STRUCTURE. 3. SIRES IWO INSTALLATION IS APPLICABLE TD SMILE AND OOUsfHUNG STYLE WIDOWS *04 INSTALLATION S REOVRED To TE PERFORMED FROM THE INSIDE CW STRUCTURE. 4. SERIES MOO NSTAIATON IS APPLICABLE TO SIMILE AND DOUBLE HUNG AV HORIZONTAL SLIDERS SINE WINDOWS EN OWS WH INSTALLATION S REQUIRED 0 K PERFORMED FROM THE INSIDE OF STRUCI'UILE. 5. ALL ALUY9AUM EXTRUSIONS TO BE 6063-T6 RUDY MID TEMPER (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 AU.DY. 7. ALL SRCEL SWEET METE PANELS STALL HAVE STRUCTURAL DUALITY 91E6. ASIV A-653 GRADE 50 Min., OILWARED STEEL DCSIGMhTKIN W/Fy- 59.5 aL (OFTEN ROLLED). a ALL SCREWS 10 BE STAINLESS STEEL 304 OR 316 AS SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 W/ 50 AN YIELD SNa:7D114 AND 90 kM TENSILE STRENGTH At SHELL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. Oft NISI 304 SERIES STAINLESS STEEL. WITH 36 MH MINIMUM YIELD SIREN17 N. to. ANCHORS TO WALL SMALL BE AS FOLLOWS: (A) To T/4•N TAPCDN ANCHORS AS MANUFACTURED BY I.T.W. BUI DE. NC. (MIL re:-3192 P-61J 1/4• P K 7/6' CALK-M AMCIDRS• AS MAN IFACIIRWD BY DEWALT W. (MEN. f': 3000 W.a1.) - f 14-10 PAND^1E FIMA E O At PAN DAMIE PLUS AINDKOIS. AS MANUFACTURED BY ELM CONSTRIXIM PRODUCTS. Ira-Sm psi,) At) MINIMUM EASEDMEM Of TMCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• Alp 2' FOR PANE.LIATE FEMALE IO t PANFIW7E PLUS. At) MINIMUM DOM OO Or 1/4Y X 7/8- CALK -IN ANCHORS SHALL BE 5 7/6- INTO CONcarm NO EMBEDMENT INTO ANY FLASH MAIERAL SMALL ND PERMITTED. 1/4- 0-20 SS SGEWAK BOLTS USED SHALL SE LOW DIDUGN(SEGUID ANY FINISH MATERIAK E» TD ENCIGE 3/4' INTO ANCDIS. A3) N CASE THAT PRECAST S70NE PRECISE CONCRETE PANELS. OR PAVERS IS FOND ON THE EIOSTNG Wu OR :LOCR, AN04M SWLLI BE LONG ENOUGH TO RDUCH THE MAIN STRUCTURE BENND SUCH PANELS. ANCHORAGE SHALL BE AS MENINWD IN At) AND IN A,2). (B) Tfl EYISTIINt rnurtPPTc g .I 1 1/4- P TAPDON ANCHORS AS MANUFACTURED BY I.TW. MA-DDL, PC t/4. 9 X 7/11' CALK-4M ANCHORS, AS MA&WACRIIED BY DEWAL7 INC.. (rm.1500 D•N.I.) f 14-10 RMELMATE FIDA" O AND PANELMATC PLUS MOOS, AS M MUFACTURED BY EL.CO CONSTRUCTION PRODUCTS (r11w2071 (u.1-) GINFIFF *am an $Dow IN r �Mr, I MAIL SOWN 1/2' . Y U.A Ri) MINIMUM DAM" OF TAPCOR ANCHORS AND PANELMATI FEMALE O Be PANEUATE PLUS INTO CONCRETE BLOCK S &L BE t 1/4'. 8.2) MINIMUM EMBEDMENT Of 1/4•0 X 7/e CALK-N ANCHORS 9MlL BE IS 7/8- NIO CONCRETE NO EM8MMEM INTO ANY FINISH MATERNAL SHALL K PERMITTED, 1/4. 9-20 S SIOnFALK BOLTS USED SHWA K LONG ENCUPKSHOULD ANY FINISH MATERIAL MST) To 04MAM 3/4• INTO ANCHORS. 63) N WL THAT PRECAST STORE, OR PRECAST CONCRETE PAN83 BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO MACH THE MAIN STRUCTURE BEHIND SUCH PAWL& ANC ORRIE SHALL BE AS MENTIONED N III) AND N 8.2). (C) ANDOMA . BE INSTALLED FOLL068NO ALL OF THE RECOMMENDATIONS MHO SPECIFICATIONS OF THE ANCHOR'S MANUF11. a SHALL BE THE REMISSUM OF THE CONTRACTOR To VERIFY THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER a 10 BE ATTACHED TO RISURE PROPER NDHLORICE- THIS SHUTTER SHALL ONLY % ATTACHED To CONCRETE BLOCK OR WOOD FRAME BINDNCS, 12. THE ISTALLAIIOI CONTRACTOR IS TO SELL/OYRR ALL SHRRTDT CCPoIENT EO:ES WHICH IEMNN N CONT RURA CONTACT WITH THE BUXOM 10 PREVENT WIO/RAIN NTRUIRom. OAURK MIG SEN, WWTMR TRACKS ALL AROUND FULL LENGTH. 13 STORM PANEL INSTALLATION SMALL COMPLY WRH SPECS INDICATED N THIS DRAINING PLUS ANY GULONC AND ZONING REERMATIONS PROVIDED BY TIE JURISDICTION MM61W PERYR IS APPLIED To. 14. AV" WIDOWS AND DOLLS. NC. E - Z HANG STORM PAWL SYSTEM- IS PDOOR POMM, 15. (4) THIS PRODUCT LYALLMTON DOCUMENT (P ED,I PREPARED BY THIS ENGINEER S GENERIC AM DOLS NOT PROVIDE INFORMATION FOR A SITE SPECFIO PROJECT: I.N, WHERE THE SITE CONDITIONS OEWATE FROM THE P_E.D. (0) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION; INCLUDING LETE SAFETY OF TIRE PRODUCT BASED ON I" PALO. PROVIDED HE/SHE DOS NOT DEVIATE FROM THE CONDNONS DETAILED ON THIS DOCUMENT. LXNSTRUCTON SUM At BYTE S THE CONTRACTOR'S IESPOSSMt1Y. (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WOW IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REBSTERED EM MEER OR ARCKIECT WHICH WLL BECOME THE FSGMEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL WE RESPONSIBLE FOR THE PIIGPOI USE OF THE P.LD. ENGINEER OF RECORD. ACME AS A DELEGATED DIE NEER TO THE P.E.D. ENCIMMR. STALL SUBWT TO THIS LATTER THE SITE SPECIFIC DRANMGS FOR REVIEW (a) TINS PLO, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SKINATUIE OF THE PP M39OW DIOEEp DF RECORD THAT PREPARED IT It. STORM PAWL MAN UFFCTLREIrS LAKL SWILL m LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N AC(AIONKE TOM SECTION IMS.93 OF FLORIDA BUILDING CODE CIE LABEL SHALL 8E PLACED FOR EVERT OPENMIO. LIBELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORID BUILDING DDDE No. 44T67 T FLOOR BUILDING CODE h Voloft Mu"Wom Q�y� �FTL a2NN TaNwr .c 20 BADE BALYMIRED SFEEL STOI N WMEL ar! wao- PANEL jCONCRETE OR CONCRETE BLOCK A�IaIpA�p�1�rr °y�waoNw Al .�,p . 1 ; N aERW 1 $ WIN.T � TO 4r ar► H OMlrisr lI 1 NF X W. 0 SCALE I 0- Aw-. ID wWpROWaa pia Magoon HOW um cP,MCI MwM AS E W M,.a . E a 0 NwNOc�11 ,o +Mow a AN,DR, Q�JMATI sAlm a fNm at DIES NwWLAtIDM tWV[ HN aHtt n 2L mma IN NW go trt.. IDOL Oa/NMT H 2 Vow X 3 xV.. / 1/fr-3PJ./4. ILL OWIwOE - oalWrtra'M,i ' , � � •jM�Lj�wiar� a�I , a�Inw � b y IBa® B wEw I F:. IIm[ 1 lam � f il�y'U� OmA4`� ✓--�Ny l PAN 4a 1 a O ar Pm NN B st ac war Afl a.- ams TO cmm we Amm ow, BWLD-OW Mama ;�ii WILE 3/r-I' SOLE 3/6.11 'oc ■_I�v r � r 1 weN'°NwP it M"- mMAia'/N a I4 rye I.F. NNE , eDa4) N 0 N 0 Z m N X LL. (] . Q o N (D cu N m CL < QE 0 S (1l L > C �a)aac w (n 00 C U Lam+ a >> � L °W cn-�/ W i "BEIINEENEENNIN cu O cn U O I..L U ND 'CD V / cu w = a z Z Q J a SHEET NO. SH 1.2� I 'Jill 1 1 11 rw I VPJU" AS& - J-46 -0-M To -75 *6L O, .3 W OR LESS skim. 1., 2'. 3'. VIM, 2*0 a 3`0 .04.0. -7563 W OR Los 2 7/r JOLTED • A* It 4W J MITI ror-MI: 1.1111-7774 7:77 1(.W.; , '. Al 410-F40 viii : 4` 17t. N fm'r-:-m WIIJI,MI l,. 11=1 O NO A.SaMON 01"W AD. .ANCHORS WWM FOR E_ I1r U OFPLCNlo mocnams # a ANY cowmvm or MAN" PANEL USAir" v 00 PRESSURE RATING ONX-M PPAILALIR ramz a PANT AIDE PLUS �JLM_ to CONCRETE 10.110N TD omamm To CONCRETETHEM Km Ir MIA N/A 12' N/A 12* N/A V & I' (TOP) IV" 3'* Alm ir r r Ir T BOTTOM) N/A N/A N/A NIA N/A N/A 12 1/2* it" 21 (BOTTOM) +6&0. -75.3 71 N/A 6 1/2" N/A 4 1/2' N/A 1 4 1/2* N/A 3' (ICIP) W LESSOR LE 12- N/A 12- N/A 9 1/2- N/A 9 1/2' N/A 3- $2* N/A 12* 12' N/A 4' (TOP) 4' (BOTTOM) * LAMM IND 56.0 W. A.S.D. OEM PRIESSAIC RATING &SM OW n FOR ANCHORS "ft & SPACING M W&ULAt4ft NO WOOD FWJA ROAM woom mom We== me WWAN tm [REMOVE An secom ON THIS SOMMUMV. OM LIL LIESS TWO POCAM ON MM" MM ANCHOR "CPU BY "IKVM SPACING MOM ON SCHEDULE BY I FOLLOWING FACIGNS, FOR THIS OPVMFM TO K POOH" "MUCIM SPACING OVAM UM FACRIO SHALI HOT mu= mmtm 9ft4m *N own IENO mom "K AT JWGIDR6AYCB "AS 1/4-d mowat -1 & OKK- ON, momm ~W-W- 3 3 3 "Now." ammmew 00 3 3 a 44 3 Rams. Sa r 'AD .0 I/E I - I1A4- Ao + REGIMES Mos. DISTANCE KnVMN WM3M OF PANEL I To NON, + + mocum cE us. commeKrum BOTTOM OF POUND. Me QD TO SE, 3/1157 vulz COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG SHIN PANEL SYSTEMS (SCALE 1/2-1 F .260 _7 .7W 7,1: i --6 T/0' (TYP.) x4r_ APORE 0 6 1/4' -Ij I So* law _j ow AW an 0 it Ilr MCL 13?W to* ow To FVAMW) 'is- wmm SI EDGE AWN A%3M TIP. t 290 .084'- d�'. ID Sr CARDS 80 9-0 CALM m. DETAIL A STORM PANEL t__ _m_TA_1_L _J Pm" OvlLL K offmAn ^Jay$ FROM LEFT 70 FAW Of 1/2- LED 9 DID AT LEFT ODE OF PANEL 2O "No HEADIER TA AWLE WITH STUD 0.024- nuifl-'S G&WhH= Sim W/ memmm MOVE r T0r .270' To 040, HICIMINIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'SENO UP W/ HEMMED EDGE. L__ �OR Usl 2j:7 (N.T.S) TYP so"= AffAffL.1 31150- PAN .06r " LE wAmER my Him Air n .0172' DOI* MO.) -a + 3105-HKIS4 ALLAC RIM L124' A13. SGE $NMI 6 FOR AWAKINAL .7W'- U&NIAMOVAS IF SLEEVE LDRVN IS I 1 371' .125, 1 ONLY "Im FOR fat4LLIM" WIO SLEEVE. 2 1 STRUCTIAMES, -I 3.7k' 125' 2.000 I REV. ON- HEADER O IOU" HEADER SLEM 1* Ma LEN Ai @ PA14M MNIM 3.000, -38i.� 0 " J. llt= .E4.' (1 1/41 mm 7�2001 ry SYSTEM) 6063-115 AM. ALLOY 27r (USE ONLY FOR E-Z HANG STORM PANEL. 07 84- No. 44167 FLORIDA BUILDING CODE (Man High Velocity IIYMItIfmN Zorw)l : * 4� vtnm Ne F.P. 01 STATE OF 24 OAK S&VANM STEEL VOIN PANEL Do" W, . (r 2W WIN OM. I L E C 0 OLOB& PROTECTION PROOUCM U-C- mum m &I IW6T 20-175 @Tm-fam BUILD- -F' TRACK WASHERED WINONUT Ixmmm - 1 60, (ZAMAC 3 ALLOY) We," L I, OW 2 OF 15 n� CONCRETE ANCHORS (SEE SmawAl opf-- Swirs 9 THROUGH vot. CONCRETE REOLAl1E�', 'I LH AL v mw. PANEL LENGTH (SEE SCHEDULE T ON SHEET 3) SIVIVATION To GLASS. 9111 SO4ECUL (D ON I HMI, ti Col.. Call or WALL OR sus T REMAINED COWWN) CONCRETE ANCHORSon Somm" SHEETS 9 THROUGHON 0) CmLmG As gr MOUIMNG gm, ,• SHEETS 9 THROUGH 10)[ E.D. ALTERNATE CONCRETE ANCHORS LOCATION WE 904OLU am TIONOUGH IQ) INEQUIRED. TILL CONCRETE ANCHORS (BEE SCAOtt0.t ON Wx low -an 112- �11 asMAIL W1 on vIr LIL we SPACM 0 = . D.C. VALID FOR ALL DESIGN AND PANEL am" POURED CONCRETE LENGTHS PER SHEET & Oil CONCRETE BLOCK MAX, LOW ALUMINUM SPACERS SO 11; t12. O.C. (SEE TAKE #1 ON SHEETS I & 10,) WALL MONVIING MQUJQ W/SWERS IS OR AGUE 3/a-,p INSTALLATION DETAILS EQR SERIES 2000 & 1000 E-Z HANG STORM PANEL Cj) INTO EXISTING WOOD STRUCTURES /4-o I* SCREW,,; IN r O.C. A/ 1 /2* " nowmw pocnvmm / %OOc 1/4-# LAD SCREWS 0 4- O.C. W/ 1casna wm temm, I/.- W, TORMED Paw"Atoft rWENZ V4*0�m smvn III rox W/ PAT OR ON EDGE '12 M, . rAWADO PENETRATION US, To car" 11900 HEADER. SAI. - TO WOOD HEADER EA 00 OF QD )---@ . �><� Am DOI or (D -214-. IAG scam 0 r G.C. W/ T I =ULM, , w TNFAAM PD*Efmmw 0 EA Do ON 4) (SEE closym WOW WEAXN. li 1/24 a POP C.K sliftil EMS LNVIVE IA iMpren+or Em" ek DID or CR (sm OVA& Ina t Mom 1!� eaO,O Am WADER owoum 1 2 8/lor ON, To GLASS. 2 WIT' Im, 12 O.0 Ly 10 CIA$& EVW OVERLAP 2 P/r NO, CIANY OVERLAP - - I Y, To QLAft i 1.11 2.1 1* 2 SEPARATION EVDH CVD%AP to am". OVIDur HMO RUt IT Ir M01C 4' MLS t L Z NOTE WIDO) PDCMTft* 12 I/1- OX &M 1A q3;- C OR` iG17/r 1/4`0 LAG SCREWS 0 Ir O.C.. (2 t L *N" WA 4:9OXVK Ac. kru," MT OF MY T SIM mm 01. FLAT 00 ON [DOE rDrt ,A Below) g;;%"XV -S, W/ 7/8'ft3/32- r LAO SCREWS 0 INSTA"TtOW- -/4*,* LAO SCREW& IN Ir Oz. W/ I 1� THREADED PE141EIRATION vi� T2 2• "1 W. THWADIED WAI ALTERIIIATM 2-WwA. Or PLATE SCALE 1/4-.1- , 7,di"i AMRNAM l')N Bull mt- SCALE nmOg TO Gralm mommm 1101 LAW ALM I1N3TALLATK AV 1. ARE ONLY VALID MR INALOING11 DESIGN LOADS I SCAM 1/0.1, UP 10 .116.0, -710 Pei AND PANJULS LENGTH TO TV50-101 V-Wp. ""H 3q*W TFRNATIVC FDA NOV WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN SCALE PINE No. 2. W1 SPECIFIC COMM OF ILSS ON EOUAL IF EN ti FLORIDA BUILDING CODE (Mftoh Vol"Afth Hu Gone Zonell ) No. 4 ftmm W. W. AS 70 GAGE CALVAIRM STEEL STORM PANEL oww ON STA OF GLOUL PROTECTION PRODUCTS. U.C. 111LIECO•, ALTERNATIVE TOP -M 14%. 51 saw OVAL AL &U14 OX 20-176 CAN BE COMBINED WON. StIL. 1pr I-'11an� _-ANY "OUT StMER TRACHS MOT DOM FUR MAN" n1i -_ 1 0 1 F - . , i 7W.% I -_q muz Uwe - AT TOP OR BOTTOM WITH TRACKCS -MINta IS MAXIMUM PANEL LENGTH *L+' OR *L-" (".) 9 MAX"" A.S.D. OEM PRESSM RKIM (p.p.t.) (4 e, CONCRETE A WOOD OWAL'ATOG T 240 121.1• jj*_Q* - no fil-I), 5120 )1'-4' J&o 440 SOLD Sao 81-r dl-r ADD s'-j' r-71 fto 8'-V* mo r-a- W-1 no r-5, r-to* I BAD r-r r-r ASO 1-1. IF-,. 00.0 O.-Z- via Imv VOSA) 'I.,. 110.0 5,-Y, tIAO 5*-e. S._r j IIWI to-mif.11 AMD CgRRL5eQHM 2/4 1/4. 3/4. 4/5. 5/5 a5/5 gra" STORM IW/6. 21111/11. 3W/7 & 4W/7 MOM M SCHEDULE ON r MAY RETE, C W SHEETS; 0. to all) UK SW PANtUrt)EWRUMAt EACH 41 0 0 6 A01 D.M.,(J).O.�4 1- T­ - I- -I - -I -r- - r -T7 r- r-7--T-r­-,-7-7_r­_I_T CT MOLWn AT EACIL 000 MAXIMUM PANEL LENGTH ON-@ .L+. OR L-. (ft.) a MAXIMUM KILO. DESIGN PRESSURE PAT= ("0 (4 - -) CONCRETE IN WOOD 0WAILATIou6 t L+ L• zoo 14,-4* 1!-0' Tao yl=r - 440 0*.4* 01-4* 410 Sao r-r 8'-2- Sao r-r ?*-*, SOLO 81-01 1-1. SILO 71-d' r-1. AMID 7,-S* 8-11' no 6*-r Sao r o 0•-3* SOLO 90.0 Aso toao r-3. 61_r 1010 O'-J* 51-41 PICO O'_t* MINIMUM SIPAROM To GLASS SCHEDULUE MAXIMUM PANEL LENGTH ; WIND SPEED 4 170 -P.M WIND SPEED > 170 -O31 30 on LESS 1. 1. 6, 61/4' >33 70 90 1. 1 1/2- 7 1/2- 1* 7 1/2- 7 1/2- -..-...A -.-- .- I-% - . - 1LNFNTNIhAfk ^A PUVIAu to], UNBOLTED PANELS BOLTED PANELS Of (SEE SECTORS AS -ft IN-& BOLT Oil APKCMW AS I.� U.N. ®Or® MON, 2/4 [*,/4. 3/4. 4/5. ;;a a Ufa ,WIS. 2W/6, 3W A 4W/7 -AW-"Oft (SEE SO4MW ON SHEETS 2. to &It) - REGULAR STORM PANEL 6) ELEVATION N.73. V.r 2.wr GVOJAP .1 WISE SECTION A -A Mum (1) L*: WJWM NIONARE PANEL LENGTH to* A Ge" POSITIVE AJ%A OEM LOW, U L_ MAX "OHM Pon LOOM to A OVER NEGKMt AID. DESIGN LOAD. (1) roolsomum To ovemom MAMM RAMS. Letaft 0001 A POMM k1t). LIESIIHI IGD. lg= MAXIMUM RAM LENGTH *L+* FROM INCH GIVEN A IWISAINE #.&M MAXIMUM PANEL LENGTH %-* FROM SO �1 MICROS C To THIT MUM DETERMINED PWOL L .L,� - It-t (3) SEE Sam" MM FOR WL PARIS. WOW" FOR MONIY QJA1JFIC4RONL t OWALMM INTO 111000 AM UNTIED TO * 99 "1. MAY AS& DESIGN PKWM RATIO Vs. .441167 TATE OF am sit m T4" TIL7EC a ... \ f 24 OAK GALVANIZED STEEL STORM PANEL I^ ON& PROTECIM PRODUCTS. M. 1= lug., Oz 20-175 OIN10 MP nl! 12MI.- 6N INSTALLATION MAILS FOR REGULAR PANEL INTO WOOD STRUCTURES No SEPARATION WOW ANCHORS TO GLASS. SC HIEDULE ON 061 SCHEDULE ON SHEET 3) *Ab -yew- EN IST-W-41 -- --7- PANEL Lamarm CLASS WOOD I (SEE SCMEOUUE ANCHORS ON (SEE SNRE'T FOR 1/4' Vil MAX 34 WE IffinNi mom• r. r 177 J READER CO Z' REQUIRED t1 1 I T j Do I• MAX. LONG ALUMINUM SPACERS • 12 1/2' I D.C. (SEE TAM #I ON !MEET ttJ AO. LSEE NOTE - BELOW FOR LOffAlIM FOR I SEPAPATION IAN. V MAY. 1 1/2' LONG SLErOM CLASS.. 1 1PANEL LENGTH 16�.To PANEL LOOM SEE SCHEDULI (SEE SCHEDULE (SEE SCHEDULE ON ON SHEET 3) sw 3) ON 9W 3) -PANEL MITE -EMALE 0 OR PANIEL RATE PLUS (SEE SCHEINUILE ON SHEET I I) t LOU" OWN V-0) Ext"" TO Off'2".4" WOW GLASS SCHEDULE RATE REWIRED �W SHEET 3) DIRECT MOM W/ SPACER ALTERNINTM 2W SCALE 310.1, A I SOW 0 72 1/2- D.C. SEE MAXS. LAI ON SHEET II FOR MAX. PANEL LENGTHS Ar Of to .0 DESIGN LOADS FOR THIS INSTALIATION. till 6 12 1/2 WOOD ANON= TIC TIC IIQg: STACCU40 W/ STUD CHEDULE (SEE SWPM VIA WIN K I 11r 100 W, ON 9W It) (1) OUMLOW 6 LOOM 10 AGSIM RAM= OWN Mr-4' WAIT MUM NW Moff 2'.4* WOW me 0 A onsimmm rmm ApIr KWM mom offmooy T an parr 11). PLATE RECKAkIff WOW a WE Am= REQUIRED GO AMMM a" TOM.; =Ok =kT,"NALE a ON STUO 1* ML swmam To wn owwo I % WIL 5 zwiiw�W%LONW (SEX SCHEDULE ON QW0104=1115 "WIL:7111=71MM NUNN i BEET 11) Dow%= MR cm It %Ir QC. *V=* Af6efflo"'.61 SOW a (1) WAWA AND BMW MMMM om is .0% -a 0.1. (3) ARYL " ou Nmft Umm a Lam to W a ANY mom MAN a A OMMMM "M ANKH FAIR UMM Alm ON M WNAN mm ftm Loom a WAU M MUNgovoLI&L VOWI,3 T ALM-MV2W PA DWL St 4 NMCXM do (4) WALL MOUMM m =% Lam WPM Sh go ONLY jje��� 1W M,.L SCALE Vb-i- I a no� BY AM &Ram= t-mm S� so ?HE meo Cm arloo or TIE now SCALE 3/9-1' (4) NWUAM WON) ONLY FOR WOO PASM COL =a 1. 1 a 3 Pm AM I soI-M EN vC FLORIDA BUILDING CODE OW High Velocity HuTAaom Zone) NOTE FOR GUNIMNAIM Of SECTIONS: I. INSTALLATION ARE ONLY VALID FOR MAX, ALS 0. N0.44167 OEM %AM me. 24 UN GALVAIGEED STEEL SM PANEL P.O. DESIGN PRESSURE RATING (pxf) AND PANEL LENGTHS NUNN Im TOP & SOMIA MOUNTINGS CAN BE AS PM SCHEDULES ON SHEET 3 (EXCEPT FOR OLOUL PROTEXWN PRODUCTS. LLC. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) INSTALLATION.• •11LIECOams = Ia. It, SWAV 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0, Doom FL 310. -Lpff 20-175 Rop-mme. rm (04)"o. MEMBERS TO 13E SOUTHERN PIRE No 2. W/ SPECIFIC !ft #, Nm� oft� ow DENSITY OF 0,55 OR EOUAL =A. &I "L n-1 m 1-1-- - ! - Fm9 - 1 291111161,1193391 ARSUROWN Ag�� DOW (L) IQ I'M SPECIFIC GRAWMIt I STORM FAN6119� "0 (101,0 HAS MEN VERIFIED FOR COMPLIANCE IN ACCORDANCE Ijlj%,3],�T�n (C APEYIN .." AS .. ST.I.T.W. BURDEN. we WITH THE 2020 (711, 0XVION) Or THE FLORIDA BUILDING COCE. THIS STORM PANEL Stall NOT BE INSTALLED AT HIGH #14- It PANEUMTE FEMALE to AND PANIELMAX PLUS ANCHORS. AS MAKWACIIARIED BY ELCO COt6TlZUC7ON PRODUCTS. VELOCITY HURRICANE ZONES (hKW-DADE / BROAD COUNTIES). 1/4*0 LAC SCREWS PER MA).S DESIGN Ove LOADS SHALL BE DETERMINED AS PER SECTION tGOB OF THE ABOVE MENTIONED CODE. FOR A SAW WIND 1116*# . 51W SOW BUSKVC, AS 061ROJIM By ALL POW 50". BOLT & SPECIALTY Co. SPEED AS REQUIRED BY THE JURISDICTION ARDRE STOW PANEL OU BE AND FOR A DIFACTOR KD-OA& USING ABU 7-16 AND SHALL 40 EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE 1110111103 INDICATED ON SHEEM C 1) MOO.KN THIREADD) PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PAHEUMAJIE PLUS 3. 9 THRILL 12 A, 17, It AM PANEUMLL FIEWALE 0 IN ORDER TO VOW TIRE ABOVE COMMIM. ULTIMATE K5QN WIND LOADS OrrMMM PER ASCE 7-16 SHALL BE FIRST REDUCED TO hS.G. DESIGN PRESSURE PAYING BY MULTIPLYING THEM BY 0 6 94 ORDER TO COMPARE 7HESE *1 MAIL (A.5 0) C2) MINIMUM THREADED POCTWOt# OF LAC SCREW, INTO THE WOOD FRAME UNIT ViALL BE 1 1/2' NO THWADO DES" PRESSURE Rams INDICATED ON SHEETS & 9 THRU 12 At 17. to. PENETRATION INTO STUCCO SHAUL BE CONSIDERED AS PART Of THE ROQUIVIRED THREADED PO4EMTON IN ORDER TO VERIFY THC ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SWAC=, A 3J% OCR&AW IN ALIDIVA&E SIM$ FOR MOD LOAM 00 ISM USED IN THEIR ANILYSIS. FASTENERS SPACING TO WOOD HAS BEEN Orromm IN C.3) WMUUM EDGE DISTANCE OF LAD SCREWS. INTO WOOD 94AU BE AS OAXATIED 01 THIS GNAWING ACCORDANCE WITH H.O.S. 2DIB. STORM PANEL'S ADEWACY ran ROPACY AND WAD RESiSTARCE HAS SEEM VIDOM 04 ACCORDANCE WITH SECTOR I&M.1.2 OF C.4) MRMWJM PENETRATION OF W000 WSJ" SHALL WE 3/6' 1/4'9-20 SCREWS USED SHALL K I I Ir LONG MINMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAD OF Wit" n011" REPORTS #W4.01-01 AND #02111.02-09, AS SNOULD STUCCO EXIST, AMD I' MINIMUM FOR WALLS WITH NO STUCCO. PM SM 12-0111 6 ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA RUCK A 119341-10 AS PER CAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALIXILATONS PERFORMED IN AC0011CMACE W/ SECTION 11104 OF THE C.5) IN CAW THAT PRECAST WOW. OR PROW CONCRETE PANES, Sn= OR WOOD MM BE FOUND 04 THE OWING FLORIDA OLNIDM CODE WALL. ANCMOAS SHALL K LONG DOAN TO W-404 THE MAN SiiX BEHIND RICH PANELS ANCHORAGE 94ALX BE AS A04MNO IN C 1). C 2) IN C.4) 2 ALL ALLMMUM ExTVILISEne 70 BE SCI ALLOY AM VEVIPVER (UmLESs OTHERWISE NOTED). SEE SHEET 2 (C) ANCHORS SHALL BE RWALLED F0UA=4 ALL OF THE RIECOMMENONIONS NO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES PALL HAVE 3105-HI4 ALLOY. 5 PANELS MAY AM K INSTALLED HONEVOINVAUY FOLLOWING INSTALLATION DEEMS SHOWN 00 SECTION I THIRD" 6 (SHEETS 4 4. ALL SIM SHEET METAL PM91S SHALL HAW STRUCTURAL DUALITY STEEL ASIV A-653 GRACE 80 NOW". G-80 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS() Ata SHALL MCI K USED. SIM vemmmm W/vY. 92l No (AFTER ROLLED)- 9. ft SHALL K THE RESPOkS*VW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRIACTLIK WHERE SHUTTER IS TO BE 5. P ALL SCREWS TO K STAINLESS STEEL306 OR 316 AM SEROCS OR CORROSION RESISTANT COATED CARBON SIM AS PER Ph ATTACHED TO MONE PROPER ANCHORAGE THIS SINTER SHALL ONLY BE ATTACHED To CONCOIETIL K= OR WOOD FRAME BUILDINGS.50401;83.,W1!4. 50 k.1 YIELD STIWCTN AND 90 ko TENSILE SIRENM AND SHALL COMPLY */ FLORIDA WADM CODE SECTION 2 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W AS OVER SECTIONS 1, Z TERNAW, 3* At 4W ON 4-i'vZOAL SHEETS 4, S. 6 111 7 RESPECTIVELY. SHALL HAVE A LECW 00 READILY VISIBLE M I.C'm OR TENANT TO 15 BOLTS TO BE ASTIA A-307 GALVANIM STEEL OR ALM XM, SERIES STA04LM SIM- WITH 38 k. WMUW YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING MM OF NUVRRKWANING 7 ANCHORS TO WALL ViAU BE AS F0t1.DM It. THE INSTALLATION CONTRACTOR IS to S1AL,*CMAX ALL SHUTTER COMPONENT EDGES WHICH REMAPI IN CONTINUOUS COMPACT WITH THE WRONGTo wcma WpNG/RNH WMSION 1/4 v TAPCON ANCNORs AS MANUFACTURED BY t7X BULKY INC. (MIn. r'c-3192 pu,) 12. STORM PANEL. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TTHIS OPAWM PLUS ANY BUILDING AND 201404 REGULATIONS x 4N 1/4' 0 7/8' CALK - ANCHORS, AS MANUFACTURED ITT DENALI INC PRONADIND BY THE JURISOICTICIN WHERE PERMIT IS APPLIED 70, 1/4.0 . 3/4- SOLO -SET ANCHORS, AS DISTRIBUTED BY AU, POINT. SCREW, 9MT Ar SPECIALTY CIO. (MIA -SODG P-a) 13, (0) THIS PRODUCT EVALLAMON DOCUMENT (PLO) PREPARED Of THIS ENGINEER IS GENERIC AD DOES NOT PROLVDIE *FORMATION 0, 4-10 PAWLMATE FEMALE ID & PANIIJAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CDRStKC" PRODUCIS. FOR A STE SPECIFIC PROW, r.9. WHERE THE SITE CONORICINS DEVIATE FROM THE P.EO I/11*0 MANIC NALLIN ANCHORS, AS MANUFACTURES BY DEWALI, INC. (b) CONTRACTOR TO BE MEWMW MR WE SELMION, PURCHASE AD INSIALLATICH INCLUDING LIE Sam OF THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WITO POURED CONCRETE SHALL Of 1 31117; 2* FOR ELCO PANELMATE AND SAM ON THIS P.E.O. PROVIDED HIE/SHS DOES NOT WHATIE FROM THE CONDITLONS DETAAJW ON THIS DOCUMENT CONSTRUCTIOk SAFETY AT SITE IS THE CONTRACTORI RESPONSIBILITY 1 3/4. FOR ZAAMC KMA AN (1) THIS PRODUCT EVALUATION OOCU1WE(T WILL BE CONSIDERED LNWLLO IF MODIFIED A.2) CRUX-& It SCUD -SET ANCHORS SHALL K EMBEDDED 7/6' INTO THE POURED CONCRM MG EMBEDMENT INTO STUCCO SHALL WE PERMITTED- Ile 0-20 SCREWS USED SHALL BE I 11r LONG MROMUM SHMAUD STUCCO EIGST, (d) SITE SPECIFIC PROJECTS 94ALL BE PREPARED BY A FLORIDA RIEWITERED 040M OR ARCHITECT WHICH WILL. BECOME THE AND T* NORMAN FOR WALLS WITH NO STUCCO, AND W BE HEADED SCREWS OR ALL TM WM SCREWS W/O HEAD. EMQONEER OF RECORD (E-O.R.) MR ME PROJECT AND WHO WILL K F95PONSMI FOR THE Do VWYH WING NUIS MOM UK OF THE OLD, ENOMEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. DIMWjM SHALL SUBMIT TO 1145 LATTER THE SITE SPECIFIC 09UNGS FOR REVIM. IN CAM THAT PRECAST STORE. PRECAST CONCRETE PAN" PAVERS, STUGOD OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL WE LONG 01000m TO REACH THE MAIN Sntcww KHOO SUCH PANELS ING PLO. 9011 BEAR THE DATE AND OINGINAL SM NO FANATURE OF THE PROFESSIONAL M040MM SHALL BE AS MUMONED IN A.1) NO N A,2). ENGINEER OF RECORD INOT PREPARED IT (0) 14. SHUT" MN4UFACnjADES LABEL SNAIL BE LOCATED ON A READILY VMX LOCATION AT SVEVIM ;IV : IAPCON ANCHORS AS W"ACTUAED BY I I A WAUDM INC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 Of FLORIDA OULOM CODE, ONE LAW SHALL BE PLACED FOR [VERY OPENING LABELING TO COMPLY WITH SWIM 770910.3 OF THE 14' a 7/r CALX-IN ANCHORS. AS MANUIFACTURED BY DEINALT. INC. FLORIDA SUILDINC CEDE. 1/4's X 3/4' SOLO -SET ANCHORS. AS OWROM BY ALL POINT SMV. DOLT & SPECIALTY CO 04 to PANIELMAIVE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS M"WACTURED BY ELOO CONST'RUCTION So "Ifill /4: A ZAMAC NALLIN ANCHORS. AS MANUFACTURED BY KNALT. RIC 11.1) NO" EMSEOMENT OF TAPCON ANCHORS. ELCO PANELMATM AND ZAMAC ANLUN ANCHOR. INTO- THE •-$EJV FLOMM BUILDING CODE (#w High VelocityNurrlcoM Zone) BLOCK UNIT SHALL BE 1 1/4• %D4,417 B.2) CALX-IN IN SOLID -SET ANCHORS SHALL BE DM3E9M ?1r INTO THE CONCRETE BLOCK UNIT, NO � eam Rim. W_ 24 DACE GALVANIZED STEEL SIM PANEL to. DOM Ift, STUCCO SVLL BE PMNM 1/4. m,-20 SCREWS USED SHALL BE 1 1/2- LONG WW" "OVIVID Etm. AND I' 60MAN FOR WALLS WITH NO SITUCCO, STATE 11L ECO-14c GLOM PROTECT110N PRODUCTS. LLC. t,.. 83) 04 CASE THAT PRECAST STONE. OR PRIECAST CONCRETE FAMELS. STUCCO OR WOW BOARDS BE EXISTING WAU_ ANCHORS SHALL BE LOW INGLXH TO REACH THE MAIN ITRUCIURE KNOW) SIX t COMEaCO . m- 111I. P.M tM M-M? 20-175 ANCHORAGE 944L BE AS MENTIONED IN ILI) AND IN &2) IV NRPANFI r 3 - !MV- TACIT Ns pmq i is ,_95mroo.mm INSTALLATION INTO POURED .011MEN"i DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK _-=r-PPURED CONCRETE CONCRETE BLOCK STRUCTURES CONCRETE ANCHORS REQUIRED. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10; COSTING POURED CONCRETE OR CONCRETE ftmz__ REMAINED 1/4' E SHEETS 9 THROUGH I SEPARATION in CIASL (SEE =4 OVA V M­ T SU%PAM (SEE I GLASS, i 94M 3) ON SHEET 3 I PANEL LENGTH (SIDE SO4MULE I ON SW 3) 0 ON a GLASS PANEL, PAWL LENGTH cm SCHEDULE I LENGTH CONCRETE ANCHORS L_- ("m SCHEDULE ON (SEE 1ICHEDULC (SEE 901-OKILE I ON SMEET 3)SECT --1. - - ON SHEET 3) SHEETS 0 1 1 5" 'V 4_ It ol, Sox OF 'V V�x ES � E. , ,0 j E.D. *4g-ge m .0" HOLD m NO loft ON CONCRETE SLAM= CONCRETE ANCHORS - - L_if/ REQUIRED, (SEE SCHEDULE ON SHEETS 9 TROUGH 101 11)"ANVE LEG LOCATION SOL Mi EXISTING POURED CONCRETE 5_/ -OR CONCRIVIE BLOCK ALTERNM CONCRETE L_JOSTMG CZJCNM ARE USED. REQUMW. ANCHORS BLOC RECORRED. (SEE SCHEDULE ON SHEETS 9 Immixtom 10) ON SHEETS 0 THROUIR4 10) iku"Zaff mmwma 0 SCALE 3/8-l' WALL MEMM MOUNT HHtn FLORIDA BUILDING CODE (Mon High Velocity ON one ED. • EDGE DISTANCE NOTE Em Comommm OF SECTORS. It a STATE 0 .2m MIA= m 24 UK GALVANIZED STEM STORY PANEL 111LIE C 0 souse GLOM PROTECTION PRODUCTS, Lm rA. DOAN P/P/Mw WAY, SEE SCHEDULE ON TOP & BOTTOM m0URTiNGS CAN BE TO m ZAIL I IMIML OXW SHEETS 9 & 10) cOMINNEO IN ANY WAY SUM ART 20-175 iNSTALLATION. ft INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD ALTERNATE LEG 7; -LIGATION ANCHORS N ALTERNATE VOW ON ((SETT SWIM 11) s4m 11) _j MAX. 0000 HEADCR_ SVIT ON SHEET 3) A lol VAX PANEL LENGTH (SEE SCHEDULE ON SHEET 3) OF v M�x 0 12 1/2- O.C. NO frALLID I-xe- WOOD WOW ANCHORS DECK REOUIRIED (SEE SCHEDULE OR 4' SHEET 11) 2- Am- CEILM D MOLOMNO ALANTERNAIM AW SCALE 3/8-1" NOTE FOR COMBINATION Of SECTORS: 1 1, INSTALLATION ARE ONLY VALID FOR MAY. A-S.0 TOP AT BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING I) AND PANEL LENGTHS IN COMBINED ANY WAY 70 SW ANY AS PER SCHEDULES ON S 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTOR WOOD - MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECFIC DENSITY OF 0.55 OR EQUAL WOOD ANCHORS (SEE SCHEDULE SHEET 11) 2*"* WOOD fd)Ouon But MOL*MN13 j0TE]RNA7M 4W qua 3/0-1- woom mm m $No a $3 " IV FM 0& Z-4 10 MAX. -. A�9 PANEL LENGTH WAMPM (SEE SCHEDULE Low am r-4m am SHEET 3) NW mLT1 ANCHORS (SEE it) SO4MLU ON SHEET C" Cn -00 > 2 =3 CD 0- 0_ o 2 CD CCL 0 Cn 0 CU o -cc vI 0 = CU = 0 -0 E U- 0 .w Cn -0 Q W E 16- 2 0_ _E ICU -0- ca- > 0 0 0 C-4 X M a - (mu M Uj W q E < < 0 W > U) C 0 > > Cn CU 0 L_ CL 0- 0 0 CU L_ CL CU m LU z z _j a. SHEET NO. SH 1.3 I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL Cif SYSTEMS 1 1 {--- WNNm[I[. m 4• . 3• . Tar OW vAaEs 1 ! © O R ;roe wm fwm AM-14LM. AAA ro r3• HIM.'! & AOLtweO aosa-ALLOY COW AImPLL MeN t��11 . 1 3/4' __ 1 1 _2 uAODN • 19 Oc MAL am Go ZW ��-.. action n 1r Q4T`•, 25M' «GOD /MILL 1 i --{ t} �(® �1 I1ai 11YYE2� f REOUII[0v I +/a• aw If0 100A1I0N ' •*17'•OMF%wm16t0a 1 r s 9r' ..Cie' COIL ,..� r MIL E< I. LL,' ! NS I. AMPLE ON .aa __•1___••- �rN j* 1 oe0 3t 31 am raAan comet E. caHa1E,E nLON. ENT IRAE OlMrom a•Yr «GOD nWE- Y ■ .• A .,7S„• _ ,• ! ]1m-H14 Olt '�' ' .' 1 am, IS ALLow - - - ---r---.Al.- CAP ,p• . eog _4• a {• . AIr • tY QQ 3,05-tt at =a-IB AtO, «NLNmIur P.e. A..e. ANPLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1• SCALE 1/4'-1• SCALE 1/4•-l' SCALE 1/4•-i' - - " -1 am P elM�"ae " �4 pps1K t- l`t► OR GDPONinis '1M, IORa OI PAnrOOE tni77 Q¢ POUM1 m r.4' WOOD SES or OPnac ]QwE a LrEA 1. _. (�t31PAE, COMONflE ■ALTO VIAES� 1 � ® ,EWE EOUIIED ' AS MPLAC E �, ,0 a I1) re wool FRIE r Sea ! '..-Z OP ra ,vwllm OONCR M (4� ON 711' WOOD :11MIE. 1 3/4* 1 f� ...) VARIES OWN .-� -.-{ 7 tOENt W/ MKjlol[W All°NT 1 lJMIAMI 3� �To X - e.O., DISTANCE '�_.� 1 („P•) —�-- ./..i::..W:M —J CASE G (PUN) WW1 •aiao•, ��'R'^'•••'•• /j SCALE 1/4•-l- ttw VALID FOR DMEC'T MOIST NRALLATION ONLY 1 'Y CERTIFIED PANEL MNSTAUATION AT WALLS W/ No. 44167 SURFACE LEVEL WAATICB4 WITHIN 3/4• A, FLORIDA BMRDDIO CODE Non Hi VNoat NMF71CeM EOM CASE E (PLAN) CASE F (PLAN) wn :4 e,ttx rNLLVA►eM STEER sto(al PANEL m,,',, •— SCALE 1/4--I- SCALE 1/4'-I'FIOR)OA; _aL�' / 1L E C O NNe. PROnam PROOUem Ole MDc •b�N1,N 11 /.� /•�, 7 eN, lak fY AIE �LII YIRIL a alaiswm • =14 � 2�-175 RIMa ROL OMf 1 P4 w O6L)9FbTam4 OW4 )wO W • •'••"` • OMNw NN Pt wtE°w 9uAr71enano- rs, *- wn a a n WIMMUM A.S.D. DESIGN PRESSURE RATING (p,N,f.) AND C-ORRESPON0I14G M"IMUM ANCHOR SPACING SCHEDULE FOR REGULAR AR STORM PANEL(1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTALIATIOMS AS PER ALTERNATMM 1W THRU 4W, ON SHEETS 5 & 7) MAX NSA, DESIGN P �$E LMXWUM ANCHORS SIAICNG FOR E.D.. AS SHOWN ON SHEETS 6 At 7 AP►LC LE TO °t Ai(f OF THEM PANEL lFlti ill (R,) TAPCON UID SCRUM P,l�1E iE1lAlE D P/11ElAMTE PLUGS W000 NOS M 13' IV (HIP) 13• 13' U' 13' tr IN fealtim 6 1/Y 6 1/2• 5 1/2• 6 - - 6 1/4• 121/2- $ 1/4'OR a If. a 6• - flan LESS 9' a• Ir 9' - J9 (90110m) tr 13' 1$" 7]' Ir (TOP) �-4a LESS 13' 13' ,r 43• 13- 7-. tr /3' 13` 13' a 1/2 (Tom 13, 1Y 13' 13'r IS, Dumm) 6 1/2• 6 Ijr 6 1/2' 6 1/2- a fjr (TOP) - i 1/4• 12 1/2' 1 6 114• MIT..) W__w 1 • 4 1/2• 1 4- 5 I/2• a 1/2' - tln+) 4 1/2" • 1/2' r 7• - ]1 a1atT016 to ,/r 9 1/Y 1x' ,Y• 4' W (TOP) ,3' IS• ,3• 1S• B t/r (aOHOM • SEE TABLE /1 FOR MAX. AS.D. DESIGN LAWS i MAX. PANEL LI NVIMS WHEN SPACER @ 11 USED, CORRESPONDING ONLY TO ALTE04VE 211DPI SHEET 6 MAX. AS.O. RATING Mwtet ANCHM SPACND FOR E.D. - AS SHOWN ON SHEETS 6 ! 7 APPLX'ABLE TO ,1NIT OF THEM MAtSAN Pwa LENGTH v (ft.) TAPCON LAG SPEW PARELAAIE FEMALE toPLUS1 PANEaMTE WOOD am" Ir lr ,Y ,r tr IS mm Ir 13" 7r Ir 1' ,M aOr10M) e Aft• • 1/2' 6 l/r a 1/2• 6 ,/r (Tap) - - 61/4- 12 1/2- 61/4' MIT.*) 6'O-0' r 7 1/2' a' 6' - (Tan LESS 7 T/r r r r - 3W D1oT— _ Ir Ir 13• Ir Ir mm ♦4S -45 f7ST.0-7a ,r Ir it 13• Ir aDR6M tr Ir 13• Ir tr Is, tr Ir tr it 6 Ile to (BOTTOM) 6,/2• 6 1/2• 5 t/Y a 1/r 6 1/2• (top) 12 1/2• a 1/4' am..) >w-9' 70 4 I/r 5' 7 t/Y 7 1/2' 13' Ir tr 13• 51/2' tTan ,r ,r ,r ,a ,r • SEE TABLE #1 FOR MAX. A.S.O. t1E5ION -LOADS R VAX PANEL -LENGTHS WHEN SPACER ® 5 USED, CORRESPONDING ONLY TO ALTEMMTE 2W ON SHEET 6 am ku A NSA. OEM LOADMAXMIM PANEL LENOTH 40 PSF OR LESS 6'-6- > 40 PSF To 50 PSF W-2- > 50 PSF TO 60 PW W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR ORSTALLAT10N5 W/ PANEL MATE OWAZAAwp ID OR PANEL ELATE PLUS APLCHm & W/ S.PiM1! . li "!�.1/2' O.C. INSTALLATION DETAILS INTO POURED CONCRETE OR 1/4•10 TAPCON POURED FOR LIFE SAFETY PANEL CONCRETE BLOCK STRUCTURES ,/{Y 7APCON_: ,-.�IpS7pi0 n POINTED MOM e' 9''QC. _ - �` � an 'W ANCHOR • r O.C. CANWElE SOWED. ` RIICIILIE ROQL MOUNTED. f r tf 1 f I ESA t 1 FK ° it ra loLq • fN W UAL. LIB t/A•a_fm-4� Bdsa /S•'-� _ ..- y,!I'T :_ 1 � uwIM maw T.r'I i� � ) _.__.. I ' PANEL tLENGTH�.. (SEE VAIPTION 1 ON SEEP 12) ---- -- . ` _ ..... a' PANEL LENGTH Ta mcwxm 1 N OWN 911RT 4)1 I' Met, 1 E a COMC111E1E'; Lb • j - i _� NMI WON 1 CONCRETE BLOM Be NEOU CONCRETE SKLMOCK P/ANR_I P(W 1/1'W PANEWATE SLRm -� I - ANCIOR � tM o.c. u AH]IaR (eETOND) am YOUNTIN03 ]GALE 3/a-1' a 5F A !( i FLORIDA WILDING CODE Non NI h Vel Nunlaane ZOM a * ; * . * I °n°01°'Bw a 24 GAGE GALVANIZED STEER. SiORM Pon GYM. W. STATE a -•- •'''CABAL o.F /toRtO�• IME COENe. PROTECTION PRODUCTS. LLC. eaF ONAL1 , u s R w ae. 11r11 war MIND . N f116T e•,E. ri.4 a7a14 2D-i7S , Bw w1-4ra . N. • a.D w,_aT FNNme cwi.-7am5. Fpt aS.tNM•6762 .... Wa.an- d aoE7n s a ows" NN ►a 1ML//9OMnaL/ew[ aN7u A «uP A.. P2 �= aIIR ,4 d n LIFE !E 911ETs /6 / ro Um ACm10SS CEPS 1 9PAa1a FaW tA6OLLWO,6 Rtto rem Ilwc 91ato1lm. Ia1wWA AIIma19 9PWu06 AND MORONS EbOE OWO/C[ ARE aWItA[0 M ttae sOa9INL FOR E.D. 1ESS 7NNN RQICAtm M SOMDIA[ RIDIICE ANCHOR >PACaS N MA1ML1rD SPA061/ Sdm M SCfaDUtE r THE roueWee ra,emna roR DIM aPalLllalM m E AIIAgLD SPAIML o9DielO LION mWCYOn SMALL lur E 1259 11MN I,MSNw IPIIL'NO AMRGILD WNI fAm1 MMOMOIf SAE ON INS ataMmur- AIOO 116E _I/a1N I Ii «PENT tmRYY Nos tM1CM (•I a 3 •�� aP.w Bl) 3 3 F1xrlww 9r.wm w W TOIL IM OeBIR RWIOR INSTALLATION (VAUD ONLY FOR PANEL (D I1tSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 & S) Mot. AS.O. PRESSURE RATING RATING (VAUD ONLY FOR PANEL (D I1tSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 & S) Mot. AS.O. PRESSURE RATING RATING MAXIMUM ANIMM SPACING FOR MN L0. PER SCAMI E DELON AAPPUCABLE MAXNA1M LEN61N v V MAX. A.S.D. PRESSURE MIItD (µadJ MOMAI ANCHORS SPNSN6 FOR MIN LD. PER SCHEDULE soow AMLA•WLE MAXAM Loom .L. (ft) 7APOON 60.ID-SET FEMALE a FARE PWB 2A116C-10MUM CIUf-et • TAPCOt SOLD -SET FEMALE 0R.UB 2 C-NNUM CMIt-W 1 m m m 10 m m COMBINATION m to m713- � T,,,EIM 445. -45 t� ,r ,s- ,r ,r u• ,r ,r ,r ,r ,r ,r ,r y.�. OR LOS ro-45 aOD, -sa r s Ts Ir 3 r r ,r r , III1 , 5,X OR LESS ,r 13• IY ,Y Ir 1J' U' ,J" Ir IS' ,Y 1]• , pHIrtaq ,3' 1r ,r ,]' Ir t]' la Ir 1r 'rcam 13' 1t , , OHI*ReQ tr Ir Ir jr 13- 13- 1r 13• Ir tr ,r Ir MM tr 13• ,r 13• Ir ,r Ir W 1T it it I/S 2 (TOP) Ir 1r tr ,r tr 13• ,r tr ,r lr Ir 2 morrawo Tr Ir Ir 13- it Ir Ir 13• 1r 13• 1 1 2 (WM&Q lr 13' tY tr Ir IY tr 13- -Ir 13• ,r Ir to (TOP) Ir Ir Ir 1Y /3' lr 13' Ir it 1r 11 t/2 3It" - - 12 1 I. 1/2 9 ,/4' 6 1/4• 4 1 /2 1/4 - - f 1/4• ► 1/4. 3 CMORw) - - 2 / 2 1/2 a 1/4' 6 I/4' 2 1 2 1/ -6 ,/t' 0 1/4. 3 (ear10M) B• r e a• 6' a' o• 7 1/2• (HIP) a'a 1/2' 6•a' a' 6 1/4" e' 7 1/Y e' r 5' • (LaA') r /• - Ir - °•' - °• - OKIIT01D a' - --Tr r - r - r - r - r - 4 (BOTTOM) it ,r 13• Ir Ir 1r ,r Ir ,r 13' ,r Ir a (TOP) Ir ,r 13• it it ,r tr Ir Ir Ir if f/2 tRM7 13' Ir Ir /3' tr IY ,3' Ir s' it ,r tr awrom) ,r Ir tr Ir t.r ,r Ir Ir 13• /3' Ir ,1 1 5 (00170" ,r Ir tr it Ir it Ir Ir 13' ,r it ,r 6 Crop) Ir tr tr Ir Ir Ir Ir it 13" Ir I]• 1 t/2 a pbrl - e 1/4' 6 1/4' 6 1/4' 6 1/4" - - - - 5 1/4• 6 i/4' 6 l•) - - 6 Ile 6 1/4- 1 1/4• 1 1/4' - - - - 6 1/4• 1 1/4' 6 !•) tr S' tr to 1/2 Ir T Ir r 7 1/2 a 1/2 13' 4 , I Clio aW-r TO le-4- Ir w ,r it it a 1/2• it 6 1/r 9 yr a 1 ,r �,� m W-r Ir r 7r ,r tr 9 1/2 Ir 9 1/2 10 1/2 7 1/2 Ir r I cwmom) lr 7 1/r ,r 1r Ir to' tr_ or it" r Ir 6 1/r 1 MOTTOS) ,r r Ir 0 1/ IS* r 7r r 7 1/2 S 1/2 Ir 4 1/2• (top) 13' r tr ,r Ir a 11r it a 1/2- 9 1/2. 6 1/Y Ir 5 I1r (TOP) ,r r 13, ,r ,r 9 1/2 Ir 9 1/2 to 1/2 7 In Ir a t/r 2 (9aRaM) IY 7 1/r 1Y tr tr to* tr to" If' r it a I/Y 2 (1On0Y) 13• 7• is' Ir Ir 9 1/2 13• 1 1/2. 10 1/2 7 7/7 Ir a Ijr (TOP) Ir 7 l/r ,r 13• Tr to' Ir to' If' r ,r 6 1/2. 3 (TOP) - 12 1/2"12 / 9 1/4' 6 Ij4. 12 1/2 6 1/4• - - e 1/4' 6 Ile ' (eOROM) - - 2 1/2 2 1/2 6 t/4' a I/P 2 1/ 2 1/2 - - 6 1/$ 0 1/4. 3 MOTONI 71 r r a t/Y r 3 1/2• r 4' 4 t/2• r 6 T/r r (TOP) 7 1/2• r a• r r 41 r 4' 4 1/2. 3 T/r 6 1/2' 3- 4 (Ta) 5 ,/r 7 ,/9 (60ITOM) 6' e• r - ° n ljr - 7 1/Y - (WffOQ tr r Ir 13' Ir a 1/2' tr 1 I/2 0 1/S 7 1/2' tr r (top) 13' 6 t/Y 17 1Y /]' t0` 7r f0' it* a ,Y 6 1/r 6 Eta) U' T Ir 13• 1r 9 1/2• 13• 9 I/2• O ,/2 7 1/r it a i/$' (aDROM) ,r 1 ,/Y 1, 1i 13- lo• Ir lo' it' r fY 9 t/Y (eatTOM3 ,3' S• Ir 10 t/4 ,r r 1r r 7 1/4' 5 I/2' to 4 7/2. 9 (TOP) fY r lY tr to ° t/2' Ir 6 ,/Y 9 1/r 6 1/2' 13• a 1/4' CTOP] 6 1 4' a/ 4' a ij4' 6 1/{' a 1/4• ° //1' 6 eDTr." - - _6 1/4• 0 1 4' 6 1 P 6 1 - - - - 6, 4' 6 1 4' 0 sm ow 1t me ANON" m A, **GIRLS mot MULNAMB Nm am "Box oRm" • ,wL6AN AND"" SIA&M AND wMl WO[ uwmm AK OIOCAtEO M Ras SO"" Mo E.O. LESS Tww 4 mum M aAIEDIAE Aim AMmwn row MY ".Iftvw spoon SOw M SO[ORL N M FOUAW" FACTOR FM „N OFINUM 10 E FOSS" NfDUOD IMACING arm" halo nome VOLL Na E LOS IRYA WORM MNOIlO bow" FOR EACH AM" TOE M us SDCP" ANCHOR roe t/4-* wpm tNI6aQ 30I D-WHIM CIN640 IS MW ARMOR WPM 00 3 3 3 3 E 4/r a IA Aa,r,A,mE ati1 a J 4/r r 3 a 1/r 3 aWFAMORW w90X } a 1/r a 1/3' a 1fA a Iff ACTUAL we 01m= FACTOR as - - eA oz- •• mAco OS w.Y VAUD wHm SPACER LS USED. SEE �1 FDR DEM LOADS h VAX PAPER. : SPACER 6 USED. i ML& A ASA OEEIBNL I= ��PAN111 40 PW OR LESS 6'-a• > 40 PW TO 50 PSF 6,-2' > SO P5F TO HID PSF 5'-10- A MAX. PANEL LENGTHS ARE VAUD FOR p6STALLATIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2' O.C. --.----------ANCHORS (SET: SECTIONS 1 ALTERNATWES ON SHMIS 13. 14. 15 1t 6) --.--- R-IA/13, R-2h/13, R-3A/14, P.R-1B/13, R-20/13, R-30/14. R-IAW/15, R-2AW/15, R-3AW/16. R-1BIO/15. R-M01115, R-3!W/16. O O O O O r MIL. I• AWL ni I'll HVIIH I, Hill 111 111111 1.1 {y-20N1' SS. a0U5 W� I I 'l.• (USE FOR P1UiL LDOM MAIL o� O1,ER T PALL Low" 'I REGULAR SJORII PANIEL K REG" PANEL r-Y •;:QP0. M-40.0 ---- 1 ---- --- ----' , -- - -- F--- / WE74R tENO1M 64L ��. I t1FE SAFETY ONM (0/0 WOOS W0 PANEL LENGTH l) • BOL I \ A 10 2'-r UK POM LENGTH A ? .;( 1/a•A-20NY ;*@ - 4 AT ALL MOWNr.Os S.S. MOus W - K - - •� I I / , A7 EA 1. •,,, r - - 7-- - i - - -- _ --- -"---1 - -'� COLLEEN Af F� - ----+--i - -• j e" f UFE SAFE1v ICJ Q , PANEL MOITOM CORNERS 7 ~ O D.M., 30. -O.E74I�P-•- WEItlJtp-� WE OTO - WNIG NM AT EXTERIOR _ 0INO /NUT AT loop3' LNX. LEFT PAWL RDIR MILL r AX1 't INSTAIATDNS OALT YAW FOt IWND 1' MN, R-tA/13. R-2A/13, R-3A/14, R-18/13, R-n/tA R-3B/14. I• Lw.i SPEED Up 7G 170 mP.h. R-IAW/I5, R-2AW/15. R-3AW/16. R-iBW/13. R-nw/1s. R-3BIM/1W. '_--------"'---- --_. _.—ANCHORS (SEE SECT08 1 ALTERmatIf ES ON SHEETS 13.14. IS 1I°) __. Ile MAX. GAP an LIFE SAFETY STORM PANEL (1) ELEVATION (t) (' SCALE 1 /Y+, \J y.TMM PANEL O+L 0.6aM .t waE WAIF' ......._. STORM PAN(L Ile MLA, 0 ,• W_ In SAFETY PANEL # 3 FLORIDA BUILDING DOGE h Ve1oa MIA one Zone) ORID� �� 24 GAGE GALVAtpZEO STEEL SIM PANEL �'N, EXTFAORESS H G 07 IL E C O 1Ne. & PROTECTION PRODUCTS. u c. SECTION A —A IRS Y. 61 tltnQT mac FL WON SCALE 1/4'-1• / T� w a a Aawe, n aNw mmNe. Ow nr1W�•wa,-an Ntac ou4IW NA4 I/*ft.*.M 20-175 Net Dow" ft P.E. KMI W AUW/W t arl A RIAI .. P.E M. J• 11R It a,9 J/'a TAPCON ANCHOR a r o.c. STAGGERED ,W/ SM s•A.- wow WAU waz 111l1E5: , 1. INSTALLATION ARE ONLY VALID FOR AS.D. DES" PRESSURE PAU" (P.a AND PANEL LENGTHS AS # PER ELEVATION ON IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MIEMSERS TO BE SOUTHERN PINE No 2, W/ SPOWN C DENSITY OF 0.55 OR EQUAL. TAPL•ON DR • r O.C. J4• Sea-_ ----� 1 I 1 1 u I LIKEN am "'.0 I I 1 EL uDA I I PANEL 1ENLTH - 1 ! ONSHEETsHLEWOIO 1 1 '� 4.. LJ v L/2 1 I 1 '''�a�ipc Oat as 0 / • TAPCON 2•.4• SO& '. Xt 0 r O.C. RATE REQUIRED 1 Y• MAX. D. 44161 ' * STATE 0 _ FIOR(0 ,.• , a eta • ��••• I�E C O ENO. a a w tmW wAr A axw a..' pat.,_IA, . t.. t�p -ap MLiR A rwr 1.. PX _116.G\1N. B. 24 GALE av-"—= STEEL STORY PANEL m.P. BRAN M fin• �» L 6, IHREt toN 7 & ys14 COAL Flat6 nNNM.,w nI@ 6MA)/►.am.2 n SIR, 20-175 Domm O♦ SIR n a n (VAUD ONLY FOR PANEL t�1 OWALLAT06 AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) PRESSURE (A.a-1.) MAKeNM ANCHORS SPACING FOR Aw G0. PER SCHEDULE BELOW AI'PlTCA9LE IIAWIIIIY L� () MAX. AS.D. DESKIN PRESSURE Raw Ak MAXWUM ANCICIS SPACaD FOR MAN EA. PER SCHEDULE eE1061 APPum" IIASRRm PANEL LLMOaI (11.) TAPCON SOW-SV FEMALE 10 1 n 7ANAC-NAa9l CALK-91 TAPCON SOLID -SET IAWL-NALN GLK-NRAIING 'M or raw ,0 m713r A 70 m m a, 7mrm m ovir m m +7A -TJ Ir it* Ir Ir ,3- 13- ,r Ir lrFlY lr , a,-e, OR Los 'ro-7b ♦I tL-„u u' 5• tr 0 , Ir 6 , tr e I F 7 , 6 , lr 4 , 1Ir a,�• OR LESS it' 1rIr tr tr it 1r 12' Ir I amcow Ir 0 1/2' 13• Ir 13• r Ir e' ,r 7 1/r Irr i (MMM) ,r 1r ,r ,r ,r ,r ,r Ir- ,r 2(TOP) ,r r ,r Io, ,r a 1 /2- ,a a+ !2' 7iYal / /2 t• 3 41 /2' :,r ttaP7tr 11• Ir Ir Ir 13• Ir ,r 1r 10' 2 (BOROY) Ir Y Ir Ir 1r 9 IR• Ir a 1/r 0 1 7 I1r 13- 6 1j2. 2 W6NIr II' ,r 13• ,r IF Ir 13' tY to- (TOP) /J r la /]' tY f 1/2' tr 9 1/Y to t/2 7 I/2' Ir r (LOP) 6 t/4• 5 t/4' 2 1/2 ,2 1/2 - - I t/4' 3 (607TOIQ - - 2 ,/2 2 t 8 t/4' • t/P 2 ,/9 a 1/4' - - 6 1/4' • Ill' 3 (eorro4Q ` e' Y 3' r 5 1".' V 4 I1r r 6 I/Y 2 //r 4 tt" - (MOTTow,) a• - a t/2' - r - r - 5 I/2• - r - WTTICN) it It• fY tr 1r 1r it 1r ,r lr ,r tr (Top) ,r a 7/2• ,r Ir tr r Ir 9' to* 7 1/2' Ir r ) tr li' Ir 13• Ir ,r 13' Ir- tr ,r Ir to, (aomw lr r Ir tr tr 9 1/r Ir 9'1/r 10 1/2' 71/2' tr r (TOrlap Ir 1,- Ir Ir Ir Ir Ir Ir Ir ,r Ir to- 6 tr 5• 1r to , it 6 I/r it 6 1/Y 7 i/r 5 i/Y Ir A 1/2• (10►) 6 1/4- 6 1/4' 6 1/4• 1 1 c - - - - 9 1/4- 6 1/4• 4 !•> - - a Ile 6 1/4- a 1/4. 6 1 1' 0 1/4• 6 i 4' - - 6 1 r a 1/4' 6 LOONY--•i ,r 7 Ile /r Ir tr lr is Ir ,1` r ,r "If 1 �. 10 r-O' tr S• 13• 0 f - , e , to 6 t 7 1/Y S t ,a a i , Tp Y-6' ,r 7 T/r Ir ,r Ir to i Ir 10 t/2 I 1 a- Ir r I Isamu) Ir 6 t/r Ir Ir it 1' Ir r lo• 7 I/r Ir r I (loom) ,r 7 ,/r Ir 13• ,r Ir tr to' I)- r ,r a 1/r Tom lY r IY 0 , tr 9 1/2' iY 6 ,/r 7 1/2- n 1/2- ,r 4 1/r 2 Cron 13• 7 1/2' ,r Ir 13' 0 I/x 13' 0 l/2 1 , a' tr 7• 2 W"C%1) Ir r Ir tr Ir 9 t/2• ,Y 9 I/r 0 I/r 7 1/Y Ir 4 1/r 2 taoROM) 13• 7 ,jr 7r 1r 1r V Tj 13• 10 1/2 1 1/2 a• ,r r 3 (TOP) ,r r Ir tr Ir 9 Ile 1r 9 1/2. 10 1/4 7 ,/r Ir a• 3 11OM 4 1/r 12 1/ a 1/4- 6 1/4' 2 1/2. 6 1/1• - - 6 1/4 6 1/4' 3 MOTION) - - 2 i/4'i2 1 6 1/1. 6 1/1' 2/ f t/4' - - 6 1/4' 6 1/4' 3 (90T1'OM) 7 1/2' 3 1/r r r 7 1/2' a' t• 4 1/2" r 3 1/2' r Y 4 t>� 7• r 1• 5 1/2' r 3 t/r r e 4 1/r r 0 t/r 9 1/2' crop) 6• - r - r - °• - 4 wTlDtt) r - o I/r - a• - r - 5 1/r - 7' - t60TION) Ir 7 f/r ,r tr 13• 10 1j2 Ir 10 I/2 1 , 0' ,r 7' 5 (COP) Ir 9 1/2' ,r Ir Ir 1• Ir r Ir 7 I/Y- Ir a' trap) it 7 ,/Y Ir it 1l. 5 t/2 tY t0 l/2 t //2 a tr r a (BOROQ Ir Y Ir ,J' tr 9 1/Y 1] 9 1/9 t0 1/2' 7 1/2' ,r a' S (9olTOt) 1r 7 1x— tr tr Ir to 1/2 tr 0 1/; tt t r Ir 7' 6 CHIP) IF r Ir tr a 1/2• —1/4- IY ° 1/4' 7 t/r 0 1/2• Ir 4 1/2' (10P) 9 1 1' 6 1 4' 1 7 a' 6 1 •• 6 (1CT.•' - 1 1/1' a t/4' 6,/4' 9 - - - - O, P 6 1 4 e om SHE ow 11 MR Immune Tor[ a VACM PM MBTMlow4m one 01000 HMI[ mom" • WNW" ANWM 9vow AD upaw OC 0MKVM AE 09=A O am TWO 904MAL MR LD Lffi I" #" Met on so"" am" AMOUR "ONG 9Y Y0040INC SNCn SHOWN ON sadam 9T IM FOLAOWW4 FAa1°IR. III' IM aDIVnN TO BE PINHOLE I== PA M M MM LdW FACTOR SMLL Na E LES THIN ,wN SPM.NS M CAED ION EACH ANCHOR ME M M SCHEDULE 1/41 1/4-0 t PP 1/Mi i/Ya IH•P Mkt 719E wpm Be— IMMt-w Men" ANCHOR 911ALL9 ) 7 3 3 a S tR• a t/a W"w� go 3 D Vr 3 Ile 3 111 3,M bwmcl W ENO, MINE 1 •39 - - - - - skew al net an •• SPACINGS ONLY WAIN WHEN 6 USED. SEE /FOR MAX LSD. LESION LADS t MAX, Pwa WFEN SPACER IS USED. Iles, TAR ANCHOR • 1 , V low. PANEL -ENGTH .T_.ON S,IEETEIEVAITDNt 1 12) 1 1 t' 1/2 1 I 1- IMLL AL a AS,D. DOW LAD �NPANEI. 40 PSF OR LESS 5,-r > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 51-10' A VAX PANEL LENGTHS ARE Y VAUD FOR INSTAL1AT10A15 W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C. DETAILS FOR SAFETY PANEL nj o N'•-m,r a ne V MAX. - -t (SM�s\ STION ( ON SLEET 12) © �l� "fa 0 Dorm poinam comoREM OR.,C*CRM --commm BLOCK RIOUIRED 0 MO" -PAWLS OR am REQUIRED. Lim"ma 11 .: s VICE mHom to 1 to IoR ANCH" TvK / VACM FOR NBPALLAlO4 ONTO 900E W= W110aAs. WOW ALMm AND MA•R11M am ARE WDIo3m m M /ol EO. LESS Imm fam7m M scomaE EDOCE ANCHOR WINCING or IAAJRY9A sPAallo sow a SOADUE BY THE FOUO1MK YACIOaa FOR INS Draw" TO E Pm9EL NVABB S1MON9 BEAKED LIED FACTOR SKILL NOT E ILL THIN twm w SPACWS NonA= FOR Lem ANCHOR TIPE M YM SCINVAL MOLL INFIR .. w'DtN _ IMIRaaA ALCM 9AttwM p.3 D •AaeMNIMw :b"A•t• ON 1awAaPLW emlmM 91.d IN 3 ] AM L M aela: HIM _ •SS _ -- a ,A. _ 091 — r ROW - -- 71 "- - EAe i EO,.• 1 t f1 I ' ' O 6 N O9ST7"A-u 1 1 :' �- r Mb. a1-aniY : ii167�A„pF dw1PLnQ« j 10tAi5 ^p 10 CA44 i 1 - 1J4Y-aOn• .1i Rte aQj �A RXASS B _:__ _.._ Y' -_ l `- I C W d u ane y 9 U t GOWN 7s 1 l MAIL, f V MAX ,• M,a, , LENGTH ON SHEET 12) R _ _ 1 r PAWL LENGTH (SEE ELEVA110N . _ -.-� ON $ EET 12) r-iEPAMIl10N 1 6 TO WASS. y F '/2 ,� Leif/ i e• E.D.• ff l E-GO I 1 ' 1--'- LEa - -- ED � "-T'd[ 4�iol {• rr FA, ' "'� to Ms TA(XN 1/4•0 TAPCON ANCIOR e• D.C. A+C1gR 0 r O.C. �POLRED COMORM OR EXIST" POURED CONCRETE Oil BL1=1D REOUIR D. •...'CONMIETE BLOCK REQUIRED. WALL H"O"NI MOUNT*= SCALE 3jaI.l• INSTALLATION DETAILI - FOR LIFE SAFETY PANEL (1) INTO WOOD STRUCTURES HEADER -- ''�iEaIIRFONrADER iE i y 1 IY 71PCON ' tJa'f TAPCOH QF ` t • 9' O.C. (� ,�• t/Y -1/4 ' 'Y,, ! MAX .tlE1/,aR. _ -I _ ;f I 1 � L 'rA D° r ■ �� GLASS avaAP ° ...� j. : -_ �'-_.`:._..` _, LASS i N M° - N t N 1- __ I V MAX, N --4 - - _.. - V MAX.1>ANQ tFlIOIH q I j PANEL LENGTH Y °• (SEE ELMIloN fsEE ElflW1HIN I o , ON SHEET 12) off sHR7 I2) ° As. TIGN­ I* min 0 rfl LASS. ; -� AM OK-- i 1 GLASS. I M 1 2514' I i i 2-f,4•PLATE PLATE IIiOIIIIED t I �D III I' � - t/4'Y PMEUN7E PLLK V 1/P4 PMIELWIE PLUS i .. ANCHOR 8 12 1jY D.C. ', ie1RDp • 1Y t/2' I 0.C. , PFAWEN 4!l�L� PANEL a11m/111 Fp A Tu[/ �3jM, �� •VCEN,�i• l� 44167 FLORIDA WILDING CODE Non h VelocityNutTlGame Zale 5 *: * am 413m Me. 24 cAGE GALYAMIM STEEL STORY MEL F.P. SM OF � W. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATEGS (p.«.f) AND PANEL FIOR PROTECTION PRODUCTS. I.I.C.a/aNEa IL E C O INC. DAtL LENGTHS As PFR ELEVATION ON SHEET 1L 2. FOR NEW WOOD FRAIAE CONSTRUCTION: WOOD S%Q(iF•� �j�.�E�7 • MO iE 6/ BIER /! 0. O"Nw-Bet 20-175 MEMBERS TO BE SOUTHERN POLE No 2, W/ SPECIFIC I/AM Nb CAa11"m�- n., Ga m mmnc 06m)"e-116 Fm DENSITY OF 035 OR EQUAL Ol.a aw. aal �.. rN Boom NW rL 9BIt/MwlaatX/O,R lO A inMA A.. PE SET 1. ... 1 N cn N Ca O .�. U N Q 0 O C .� cu U c cu O (O cn O O Q O a) CIS 0 0 cu u_ 0 cu > •� cn 0 E �� �2 F- cu -0 O` ~ M O a m X N M LL n •- -0 0 >r "— co 0 m C N N E Q O S G1 c 0 < .> Cif CIS to 0 O � L) �a 0 -o > > 0 LLI cn .}..`a W cu O U V CL cu U a) cu W W m = Z Z Q ^J^ SHEET NO. SH 1.4. cn .}..`a W cu O U V CL cu U a) cu W W m = Z Z Q ^J^ SHEET NO. SH 1.4. EZ1/18, EZIV IB - I' M• ARnEH -� 9 )(SEE NOTE 2) 01 O F,7 ENO ANCHORS (SEE SECTION E21 A AITERNATNE EZIW CA SHEET 18) - -- -1 -i3• M" - I REM, 1 (END PANEL) SEE NOTES i. J, 4 (INTERIOR P I ) (REIER61 PANEL) (NRERIOR PANEL) I tptp PµW SEE NOTES .2{'III..3,4.��`e" �.IR L TED PANELS�w/ I/41F70 EA. OVEP 15ECTNAIS AFa5APKr.AE 1 PER SOIL OF t• WX. MAC, PAN- 0.0 ill LAP MX Or JJ_L JJ-L-LJJILLJJ_Lt, J1LLJ..I.�LL1.l.LLIJJ_LLJJ-i 4 1-1J-.LLJJ • a • + a -. 3- Mini SEE NOTE 4- -4 r MY.. l..- ,' Min. 3 ) \:/W' `V ANMOTE 3 E• Wit -------(SEE SECTION Ql At ALTERNATIVRNATNE Qlw DN SHEET le) -. --. EV/18, EZIW/Id TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (f M SECTION A -A ARA 1luuungl �1P� ,,...EN., ✓9s 44167 STATE 0 �i�0' i0R10P r, 1__Nt_INEERING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15 2020 Applic t o n a i n Number t 1 1- R2 EX Project Number20-31543 Product Manufacturer All American Shutt is and Glass Manufacturer Address 1540 Donna Road West Palm Beech FL 33409 Product Name 8 Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Ploduc-t Evaluation Report Is being issued It accordance with the requirements of the Florida Department Of Business and Professional Regufaaon (FKmda BuiXOng Commission) Rule Chapter 51G20-3 005. F A.0 , for statewide acceptance per Method Id) The product noted above has been lasted and/or evaluated as summarized herern to show compliance with me Florida Building Code Seventh EdWon (2020) and is, for the purpose intended, at least equivalent to That required of the Coda Re-evaluation Dt this product shall be required following pertinent Florida Budding Code modifications or revisions Substantiating Data: T A AP N DOCUMENTS P RODUC EV LU O - 1 1 - 4 alvam I r Panels HVHZ a Non-HVHZ -. sheets 1-5 drawHn N20 3 543 Ut ed 2 a G zed Sleet Storm a els ) FJL 9 9 l prepared try Engineering Express. sgned 6 sealed by Frank BennardD P E Is en integral part or this Evaluation Report TEST REPORTS Undmm static stluctural pertormanc-e has been tested in accordance with TAS 202 test standards per test Taproots) DBT-ASG-17-001 by Blackwaler Testing. Inc Large missile impact resistance and cyclic loading performance has twen tested In accordance with TAS 201 and TAS 203 test standards per test repod(s) OST-ASG-17-001 by Blackwalel Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluale the product based on comparative and/or rational analysis to qualify the following design criteria 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Mmunum Glass Separation 4 Anchor Spacing 160 SW 221" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAM@ E NG INEERINGEXPRESS. COIN ENGI N E E RI NG E KPR ES S.0 ON neTr-• r..-_ U.0 -�I-�T-SIj'PiC I_- S h, -LJ _ NU ,:N•_e,. , K T jrn'1 ��II I' SwJ ram:.'J 'P TR'F ' L al+. Vs `PACT iT 1 IaGT_eUiu L n,IK nxC FxrlusyslGns J_T+°?ErT.Frtr K' s, .: A' I P. ILL TFI:i.+ its, iNM El iLola 11QQo �b LxU;x -41 .Lr.•SaE ::i rn.rt Pir L. wu oL= N - mI I _ _ L: Lill � W.1ll K6UHT 9ECTIDN /j M lr 6 _1'i'='-� 'ERICFECIIF ;Tii� a+ra N R 1� ROTC. FYE 1 r la -Z�B ^•1'rLh.KIH1AHU fRltl „N-LION N;I ♦ LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Of: PROVIDED W/ RFAR HANDLE TO FACILITATE INSTALL1T10N IF INiENDEr' TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1(FINITION OF SERIEC 2000: E-Z HANG STORM PANEL SYSTEM CONSISTING OT PANEL + Cont. TRACKS TOP & BOTTOM. (1). END PANELS SWLL ALWA BE CONNECTED TO 801T0M TRACK II OTHERWISE A STOP f3AR (je7 SMALL BE PROVIDED AT TOP Of SUC;I PANELS. '(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4'0-20.3/4" MS. W/ 7/9"0A3/32' WING NUT OR 1/4'Ill Win THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (iW. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALLBE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p,t, olem rv-Tr.>. rr 24 GAGE GALVANIZED STEEL STORM PANEL to uLIWn n' - - -� 11 L E C O F [Fc GLOBAL PROTECTION PRODUCTS, LLC. RUMPS a, SnCft av_ R I]91. N:rxrF- (eaRl4Rt-TS,S fN' 49N',RA-FKl n- IT—A CMGUi,RM�aCOrPAM w,W e•-. e ~ sby .Mall N-,U, 20-175 ORYIBAO IRA ruin A.. PC NIB] am it or Ie E1",1--�INEERIiVG Page 2 01' 2 All 4mencan Shunt" and Glass - 24" Galvanized Steel Shinn Panels No 33% increase in allowable stress has been used in the desgn of this product. Separation from glaring 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 listed lest reports). and is accounted for in the engineering design of this product Wind Load Resistance TMs product has been designed to resist wind loads as Indicated m the span srhedule(s) on the respective Product Evaluation Document (i a engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I e engineering diawuig) along with all components noted therein Product components shall be of the material specified in that products respective Product Evaluation Document (I a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I If engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed IT this product's respective anchor schedule Host structure conditions which are not accounted for in this product s respective anchor schedule shall be desgned for on a site specific basis by a registered professional engineer Ali n which arepermanentlyinstalled shall Ile r t protected against Corr von. contamination and Components R cd e ed o Do p 9 other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ) RespeL lfullY WN�4 Frank Bennardo. PE ENGINEERING EXPREBsw -11F,,0174614l) I Cen Auth 9995 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEANOENGINEERINGEXPNESS. CON ENGINE eRiNG E xPa Ess, CON ±vf�t_ D :plA:f1� '-S H. it'd z J A� D Ta uLU 1 AR �nRN� -'T' "� n ♦xl G/r100RROURt 9ECIION � 7 e rLH•' ,N IN.rxJ ITT. ' a / X ••.FTi. w f+.. ...------F.•x _. . Na "d A>IM* H' ;Da 1 J Isw, 'I .E _c P il'S-2 -E r F ulF c 'i �� rm^-1 �.,u> f'-F. •CiT' EF- ,. d IA1L Af� , r-nrlP-; ru.rn•-' RWi I in.n1 `i' { %lam/ ___ TrR VODilONAL-roWeOTroMCIOSURED AR /� r. ii ixtBnuXla wAixL s cIN1x • . �N Duix g s W V.. pa y1 t0�3i 3: r lA Iu �w w O LA < � � z 2 mr 'a En o O z�ax �lz� U 3y a ct a W � E, dip ( b E R �E ! R I �1 IpB E F NMFWRFWN(MNxevOMPE 20-31543 INSTALLATION DETAILS FOR SERIES 2000 E-Z l�J HANG STORM PANEL j INTO POURED CONCRETE, CLONCRET_ E BLO K AND WOOD STRUCTURES - ------------. EXISTNG POURED CONCRETE OR ties TIPODN CONCRETE BLOCK REQUIRED. _ �F ANCHOR • 12, D.C. 1/4'r IAPCON ANCHOR 0 12• r 1 may' -11axt' HEX HEAI1 TEN f SCREW OA4- FROM HOOD 'T.-`, REpApED / 140HEX HEAD TEK • 4' FROM -SS, EDGE OF V 1 - ^ EDGE OF �9 Eo , 2 t. MB, ; , II, �. I' V.•r-zmr -- 1/Is B ss tan • I G xK II M. ! L/2• ED P 14WEL -W ( _ I/2• iR•SEPARAIX7N Cx1STING N t0 CLASSElrI511NO.j`-SEPARATpH 'n .1 /iLIA1WNAll P°R p 1• Min. I TO GLASS. 1 tB'P POP CVL55 II ' �f6T jyA�-"jl a RfOET 5.s AaiS .� II ~� •. P PiWK Il • uAX _ _.-__. -_I PANE, NGTN • '-E ,/aT-abEwA�1y). MAX .__- _ i PANEL LENGTH s n f QiGL-. Yu,r. j e II 1' ti-SEPARATKIN PI To GLASS 1 I I I C,' p 1• �'' 1 lI4'F-70. n2'IUMesc 2" II I 1/4'0-20P2 - THUMeSCRE)R l I ST 1 ee I O50% ( E I L I I /4 e-AoCiA, EXISTING POURED AIJ`HJP 0 12' T _ CONCRETE OR CONCRETE BLOCK REQUIED WALL MOUNTING SECTION EZ1 .°yER a:.Ti(lij�,,, ?yam?.•''A,AGENSP •. 9': HQTF$, * MIN. PANEL LENGTH - 0.441 I INSTALLATION ARE ONLY VALID FOR MAX, A•S-D. DES�N SWILL BE 2'-8' PRESSURE RATING +/- 40.0 p.b.l. AND 8'-0' MAX PANEL LENGTH. FOR WOOD FRAME CONSTRUCTION: WOOD 's q'. STATE OL_ - �'s90e1' f10F10� 2. NEW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC , SRO DENSITY OF 0.55 OR EQUAL. ln1i111NAB /vmMr \ " 1- ED 07 14'0 TAPCON ANCHOR d 12' D.0 '. 2'.4' WOOD L . REQUIRED INITING SCALE 3/8-1• FLORIDA BUILDING CODE Hon High VolocIfy HUrrtconw Ion4 PzplO tAlcw. ac 24 GAGE GALVANIZED STEEL STORM PANEL to oI-� L E C O Awe GLOBAL PROTECTION PRODUCTS, LLC. .ROM SW a, TWEIr, DT L R s31,4 FrIPnE t9--T54S, FAX (tl4J!•-BPYr P7"Tt°'° iM A CNOI ,RNq C01rP�NT Ai•„mow n w•...� F 1}O) 4T-•PH A' ca-mDlna LT[II A Two Y., •L a91e 20-175 TIER +P Pi 'C FPAIIKBEEI M4R00, vE 1 PElw1R HR Cq• Abai MAXIMUM ALLowaaLE --'--+rs• F..owl. DESIGN PRESSURES: `T 't ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) -DTP' ' - - • _ -� AS NOTED IN DESIGN DESIGN NOTES: SCHEDULE5 a N a WIDTH UNDMITED IPERP. ToPANEL SPAN) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM _HALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE n O X $$$ u � TOP PUAS (CODPTER TvP. REO SECTIONS OPTIONAL f,'-]0 STITCH BOLTS WITH WASMERED GOVERNING CODE, PRESSURE RE199V REME NIS AS 16O9 OFI THE BUCOADILDDIING CODE SHALL BED LESS THAN OR EQqUAL TO THE POSITIVE OR NEGATIVE DESIGN VALUES LISTED HEREIN f00. ANY PRE59URE AS 0.55EMBly AS 6MOVVN yp, W Ri B I-Q _ S u� 3 m ggg3 IF YdlNGNUrS FASTENED IP D OVERLAPS 0 MIDGPA14 (USE 'y �• APPROPRIATE SPAN TABLE) 230 P:A(N KftN 91ii y GENERAL 1110 : 1. THI5 SPECIFICATION NAB BEEN DESIGN® AND SHALL BE FABRICATED IN ACCORDANCE W[TH THE REQVIREMENi50F THE RORWA BUILDW6 CODE SEVENTH EDITION (30M) FOR USE TNSICE AND DUT530E OF THE HVHZ. PEP TAS 201, 202 AND 2D3 TEST PROTOCOLS. CONTRACTOR SHALLINVESTIGATE :I" 171i 3 fL i N w aw b O EE OO n <Ed r AtlD CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WNICN MAY APPLY. DESIGN CRITERLA BEYOND AS STATE. HEREIN MAY REQUIRE (n z RL Ill. a Ipli) ADDITIONAL SITE-6PECIFIC SEALED ENGINEERIv1G. 2. NO 33.113% INCREASE IN ALLOWABLE 6T ESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, \ / I Fj BOITDM MOUNT \ ( fCDNN TYPE \ I REDID) \ R0,391' + 0.375r MAY aBO1TCMBEA­TT`_-�� 1 TYPICAL VERTICAL MOUNT ELEVATION 1 PITS . ELEVATION TOP MOUNT (CCAVN TV P L rN REQ�D) (SPAN ABOVE �TIOry) jl BOTTOM (--MOUNT _ (CORN D Ae pEQ p) = qr--GBS7RUCTION (LOCATION MAY VARY[ <N V1 TOP MOI3NT lM Z N (CORN TYPE AS REQ'D) Amax BOTOM MOUNT (CONN {SPAN BELOW TV PEAS AEO,'D) OBSTRUCTION) PANELS MAY BE NOTCHED A5 REQIIWEO, OPTIONAL )4'-20 STITCH PROVI DDI THAT CONNECTIOPS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED O SPANSABOVE B BELOW' OSSIRl1CTION, OVERLAPS 0 MIDSPAN (USE APPROPR[ATE SPAN TABLE) 3, THE ARCHITECTIE NGINEER OF RECORD FOR THE PROTECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USEDSHALL BE RESPONSIBLE FORTHE INTEGRITY OF ALLSUPPDRTING SURFACES TO THIS DESIGN WHICH WALL BE COORDINATED BY THE PERMITTING CONTRACTOR, SEPARATE so""PKIFIC's[A120 [NGIN lt0.IFIG SHALL BE 0. U]RED IN U ORDER TO DMATE FROM LSMD55,, DEF12CrTON6, OR SPANS at I19t "ED NERESN. CONTACTTI+tS ENGIHEFA FOR ALTERNATE SPAN CALCULATIONS AS MAY B[REDUIREO. b THe S DETAILED HEREIN 15 GENERIC AND DOES NOT P BOND[ INFORMATION FOR A SPECIFIC SILL FOR SUE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED COnJAREH NOTION 11- [CT SHALL His OOCUMENTARE SITE CinC DOCUMENTS FOR USE 1N 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIM IJM TESTED i"�SA"iEFaDIVIDED To ee'yeoR GREATER,SAEGRADESUNLBS NOTED OTH EA1Y19E FASTENERS SHALLBE CADMIUM -PLATED OR OTHERWISE CORROSION-RRLSTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES -SECTION I.3BY TNEALUMINUM ASSOCIATION, ANC,_. BANY APPLICABLE FEDERAL,STATE AND/OR LOCAL ODES, 0 ALL STORM PANELS SMALL BE 24GA STIR PROA24"C A I R TY t 5TOR 1 ANELS 9MALL CONW M TD 45TM A6935TRUCTDRALOUPII - STCCL; GBO GALVAHIZ[D COAONS H A M3NIMUM FY�4B,11(51 S0. ALL ALUMINUM EATRUSSONSSNALL BE 606}T6 ALUMINUM ALLOY. uNLF55 NOTED aTH ERIIISE. DETAILS SHOWN MAY aE WIRE HANGED AS FIELD O TOP B DICTATE. CORD ONTAL DICTATE. PANELS MAYBE M W MTED VERTICALLY OR CONDITIONS MORIIDNTALLY AS APPLICABLE. I-LCO C EMBEDDED NO CONCRETCONCRETE NOTED HERRISTALL ALL RS NON -CRACKED ONLY. IONS. ALL CONCRETE ANCHORS PER MANUFACTURERS RE R RECOCTOR 15 RESPO SIB 13, THE CONTRACTOR I5 RESPONSIBLE TO INSULATE OR PROTECTALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, 14, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTU TL, DESIGN AS SHOWNOH LYE USE OFTHIS SPECIFICATION BY CONTRACTOR, RI, eI. INDEMNIFIES S SAVES HARMLESS THIS ENGINEER FOR ALL COST B DAMAGES INCLUDING LEGAL FEES A APPELLATE FEES RESULTING FROM MATERIAL FARRICATIOR, SVST'EM ERECTION, 8 CONSTRUCTION PRACTICES BEYOND THAT \YHIC H 15 CAl1E0 FOR BY LOCA4 SLAT[, A FEDERAL CDOCS 6 FROM O[V1ATlOMS OF THIS PIAN F3 EXCEPT AS EXPRESSLY PROVIDED HEREl H, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Si ALTI!RATI°NS, ADDITIONS. OR OTX Q, MARKIRGS TO THIS DOEUMBIT ARE NOT PERMETRO RND ONAUDATE In CE'RTIFItUI=N o7. pANEt55NALLBE PERMANENTLY LABELED WITH MIN OVUM OF CI) LAB EL ER EVERY 30 FEET'. CONTAINING THE FOLLOLVING 3N MAWTION. ALLAMERICAR SHUTTERSANDGULSS WEST PALM BEACH, FL TAS 201. TAS Wa d TAS 203 ROPIDA PRODUCT Ap PROUAL NUMBER L -'/ LD 0 z Q $' I/1 A lDG ? = 4U rs' W ��� ZIT, <~w W d J -' °! w LL N C 4° A SN r+r Q a S C yg a 9 law c �Na@ 0 a S BnW € � S gj ,N x @ a B ^l � � DI F E Y 8 C �e Io y g� "�Ep t ! r� C[ 5 Ie 1E5� t B �E I r AeEERw.PSEE ZO-31543 i - VISIT ECALC.IOIS1Fi43 � $f � Bail mONi VERTICAL MOUNT ELEVATION - �L 2 NOTCHED PANELS 1 ELEVATION II 19�MxnN Ftl Vp ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: "A A . GAUGE PANELS MINIMUMSTORM PANI, St 1'ARAnOGA N i ROM ASS IMW4Z, WIND CONE 4 a ESSENTIAL EACH I TIES) MAIUMUM i DESIGN 4llAWABIE WSTA-1MiNSLFSS INSTALV,TIONSGRfA-11 PRFSSURf SPAN n-.1 INAf/ 30' ABOVE GRADE I MAN 30' ABOVE GRAW IPSFI , aB N 130DM 6.Ob rn 2.1b IN 1330.0 in I.. - 6.06.it, - 1.361R. niNAN SLHWULt NU I t5: T R PAN H 1 ENE 5 SC EDULES N WITH EGATIVE DESIGN LOAD B PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("r-TRACK. STUDDED ANGLE, ETC.) USE 6:25• O.C. PANEL FASTENER SPACING TABLE VALUES FOR CALL ON - AND'U'-HEADERS (INCLUDING BUILD OUT CON 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. O ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE A SEPARATION F 7 N T MINIMUM ALLOW BLE SE LION FROM HE OPENING TO PROTECTED HE LE IS R [ 2SCDU REW 1PD FOR USE WITH POSITIVE ADS ONLY . E ) iNTERPOnON BETWEEN LOA05 l5 ACCEPTABLE, OTHERWISE USE NEAT HIGHER I LOAD 3. FOR F3INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITTB IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM ME PROTECTED OPENING IS R UIRED. RN• RPNwwlOn. Ft . FFMM4EsrR •: a. sees MINIMUM ALLOWABLE SPAN SCHEDULE T- - TOP MOUNT } *� &rj A5 p H L If L A` P a (`� Y •H' Header aD 3' 2a i 4 f3UNdau1'V' Header D" 0' a- Ir 2A- 2S' 2r 24` IF 21 23' 26' r 2 A5 a V' Header a O' CrP 23" 1 ZS 2r 24' a' 2 4' 27 'XI' 70 3.5 a Stub 23" a7 2r n" 30" 3,' i l` W 23' 30' it- 7Y' 11VIpPVt "F T4oI 24' 2A' 24' 30" 45" ST 26n 46 24' AE 3a S3- C) _ _ •F TrAtli ffi 2S - 31 _ SP Sr 3a' 50' S0' ]1' SS" Saw MAR U 2r 2r 22'-i1- 29" 3a 11' ]9' 2r 2V' IT- 3,- Dtl4K1 MwA1t 2t" 1f' 24 30 aB' Sa' 2B` 4C 2A" 4r 3a 53" V HlaOw ff a a' #' 24- 25' 2r 2! a' 2, 2J za' m 'P N Liao, 2r• Z4' z4•' ]0' 4B• 50 2V 4S 24- 4IF Nr 57. BPJO SA Mwmt 7 2r 2r 1 t" 3P 31 1 r 30' 7T 3P i t- 33" 'C T,AnI 2C ffi ffi 73' Sr Sb' 31• 5r 2S Sr 3r 5F' 1 SPANS vgWn.tRE f _,N[MJM 4lrJWABIe 5FAN6 BASED OM TNT COMBirMRON M,Mw«tins r.AxO111Cw5 Ar TOP PANtL n4N ng5e T In f14 RO M lENG1tK .tSS RR1M iN ! A is nC[ERTaBLi AAI qYX !NOT NO StPA FRC A'TIO NAM'. O WrtN PANtL ILNGM IS GPEATFA MAN tIMT NDTNY lira V) RespernNE MDUNnnG ca+NNAnON AeDPB UN't o I 1 $IOC ClOSURlS RFWn1Eo F4.q ASL BUILOWI nlouNn IN t1Nt ABCPl. WIWRF SipE ECDRaWl9 Mt NIII J Von WTrn BUROPu 1 MOUN-f WG CONO1n01Ya. lepylRtP SEFMAnON FROM aAss SM4L I[ DW p[TAU 'F ' • STENBlNER Agues TO BOTH 2N4 (WITH W WRNOUY 9TrTCH BaTsl ANP H41 •4Nft5. A BOTn W RN P4ND FAS Gi 415" O.0 S. PANnz «N+ SPAN X' FTNINU R USING ONt 0, OF rMt ORTIONAt 1OF OR eons ODSUAIS PPA OPlWNG,PFA-.1 a') u51NG AFIY MpuNiING CoNOm-61KYMa IN Mt9; ORAW,AKG 2E P O �'YOPTIONAL INTERIOR FASTENING DETAIL N T $ WDAg LL W i C wia dT In 30�8 z�a~ L,191 FAN& iNs'I'i FROM iMER{GA e�y W1-1 0 O A0, �Ctllf WX X'-10A 1'S.S S,OFWAIa Bat OR MACMINt eCREW In!)f' DIA MINT J ON IN3MF FAQ tD WIPKiMUr < P 1 '-]OX 1'NACPOFK SCREW 1a ,jii '?�S L SKTL:O W/WA1, WINGNU, w 12W O•C ICOXMecTs GOTTOMNWM 1F1RniON NO AbMOWf y°!pI �,m q 2S 21 It ���% ANW , -` T !e1 _ y I Et JMM - I FOD, R ENBlD EAR -': P lit c .I cWN •+nuA[Dp �LZ i NCNOAjl 'd[ COPKIP"'INi Ra,N A, 20-31543 EXISTING CONITtETF. HaAow at.oEaaW YR)OD 1RAMHG SPAUNG OF"NuME AL GIYFN IN ANRiOA 'No TAIL, w tACP, t' PAfi[D�S,CRt/Ro�I- FAN4 ADIKlM TU BGF%FANF[I OPTIONAL EGRESS PANEL DETAIL �M INTERIOR FA5IENIN fMNK O[NIInFiDO. PC PEA MS 1AP 9B9S ��2 990- 2 750• T I-2.250" 0.099" JT_0 Ofi0" � � J/R a•aiwX -` •. T-- T ♦ I;*0r� 0,750" TYR I.09f7120' TYP.TYPr� -03 0006°_ o6.094" �n1530" 1930u 0..., ^ -�D lzs" 0"IW 0 062° 1.0(X7" TYP'2,020n 250" +I 2DOT' 12l'• L W,'H' HEAIYR 5 'R &a1LLD-eU� 3.360" MAX 0.313"510 0.365" 31�A D,E•0,19 t2.50D'PPMEL COVERAGEi014.875°PANEL LENCT ICG u'�m# �11°[REBID T�� ND.090' 2 Df0R0 13S'- 0215'215 07L0° 3DSTYPTYP6UlL0-WT'r IRAy+ RF,1p�lli--uMa�HAR.e IRRC%TIMN LU O N N E( u'. uAr.: _L tivi Dow= 0.125" neJEnsFD W LL gg c a a ANOE - TRACK EXTENDED] Z rl a i }Iwa n-4NI Is-,w: 2 m r. > IF a 1A00" -`[y r->oF: =xc a•cAY� = 8 = „ � � r it x.�wlcYn w.e91I (i/ 5 OVERLAP G?r^.,:C rT� • h C 25" MAX. 1� 4" MAR A CURNERCLOEURE IETAIL G.+ V MAX. J f •il^Irl`•:OV:RMA, 10Off .IS MAN. U 3 0 MAX. CA_e-« Twr C W euILD-our - _ F f NI IADPb R r1A i 06TANCE TS'T T M~ WNI MUII ITN I U'wI.A. eiV 11ir�A T=.41 J S -AV n > L J _ miA- --aaA•�xz LOW _il: ii_e.., u:IC:o- - rvA_=: -n.IrL ihm•U�. ro:tx•:!.•I v::f::-:-tl-u:•w a M,sdl^,I:'.., xiU21c 30 tt'r],_Ira:!4JJY -OM:X ErIB1ED 5W 1.0--':Mruv:.4 :,N, H Flat r•n.Y :titan-J: ES RnY .9 -yyF �" I:�]pM:r�. P, a•••44P'n^.,' >'.'X--MF 47,-"V•: OVERLAP A'.F :CLl '.Y: •t- MAX. �,25" MAX r1 MIIII INIIII "'U" 1:1 fiti11NM"11 11 W al rxlc.e`AE.d Ni.9 •� A511Ftn w -Gil T-4 N [ T. MIN .a D1 ', •t .d'(aT: ia• JLSIfN LI Q. :i lsoD' , TE MIN • D - L6 W--IL HJa 14W 'i n V it /1fAW,ER CAOSI.RF DETRIn2•J - -ea f'•A:rf �'r� g$g� cell U BED TAAPMWrR C_LOSIIRE 0ETA0 En r-R.t�.1S G FF U Ii Tgafi�,•.-� OJhIUDMf WKRRNMIDIE 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS PANEL FASTENERS! 13 5' D.C. ®E�MMMMEi��®D [s!Y ®E�® ® • '®'- ®®���®�� -� ®E�83S9Ei��EI�' Ei�®E31�E5� ®E1�9E3f'iJ ®�E��®E-�iYEi➢1 Et'�E.�2YEaJE(I�E�E�®®E�IDE•�3Y ®D•�• •I E37v EF�E�EI�EE®�E�EE10 ®NNI®E®�• Im �� - E�E•I�Y", ®®E�E�E��E�® ®E�BEBEI��D�EDi�® ® ®®SY//%f0. 9ry�////lbw//O%%Ld"�/0//6///%/O�i%H%'. P//V;ll/ M<Eipf!///ice _ �18W114* i/%1®IIMII�ir0%MM10MUS011MIMIr ®M�ww Mu oealor AYDMOR PRFfSURE I� TYPO PEP d° K 1" EMBED 1/ 73 IAI <'1-al 48 52 >z I,, 1 dQ• Ldr LT4 33 WaoscEE4 41 46 ° 92 72 V... t-1/4' EMBED 33 TAP cre,.,I- 41 y T e•D♦M�b 52 TZ Ail In lit-Hxw�4, 41 IYWDRUaxlnc 46 A4 n ®E� rz `6zs'11a3^ 4]^4.D^ Bzs'hz 3"ter ao"1 azs' 112-1" a ANCHOR NOTES: 1 ANCHORS ED LE 4 T A P T CER FI I) ERE) T V CH U . PPLIES D LL ROWC 5 TI E H N, BU ONL PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND FRE:51,; RES INDICATED I N SPAN SCHEDULE SHALL APPLY, 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACINGSTRUCTURE CT'I F E .THELTONEGVEDSI MATERIAL, a ANCHOR TYFE SELE� DESIGN [.DAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER TKAN OR EQUAL TO SHUTTER SPANS ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2. FOR IDENTIFICATION OF..1111.11 Ill. 3. "PANEL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS ('F`-TRAC3C, STUDDED ANGLE, ETC I USE 6 25" O C PANEL FASTENERSPACLNG TABLE VALUES FOR ALL "H"-AND "U'-HEADERS (INCLUDE NG BUILDOUT CONumor S) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS,' RECOMMENDATION& 5, HOLLOW BLOO, HOST 5TRUCTURE SHALL CONFORM TD ASTM CW BLACK. 6, MINIMUM EMBEDMENT SHALL BE AS NOTED 1N ANCHOR SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LEM11E0TD 1/4" MAX OP, SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXIST NG CONDITIONS MAY VARY, FIELD VERIFY' THAT FASTENEfLS ARE PITOADE ATE WOOD FRAMING EMBERS PLYWOOD. F 1 QU W MEMBERS, NOT P Y OOD ASrMING TOPLYWOOD Y IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10 WHERE OR F F ANCHORS ASTER TO NARROW FACE O STUD FRAMING,FASTENER SWill BE LOCATED IN CENTER OF NOMINAL 4' IN ODD EDISTA DISTANCE F a X MIN 00 /" G- N 15 ACCEPTABLE CR WOO (MIN.) (4 D FRAMING) WOOD STUD SHALL BE 'SOUTHERN PIN E"G-0 SS O0. GREATER DETdSTlY LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD I L. MOVABLE A A V PANELMATE ALL-POIt4T5 5OLiD RE r4CHOR5 RE DE TAU 5Er B BRASS BUSHING 1.2. MACHINE SCREVS WALL HAVE in' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAV HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLU DES STUCCO OA OTHER WALL FINISHES, 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 :IC DIRECT MOUNTING CONDITIONS- W LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 50HEDULES LISTED ON T IS SHEET 04� g� N G ;F RR Cn-4-W-0 W O U O U f� � V M W w C G Z Z Z Q J a - SHEET NO. SH 1.5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. APPROVAL FOR CONN. 1x4 ''. 1 X 4 FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16 " TAPCON @ 16" O.C. & 4" ElX8 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ H O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 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 I7FTQII- 2 1 /4�� I7FTAII STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO \ - BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 4/1 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4)10d NAILS THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLSF #5 REBr (TYPE) STD. 90' HOOK (1 .7 +5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2114" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ` -:: SEALANT * PRESS PANEL REINFORCING INTO PLACE. ,.' 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL .: . REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'- MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31 /2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL_"� SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" t+ � P- GRADE - e C14 k z e (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 100 .1 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦0 ♦0 #5 REBAR (TYP,) ♦♦♦♦ 1♦ 1♦ TD. 90° HOOK (TYP.) 1♦ 1♦ B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED (--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW rl2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE T- j ALUM FASCIA PER PLAN 1 I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW--L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS {**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 165" R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE -- STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + ?x + \ + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. �F/VGTN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. - r CFF CNFFT m amn FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 5'-011 INISH .,& ' • . e '11 ► #5 BAR p p• `, . • CENTERED W/ g e . • ry s H IN TOP o • d : KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING -_ ,, b ,• SIZE AND REINF. PER PLAN - - '• AND SECTION DETAILS r+ e CLEAN FILL ! A. DIRT • 6 Z ' STANDARD q 90' HOOK iv #5 BAR IN FILLED CELL �s YK STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I I- EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. . i ~ N Qm N .-- Ix M U_ f3_ �- -0 O N C U to . <i Q > c: r L - : j 0 0 O C i 0 ;_, =-6 ` -Q > 2 0 W N N O N M 0 0 ty``,14tiuS;Fdli! LE VVA- r -fi' ST 1. OF C) • rfr A`t! N PA - 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structursl engineering portions of the drawing pages bearing Engineers signature and seal. 0 g E 8 ti A D 0 Y2 y a � � Q M ! # LL N lL LL W � L a 0 @C � ILZ co = Nox OU 0 W ❑❑ Z N � z a d N N z O - 4-+ 'U � a t0 0 LU s N �N c = 3 W = r C tR Y QCq Q CD �w Z M � go zo > Q o. E �� �2 zD 0 lca ro E N QQo X U ao �o °� =O 0 �M rw ro - C 2<Zz OY ma ZLL zU)C J �� aw sZ u� 8 5. W 3 .O .0z TOK g co v� ON ° 3 c 10277 m N U� cfl Cib M O � W N I.6 c N r- /^ m V / O 0o _ CM N I- O N 00 J LO 0o CN ,-- E cc C Z E O y `m c a E U o ¢ p c JOB NO : 21-17091-17908 SCALE : AS NOTED SHEET