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6306 Bar S Bar Trl
n ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV orAbv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot! Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC orG,C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall 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 CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W, Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor 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 Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PIN or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 08/11 /15 3.0 03/06/ 18 4.0 06/01 /18 4.1 06/07/18 4.2 12/19/20 5.0 GRADE BEAM FOUNDATION 2015 NEW CODE UPDATE UPDATES REVISED SGD, LANAI & WIND REVISED DINING WINDOW TO 35-SH FBC 2020 CODE UPDATE 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 A HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding , the information found in these plans should be directed to our 1 \ j'1 Office at (407) 880-2333 immediately. No backcharges will be �„J considered for reimbursement by the Designer/Engineer without OCT Q 3 2022 advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site SAP • gq 2Qb6 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 VIRTUAL R E ,, E •- s -. , s T Virtu- :r ASS;csi r` `��' inc. Plans ferric ,V CGin'L ; '.i' cycf aC tl a,,� wved i � for compliance with ti,e 20 0 FL'-o 7th 'edition by Debra Anr,t-- Klah`r PX2800 ventilation of the building and thereby shall not be responsible for indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer, of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. o\�itiilttfFfrf P,:•NSE'•••••; • F U •'• O.� �°•.,.• ® � 1. .•' w ``•� 1 Opp �,����~� S S J��gifftttll49°'i4� 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. M W � E Zo 4 O O U N� N r31 N Q -5 ' LQ tJi., at " w a- m 0 Q Q j M S C aco J LL LL Z�a-, V a LU Zooys 0 Lu L M 3'mc � W H O �J <n�pjO' IL WZ co N M Z a rn Q' In O Z O U U_ 0 W 0 Z N M o ZcoN z o � J n dCZ N M N z v o 4 ro r,, U r O W o N U $ zI� U o c c000 ° �® Q CID �W m M z< o� Z LL- ca E woo a 8 wz Xo ❑a oo _ O N �� Q z o o� W Z � L o 6 ❑ �� m rp z U O OZ Y o 0 FF Z J < < Q W z rn N z Wgo U� o =K ® �� � c.0 v w z< a °3 c 0 > LIB 0 m m 0 O CID d. N :3 oo—N r L a. U) m O M N O N r Q N r m CD N z Z E N E a U � Q• p JOB NO: -02366 SCALE : AS' OTED SHEET NO. C S �tlll� �l_____n.li _ _ .._--- .._ . .-___. _.___. _ -_ _ _.- . _ _ P OWNER BATHROOM 0 TEMP OBSC �I 0 cM 0 CV 0 M OWNER BATHROOM BATHROOM 2 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. CURTAIN HEAD VARIESA ROD 0- / 24" TOWEL BAR TOWEL BAR IL ON WALL ABOVE TUB OR SHN TOILET- TOWEL BAR - � ON BATHROOM WALL MEDICINE - VALVESo� CABINET TOILET PAPER `O ° SOF DIS I HOLDER 4 In ;it 02 C 4 o o> iv> o n O TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS J DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY �- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS 0 COUNTER TOP 30" H BASE o cD oo 80 4 CABINE]FLR o 5 LL tiNr rc 0� 2. 7 'A?°? M FRAMING � 1/2" GYP (V BOARDFIN. FLR. FIN. xP.T. SHELVING ISLAND COUNTER CABINET BLOCKING ALT _ I I AC PAD I ' Il 11 f 11-4"X1'-4" "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD TYP. @ J 2-STORY S6 35 SH DINING � 8'-8" FLAT B LO CARPET '- N J S6 TYP. @ 2-STORY GREAT RM 8'-8" FLAT CLG. CARPET 0 4'-4" _ n (n 1/2 WALL N OR RAILING PER SPECS - FLOOR G.T. P OP N o TO I AB . -- -- O 2 # rSP 12"x12" CMU W/ (4) #5 VERTICAL L �LANAI ------ I 8-8, „ FLAT CLG. A.F.F. 9'-8" I I I I I I I O I 6068 SGD tHB 2'4' 8141 I „I (3) 2x4 #2 SPF LID I I STUDS W/ (3) ENTRY 8'-8" FLAT CLG AFF 4' TI `MEN EA WALL EDGE OF SLAB 2" BEYOND WALL W.H. T-3" 4'-5" 6'-4' Q BUILDER TO PROVIDE C S4 APPLIANCE PROTECTION S3 H1 HEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS ` (CENTERED) EACH SIDE - PLUMBING LINE TO SECOND FLOOR rn O c0 2 T = OF WALL TO FLOOR J o J TRUSS ABOVE @ 16" O.C. S6 I.L LU z o EE GARAGE TYP. o LIJ 8'-8" FLAT CLG. A.F.F. Y _ N z r---------- --------------------- S3 0 TYP. @ FLOOR G.T. i SINGLE STORY j 8"x16" CMU COLUMN I o I W/ 6"x12" ABOVE I _ INTERGRATED INTO K i HB WALL W/ (2) #5 TYP. S4 I _ o I VERTICAL GARAGE E _._ CO - - - - - - - - 1 - -- - - - - - - - - - - - - - - - - - --` - - - - - - - - - - - - - - - - - - - - 16670 OVERHEAD DOOR O 25'-0" 18'-8" co M N OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 SEE SN SHEET O 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 181X251 S.H. 13 20X38a 182X373 S.H. 14 20X505 182X50 S.H. 15 20X63 18X62 S.H. 16 20X72 182'X712' S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 11-13 271/4X38g 26x373 S.H. 1 H4 27 1 X 50' 26 x 50 S.H. iH5 27X63 26X621/2 S.H. 1 H6 27' X 72 26 X 71 112 S.H. 22 37 a X 26 36 X 25 1/2 S.H. 23 37 J X 38 s 36 X 37 3/4 S.H. 24 37aX508 3621X50 S.H. 25 37 a X 63 36 2 X 621/2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52' X 25' S.H. 33 54 X 38 J 52 1 X 37 4 S.H. 34 54 X 501 52 z X 50 S.H. 35 54 X 63 52 1 X 62 z S.H. 36 54 X 72 52 � X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" 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/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - ELEV-B 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 MASONRY HGT. @ 8'-8" A.F.F. 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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) SEP 0 0 2022 \lr VIRTUAL R, Virtual it<�`iiF ,r 1Q.SS,S�, tl11C. Plans Rev•N c,Gi a a for compliance With cite 2'02.0 1 L,=y 7th Edition by Debra Armt,- Klahr PX2300 'I I lift/d! djgr� `X\\0l6lel ••' 'ice /cm •o ��' •o.�i `6 B F ct4 ®fib .• �• E �0 �"*�- "?OBE tQvk d'��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a �F8 (� a M Nr V CV J Q •� N 4k '� LU ,7 a 0 4 �M0w "° Y co MLLLL aLu �o W 3 Ry Cy O J IL Z U) CP i n co M z � Z Ln O pV U� (n m imi z N m o z N Q) 4 g :� -o -1 C5 (Da �' W U 0 Ln LJ o c �M I- U) U w m f- J E f i z� _ 6 9i'Iq c> o c w �0 N 41111111 o CID w M o Z Z¢ CD- O nwo O z Z N oa ¢wz 00 H CL X'o a� 0¢ z N <� o Q wW ._2� L (d - a . oY U �m m O zz Z <w o� �o o� a �W W U 3 <M 5wr J �'o,l J z =3 � CD � to . > a F- �O 0 = LC) O N m T c� O =) r r ^ .Y Co 0 H O N O O -0 o IOC) T Q N T ai m 0 N N o Z z E (� ri E 0 30B NO: 22-02366 SCALE : AS NOTED SHEET NO. III 4iluEll.f i�: �I •��Jlil;.•NL•r.-s,Itsi9L�sl,r i��;,,_,IIaJ�-- '-_._,.n �,.- n�eas�.Yl��aY�fiW�Yltt�il,, _ _ � _ :a,:, 1.-t_,,.., ,_ �� __.::�a��I,t�.illa4d4: A.�IIi�I;�si.,a:�.�L�.�,,ar::.,W6 untiwiab SIN SIN T CONT. HANDRAIL RETURN TO. A WALL DETAIL) SCALE: N STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 36" H. CONT. 15 GRASPABLE i''14 i RAILING 13 M �i 12 I � 10�� 11 i 10 42" KNEE �I� i 10 WALL WITH oo i - 9 1x TREAD 1x8 CAP & MIS 8 (TYP.) CASING I STORAGE 7 UNDER A i 6 STAIRS 1x8 CAP & ; 5 2x FRAMED CASING ',%'4 WALL r 1 x RISERS 3 (TYP.) 2 (3) 2x12 1 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION � SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS l CONNECT TC 0 IN 2x FRAMED WALL PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING FLOOR SYSTEM CO N 2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 3'-8" 8'-9" H1 O 6 B D2 J S6 TYP. 25 SH U.N.O. *EGRESS OWNER SUITE 8'-0" FLAT CLG. CARPET OP - - G.T. - 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 T-0" 2x4 SYP #2 16" O.C. SPF #2 V-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.0 THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** I-------------------- 25'-0" I I I I I I H1 ED 1A I I 25 SH I I *EGRESS 60" X 36" TB SHOWER �I FIBERGLASS M SURROUND J '? S6 � TYP. U.N.O. U) _ U) W U ^^� � \N BEDROOM 4 8'-0" FLAT CLG. CARPET 1/2 WALL OR - RAILING PER SPE 2668 BF - Sri ♦rrET 2668 \ 5'-11" I 11 Elam, CN 4068 P BF TECH CENTER T-9" 16 FYP Tyr 10" 10' I I5 6 ' 5068 BF LAU W. ' I 0 8'-0" FLAT CIS . I 9 TILE 3'-10" 3'-11" D. I 00 C coT�� N 9'-52° 3 D2 I SIM. W/ (1} _ MSTAM36 G.T. I 5068 _ N STRAPS @ - - - - 2' " BF r 11'-6" - - BASE LNI (0 BEDROOM 2 BEDROOM 3 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET ' *EGRESS *EGRESS 21 SH 25 SH H1 9 © @39) 22D2oD2 D1 I FO JAMB STUD OVER I H1 ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L-----------------------------------J R-8" I . 6'-8" 5'-10" 5'-10" I. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ )2 CORNERS D2 <Hj O SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. 00 CN v N (j2 O -HANSON BOX @ 36" A.F.F. J J X N -DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A. F.F. ro E WIN TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 B +29.7 / -39.7 © +28.3 / -30.8 UD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38g 182X3734 S.H. 14 20X505 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X3838 26x374 S.H. 1 H4 271 X 50 8 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 271X72 26X71112 S.H. 22 37 4 X 26 36 21 X 25 V2 S.H. 23 37 4 X 38 8 36 2 X 37 3/4 S.H. 24 37 4 X 50 s 36 2 X 50 S.H. 25 37 4 X 63 361 X 62 1/2 S.H. 26 374X72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 s 52 2 X 37 4 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 522' X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings of 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. SECOND FLOOR PLAN - ELEV-B SCALE: Y4'=V-0" 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. 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.G. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408,2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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) SEP 0 8 201Z y VIRTUAL RE •E"' rS`'` Plans RevtC ,1/ CAII' - d aF 7th i, a5 ;Jr'v+red for compliance with lft� Edition by Debra H Klahr pX2300 n eowN a J N. CIJ Q 0 • 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F Q n o E O 88 N , * 6, m d aoa in ik11UJ -0 0 rnF I'- 6Mqt d Y Q 0 00 r � C, _Z W��O^j°' Dm N co O Z L& L0 N O W CL 0 3 04 Z < T cn O Q U 0 O U Z 17-1F-10 C) z � o o 0 z � N z o av d to N Q� U L 4 LLJ O W gLn usa min U '- - E 8 z U o • c "' e a N co m � W Z M zo LJL E ,- z® oa r14Q CUah oa0W D° Z N @ L �Z Q �w K J fu Z U y .2 m O OZ Z YZ N og z go Q�w a W U w g ao =G Jw �F >O a v w� z aF °3 0 > Lo C m C9 ^, i O co C14 � 2 m � � Cfl 04C:) o Ln r Q N r ai m w � CD N cn 04 o Z z E N 0cc a. U J Q J JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 1.2 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP: 12 15.0 25-SH----------- FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME r r 00 FLASHING 2ND FIN — —------ -------------------- ----- — — ---- S�� i�TEXTURED FE-11 n1 I � � � � � � � � 11 CEMENTITIOUS FINISH ON ElElElElElEl�� CMU(TYP) ci 00 DDOOODaO FIN FLR 3068 FRONT ELEVATION — B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 � 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 I— I 4.01 CJ 25-SH CJ 12 — 14.0 CJM/EEP ------------------------ ------------------------------------------------------- v �t 0 r; 25-SH 25-SH ---- -- — ---------------------------------—---------------------------------------------- ----------- F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — B SCALE: 1/4" = 1'-0" LO 1; DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. 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 SEP 0 8 2022 \/rRA VIRTUAL c; T Virtu a� dx,iF Plans Rev* c,.;n.- , "ad at,J a-, ,roved a i- f�,r� nth for Compliance mth (tre Edition by Debra Acme: Klahr PX2300 r w, e • _NSE" f BAY ,�•.a+ F V � l��tt119111'°,� 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 F of 1� Q O m 8 N r k N oo m s LL AJLu G -� G co v°ri 4t w a a �M0 LLa Y N Q JELL a t9 0 Z s a 0 j 'r6 N toC O J Wc°n2°'°' a¢ a Z Cl) X ao ON �;3Z U)I aoo V M V z N O 2 to z J — N M v (D LL c� v' w � � a U 0 ,,, o V) c U � u, J U = t U oo °N c ¢ W Y M® N O) co � w Cl) Z Q o Z � ccr ca-E E °° ® fca O E oz°Z ai W aZ Z N t Gp ¢o �� w� rB C z y Nm'<w '0 zZ Z J Zz �w o< Z go W� U wLL ao �W r- �z �3 co co <Q >° a 00% zd c O 0 > LO 0 rn �a 0 co � CT r r v J m 0 CO N C) N LO r Q N r E mCD CV N o Z z v E CV 42 a.0 Q p JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 2.1 i / 12 ��5.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON FRAME FLASHING CJ 25-SH 25-SH 12 --------------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 4.01 ------------------------ ---- CJ/WEEP 35-SH —L--1.......................... I --- F ���D REAR ELEVATION - B CJ SCALE: 1/4" = 1'-0" V-0" RIDGE VENT CJ 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -- ----- -- — — — -- -- — — CJ/WEEP _90-011 _55 — — — — — F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXTERIOR PLASTER ON FRAME 12 i 14.0 ------------- -------------------------------------------------- ----------------------------------------------------------------- Z-O" 1 H3-SH _-- --- -- ---- .R_ --------------�----------_ ----------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = 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. I txterlor Lovering I 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 SEP 0 8 2022 VrZ1\ VIRTUAL Pt Plans Rev& rq cx�in.. , at J a . ;_zutied for compJance mth tr,e 2_020 7th Edition by Debra Anrte Kuhr F5):2300 I �t INN ., v A FLU cv .• /®��S•:t�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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Lo F QO o QE 10000 n _k M " N v 0)wa pp� N N pl 3k j 0' ffi °° °° N 'u' Wtir w a� co .t - ° 1 co a Ly Z —ate Z d' Y t@ 6 O W m cy O W��QjO' d¢¢ z ILW rn O N mZ ea Z O U U (V ❑OD Z N M 0 0 o zlead z o J — d U V/ N O c � 0 0 J 0 0 V) LU p c w U i z� Lj r— — E t � U oo y C � u aC ° ®® N m m o coN o o z a LL. t? O OF Y� Z® cu 0. O U o Z N �o <p wZ �% i n3 � C ox U �m m� 0 O� Z Z a�i <W a> <w S z o ONE z o w¢ �_ a� cD z¢ log CC > L o O ai ro m 0 O ^ � r r �1 o 0 -0 N � (.0 r1*1-0 LO r Q N N r (U w C) N �i CV o Z M Z :3 E CV a E U JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 2.2 -4 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 LIL 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 LIL 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/LIL 2034, standard for single and multiple station CO alarms or LIL 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 PWF HALF -SWITCHED DUPLEX OUTLET I -a 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 FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q�� 0 C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 10 #12 copperto 20 amp ckts 50 AMP/ 200 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer MO 200 amp 150 amp UNDERGROUND tQLs POWER CO. FEED INTERSYSTEM BONDING O TERMINATION PER 7f or 410 SER Alu Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. U.C. OUTLET SWITCH FOR DISPOSAL- F —1 i _I CV X r9 DEDICATED DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN, SCALE: %4'=1'-0" ---- LANAI---- /> I I I AC PAD I I DISC. GFI WP I I GIFI -cl I r�-----1 % If 11 / 1 � i 11 ALT 11 11 AC PAD I 1 �- Il �I `^ --r DINING � s J— LI H AS PE OPT. DI 5'-0" ,/ 1 SP C LIGHT AS PER - —I— SPECS PENDANT LIGHT PER SPECS _- GREAT RM Ci IGFI I I� i% I ROUGH -IN I I 1Lj FOR OPT. U.C. OUTLET IFol _ FAN/LIIGHT (/ � I FI j �� I SWITCH FOR 0- OPT. CLG. FAN/ I DISPOSAL I I / LIGHT PRE -WIRE' GFI I' LL I 2'-1, "JJ —Y-j ' C.M \ I I 3 HEEFEB I I I II T A IG I IC A OWEIri I 1 1 1 I 1 1 t -- I 1 I I I II I I I I 4 ILL- J,— GFI 1�JI ENTRY GFI @ 44" \ ` \ �/ A.F.F. 1 I \ W.H. I I J Z Q Q / GARAGE LIGHT AS PER SPECS LL U LU � GARAGE. >w 1 `ii GARAGE DOOR ' GFI r-------------------------------! I � I I I j I I IRRIGATION GFI I I 1 @ 44" A.F.F. I I I / I I I I I � I I � I ------------------------------ 77�� 77��cc����T r7�� ry-� ------------00Al+rl -rGR J ---------- OR PREWIRE AS ` PER SPECS ' DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — — — — — — — — — — — — -- I I I I I I I I I I I I 1 I I I I I I I i—J I I I I I I I I I I I I I I I I I L-------------------------------------J RECEPT.FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. lil 3" VTR 1.5" VTR I � 1111 I I� I I I 1 I I I � I � I I `III 3" VTR I � I I, I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER VIRTUAL IE VlrtuariC Plans Rev'oa .'l cctn> ar.3 s ,j, cried for compliance With (iie 2-0 0 7th Edition by Debra Amvl� Klahr PX2300 ELECTRICAL PLAN - ELEV-13 SCALE: %4'=l'-0" N N 0 N N N GV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LO W a v a co o0, Nco N 6 m tp -j LJL 0 0) oo co # . Lu U) r— r: LL LL, IL EL 13Z _j LL- a 0 v 009 J-cao :3 to (N co m J W �o g� 6 _z ILW EL N co Z of rn O Q U 00 °" Z oa❑ (D V M Z N o o 0 Z W N (D Z o a J — �- Ill U) N N z 0 s a--r t>3 c— W U W g C✓ N U c W ~ J E tQ O 61 U o N �0 4o N m o W Mw M z LL oo Z O > N <� � wz z® oa cu_ _o Za< o fa CV � <z o °� wz � � L Q mo tom (n C _ C pY U O LL Z' Z a� �m <W �z N $ z 5 az Q LL N W V W =o Nz F a� r_ O co a 0 CD In > LO C rn �o 0 ^' L O r1 LL C /1 0 m (0 ~ O r*1 O (0 N N LO r Q r N m C) N Z E tU a E _ ci ¢ o JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 3 I a I ti,A s 04 r "`I 4:12 SLOPE 4:12 SLOPE�I W -www� www�i � I 1 I I I W O rn N r I I 4'-0" OFF RIDGE VENT I, I I' I I I I I I I I I I I I I I I I I I Z W I 5:12 SLOPE LU 5:12 SLOPE o � is I I I ZONE-3 I I I I ATTIC SPACE I I I 1071 SQ. FT. I I I I I 49 I I W a o y,A 0 I N_ Lh � I w y 5:12 SLOPE Now I U,ZONE-1 n. ° ATTIC SPACE N 1 97 SQ. FT. ) ZONE-2 ATTIC SPACE 60 SQ. FT. SEP 0 8 202Z \/RA `Jirtua't R-d.,�i� Rssi dnc. Plans Revc ' q (;C,in;- ar. . ,rcived for compliance with '0ie 2_ �;�'nth Edition by Debra Anne Kiahr PX2300 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4"=1'-0" r_. �Ow Q ��yR w ✓ •••••' l • !' • 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 stnictural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo r W v E co I- o coi n at ti U) 0 WIn #LLw M inajra nEwaM aY 0V LL LL d� O Z . O i O w No co M O r° °'a] QQ¢ z N° J` 0 N co Z N LLW U V vOi ZO W ��0 CD z N o o 0 z co zo M U1 z W a u 0 o LL V) �V'1 v �- ELu zl� U ) Q N �W M N o Z � U- z . N E 0 c U 00 mo ® ❑a uo U u U �� z o N Qo o Q wz w � L O oY U m f o oLL Z zC U) J h m Q W �� N 3 oW gp �w o �w aF CEo >° zla 0 0 0 f1/ L.L. > Ln o 0) m 0 0 :3Cr T r Q 1 L.L. Y 0 (0 4 m 0 h N O o L r Q N r ai m � CV � Q iri CV o z Z E N E ,� C a U -j Q 0 � JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. 4 Il Il Yid— 6411 I li �, lr._:, - - - .� I (ii�lYhi�� II'I I WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN • .. •. LU Z J n- LU cn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" n , , , , r , , , I 1 f . #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. "�- U.N.O. �• r e • ;.' ; ,' '�_ *"Alternate: ' The reinf. bars shall be f,. • �; ,: • �r.;, ��,;; cont, around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 25'-0" 13'-4" 10'-0" 1 _g 7'-4" ,1'4" 2'-0" x 2'-0" x V-0" L 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. S3 W/ (3) #5's E.W. A 2K7� IQ TYP. k id �116113(1 bald j I Am ' (:�SF]j o I q 5'-2" 3'-10" 11'-4" 6'-8" 1'-411 2'-0" o - 4'-8" zo 00 AC PAD j M I -4„ j 1 -4 II ALT II II — — — — — — — — — — — — — — — — — — AC PAD j i I,�----------- TYP. @ -- I I PROVIDE 1-1/2" RECESS I HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE I ■ jlll BASED ON LOCATION I TO MASON'S S OPE j '- FOR WIDTH I 0 1 I1 o I r I c%� I I I INDICATES FILLED CELL d T ■ vl-A11 W/3000 PSI CONC. GROUT 11111 FROM FTR. TO BEAM I 1#5 REBAR_VERT. _ _ C.J. 11 ABOVE SLAB. TYPICAL S6 1111 @ ALL PLACES SHOWN I I 00 (HOOKED FTG. DOWELS 17" + TYP. @ I � L" I ('EMBEDMENT W/ 25" 2 STORY I I*XT. ABOVE SLAB "GRADE 15TEEL" I I ij j 1 11 I I--J I ■ I 11 III a ■ I P 11 II 11 I Elin Y ¢ LJ I 1 1 I I � 00 13%2" MIN)000 PSI CONC. SLAB III M C° FOR HERNANDO COUNTY ONLY 131/2" MIN. ��00 PSI CONC. SLAB OVER I Cn 6 MIL VISQWEEN VAPOR BARRIER C J I ■ I 1 15'-4" 5'-3" 2 -5" 12' 0" PLUMBING LINE TO ■ I I I I SECOND FLOOR _ o i:J�I '0'-0"ELEV. FtI co I IN CONC. SLAB r=— --- -- I 11 I o ■ o I 11 11 d -0 x3r -0,� x1, -0 1 2'-0"X2'-0"x1'-0" I o W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. 10'-7 112" i0 0 T I I -co ■ Ch---_--- —----------------- 00 ■ I °° 4" STEP 3 1/2 S6 ILA DOWN C I 0° 1 ih Oo j 6'-4" 10�� MIN. S3 1 '-10" 10 TYP. @ 2 STORY I--------- -- K 0 1 •P OF • ., ■ TO BE , •. . BELOW' I Q • • ENTRY i QQT�� r 3'-O"x5'-O"xl -O"j • i 6'-4" BUILDER TO PROVID w APPLIANCE PROTECTIONL-n I p I WHEN REQUIRED PER FBC I I J � (Al U I 9'4" 9'-4" I I ■ ■ —t— _ C.J. — — —I-- I b I I N I I o I I Ed 12'-6"x2'-6"x1'-0" I j TYP. @ ;n I W/ (3) #5 E.W. SINGLE r I STORY (2) # VERTICALS i� ■ I WAN FILLED CELL I ■ q I S3 I I I q I S3 I S3 HB _9 Ln 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 z0 O~ U) LL • ti ■ .I J Sip 0 S 202Z 16-8"41 18'-8" T le 25'-0" VIRTUAL Virtual Plans Rev't v G(A11,_ ..,-d arA I+.jved for corrtpiiance with 0'e 2-U^0 7th Edition by Debra Ini le Klahr PX2300 FOUNDATION PLAN — ELEV—B SCALE: %4"=1'-0" lfitt6,o��, �����`Et11�Bjr61! Z. r e e 01 f=LU° •� 33L3¢ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q C) r, vEE N N 00_j 0 N 0 0)0 W to 4k Li-W r�� LUa. � � LL a. o Z om 0o .m�I (0 N ri J In ��pjO' a ¢IN a a Z N M z C y O U y U Z 0 W �1:1 El z N M o g z Z � Q V J CL � I� V) N M z a � MOM � o +-j �6 u, w � U 0 NC2, !� o N R WID L (J o c o ■ �® o w M M ¢ Z Q E E o wo LL w > ¢s Z® oa F— Xo �o L)0 0 z C O C N � i aF z �o <z d z ire � ra C _ C =r "m m� o oz z� z a� <w � z `r%, N �• o< Z SZ W C a w = ao i3LL �k Jco O ¢Y �0 � 0 rw w zI< a 3 O i L / O� i� O CO CN :3Cr r T � U ) ~ m � O � -0 N O LO r Q N r ai E N N o Z Z E vi d o U J Q J JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING J TYP. U.NO. 00 J LL �J @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING /--,JATYP.@ LOW ROOF vn (� C7 CJ2G I — CJ2G 2 I I D2 CJ4G I I C7 _ 2A1 —T—r - — — II T I I CJi II — II II II I I I I T1 — P FL2 _ R A II FL9 IcL 2) i C-0j A TYP. @ S3)STORY SINGLE ^ \TYP. ^f U.N.O. TYP. @ CORNERS D2 J V TYP. U.NO. (2) A S5 SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA {+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3, HIP 1 -35.94 1 -49.57 -49.57-49.57/�� 10 _ GABLE 1 -38.22 1 -38.22 -60.99 -60.99 1 -60.99 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: (D (D SHINGLE: Y16" EXP. 1 CY16) or IV32" EXP. 1 (3y6) TILE: 1%2' EXP. 1 03,6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS �i 3r 3r r� w 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 112" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=1'-0" PLYWOOD FLOORING L (2) 2x6 BLOCKING UNDER- FLOOR G.T 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT 39 UPLIFT CONNECTION CROSS-REFERENCE LARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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" k (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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.1(26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" 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 ** 172013125 ** 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 EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME u "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 logo 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS SEP 0 8 2022 VIRTUAL Rt'= ' S`'rT Virtual 11G. -o ed Plans F'evr.y 4 GG'iT ;_ for conlPiiance voth (ire 2-IJ�= :' tb Edition by Debra Klahr P/:2300 FLOOR FRAMING PLAN - ELEV - B SCALE: Y4'=1'-0" -6 �N a° Ca L 0 ,,vvim� q a°°°•. p' �6 �16t 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 cD W Q v E 1 O M U (co, r, O N # J 04 � J 0 .a) 5 t; o? � ik �; W H Q Cl) r- t` w LL a- �m0v Ui ai J LL LL a LU o Z _ r6�vo O: � °c, O~w 13 N co O WU) 1� O' Z IL IL a N M Z LO 0 = U O U _j Cn W ��❑ O O z Z o J a � N r I ch W o u- 4-J v, G' U 0 Lu o (/'1 c /N'� w (j) w �E {m = w � 0 as C cs �® Qco N �� o w M 0 z a LL_z O o o� ? g o a o _�� I CL oa Z O E N az a o aZ wz � � __ C az Y U . 9 mo O ¢ Z z J a tl Q W z to � o¢ z ao W U �o �w �o o V w w z¢ r= a o O C O E01 N > f0 V c� i� O Q LJ.. U) �p ~ +, � O o L0 T.. Q N T ui m w N y CN o Z Z E CV a) cc d E U j Q p CD JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 6.1 E r-------------------- I i I I I I I I QTYP. j I G U U U i 4 TYP. S5 U.N.O. I I I I L------------------------------------ J —(2) 0 TYP. @ HIP CORNERS ENCLADD CLADDING W NDFPRESSURES ANDOSUUCTIIONS FORM AN ROOFOHEIGHT 5T2 f ND RSH t ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE 38.22 38.22 60.99 60.99 _60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 C1116) or1%2" EXP. 1 (3�1'6) TILE: 1%2" EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32 ", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0,131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2"' HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -19d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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 1090 1 12-10d HCP2 1 590 1 555 1 12-1Cd x 1 1/2" 1 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 (A) OR 2 PLY 1ARRIER 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: %"=1'-0" ajh�0 CO N f. O —i C ( _j tii ll CA U ?r N C: y co ! L .>✓ � E3 U) `O O r L (� L--.-.- > O LU t,�i�V�����ttilElt6iEf1 ,N ... U Cj OWN C� C iz 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. fA n W vE OD ! O M 8 N Coit N V # C �coi U) � u W tH r�` r� a - w a rn cat o a — a 0 0 m cM4 w'd @wU- a-� af Z Cz _ "IT = ° 0L ~ w f� •� N m M O W�pjO' d¢`� Z 00 a L0 M Z W 00 004 0 U N Z 13130 W M 0 Z N O Z � N ArmO J d � N M C cz W V O ' 1 W C. U Ow t-- rn U r w E r— — U o' y c U) <C �® e N 4� O w co M z O ZZZ Q LL O EE w wa O zo Q N z® U do W 00 o E N Q) aQ .0 <o W a � � L ra U "� 0 m� 0 O¢ Z z J m Q W zZ COti N 3 1<atl 0< ao CL T w <o Ik o O W << wlw U 0 �o a = O z<TT3 � O O i L6 ON N f6 0 O CN Cr U) m O � CM 04 C) N L0 C c 04 Z z E a E cu 0 _ Q p JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 6.2 oil 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L1180. 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 �� ° 0 Sae vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 81`441B/1T8F4016/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID 1�h :: a . _ tY CV Q O W I K U O #5 BAR CONT. 8F12-1 B/1T O VV LINTEL DETAIL SCALE = N.T.S. E MIMMI =E1 101 OMMMIN M! am-EMMI E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY J W 8F16- B/1T a iio g i6 Z t r NOMINA QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS c-1-f precasflintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 RE AT TOP ALTERNATE POWERS MIN..(1)(1) REQ'D e CL O EAR STEEL LINTEL e a a .M.U. #5 REBAR AT TOP e ° e MIN. (1) REQ'D G <) 1-1/2" CLEAR a - , A e G GROUT - n v v Jn > t e F c J C 5 REBAR AT x - cn Lu) Uz BOTTOM OF "- uJ L W O _ LINTEL CAVITY O -BOTTOM REINFORCING PROVIDED IN LINTEL O Ci z ¢ ¢ (7 Z �-` own ¢ Z. O g iB � a a p G\ p ` Q, <1 5 REBAR AS INDICA /8"ACTUAL 0INAL WIDTH (VARIES) n , LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4r-6" LL 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: %4'=1'-O" LL O T-8" LL 0 6� ) N Co ® C �� LLJ N U N Q. -0 0 fA `O O a C: C (a >�oW WAf 4 A0 � O 0��6!l66r;��1�ti 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 F o E ,o F- 4 O () 8 O � 'itCC:))N Wop 5 N cc:,J LL 0 w of xt LL u) u3 co� "� a cu J 4 z m O 0 L 6 0 O N ¢ ¢ Z O N O J ri 0 LLW co U U ZN O _a ❑Li❑ W Z N cn o a Z m Z o d Q J N to Z O Lu o G) In c � tl/L U Lu J I.-- E 8 MEW '.. I z1 z n N 4CID �Q �� o ii■ MZ o Z z Q E � wo os rz >� <s z® Da co V o cwi o I- ro _ C O N x U F z I o U O dZ o U o W w a) L . n, C z Y U g m o Z oz Z J m �zZ u) co a. am w LL r rn w �z �3 <a _ o cfl ;o a zzl¢ 0 3 c0 0 = � LO OC O cc c� i� O O � d' Q W Q 0 CIO 0 No L0 N r ai Z C\V c� o z E y E N E �, c o- U J JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. 7 k Iv K 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 CONTRACTOR'S IT IS THE STEEL. CHEMICALS THAT ARE CORROSIVE TO USE RESPONSIBILITY TO VERIFY THE TYPE E 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. I POOLS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN iINTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 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/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C,M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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: 2.11. 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 L/240 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER BEAMS COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5, ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C, "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 -Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, forms etc., shall be made with permanent metal or plastic forms. Permanent must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpou and mortar along the foundation perimeter must be removed be ore exterior solltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department issued. by a licensed pest control company before a certificate of occupancy will be The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE f". 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. M CV M _ K C:) tea =i �'- U - > j p. _ i r ~�, • ��A S ''•, ' G �' ` 2 •, v CO N �, U •' -' • c, `•., L Off• 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 h o 4 ry 0 m O N m LJL tl! C,)�tia _ w a- N o LL a - Q CoLLU a w -' Z Z �� o n Zi MLW0�°'°' a ILW N m Z L O O U U_j y Z ❑❑❑ z N M 0 0 z N z Q� o_ N M U) 2!: a c Ur _ a �N N w in O w o to �V) _ w � R 3 V o c C/) Q N 0 o �Q sm o co J w co. coO Z Z < U_ � Q O y o 00 wz QN z® oa U ¢0 wM XU � QaZ 0'0 Z o E N 0 $ QO a Z �� ((, L ,p C z .0 mi 0 0¢ Z (j N J U tim a 0 Z aw z cn N $< Z a0 �� LL �w W a�� =3 o U w, s� >O a o� zQ U3 0 •c O 'L O N rn m m i O to �. N 10-1 T r^ U vJ Co n Mom! N O N r Q N r 4i @ N Q N N o z z E (� ca c ccE FL a? 0 -3 a o c c JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF �J HOME H C G GARAGE SIDE 0 0 0 5'-0" 10 STUB -OUT FOR 1'-O" o GAS METER ' o 0 L) C)O o CV = IIIIIIIIIIIIIN • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x— lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally, from above) Filler blocking 1/8" gap x FILL CELL Cn w STD. 90' CONT. #5 HOOK BAR IN STD. 90* HOOK r— BOND BEAM u �u SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGTrJI 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. 4 Clinch nails �( when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads 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 at bearing. Boise Joist Blocking Use 3" (10d) nails of 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 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, notchje or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer � Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or ) beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each, kJoist can be offset Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14'" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCt 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel Non -stacking walls require additional consideration. — 6"" A 1 Z' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger I.0 SIMPSC wl (22) NAILS 7 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I II I I I I II I I I I I -- I (I= -T7 Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a. SEE PLAN FOR °• A . • FOUNDATION INFO q . a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE �rPVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�0 LOCATION OF SECOND H10A SIMPSON 110A ' ' .o REQUIRED) w/ (18)10d x 1 1/2 ) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 d d PLUMBING LINE PVC OR SCH40 SLEEVE a a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ifl d 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 dd.. a .I IaId G ;TT=1 a d a d 4i- i_1Tf_ d d _I ITII rA T- d SEE FND. PLN. SIZE & REINF. O no., (:? act, Cr) 1✓ , z_ z - 0 ;. .Q W u7 0. O CC oW > fZ a- J. ��e���,��9�91I%✓I��� U �0 • C 3 ���r�dq� S s 101A � a 4/�d0�fl i! 13 rt131't't��1 To the best of the Engineers knowledge, information and bePief, 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 C. O M 0, W� N N CD# u- ..�.. C _l 0 � in W W ;k '� W (0tll a ��ti� W LL a ajaNiv W W MU_" a-,� Y. 5 N O O J W ��o, d a Z 0z IL IL ") N U U J Z W �0� M V o vz o � N M N C.D o •I--+ cn LU ° U Ow o Ul `.' ._ V w U s U a c Cn Q N �� o �z< M o Z LL_ ca E w� s° , �o O wz Z® w o t— .. 5, oQ 0U 01 Z N �o ¢o �z z i N C = 0. �o m0 o ZW Cn C ¢, 21 3 sW 8 dLL i-� O mz =3 }O CD a i;3 0 �O =�/ � > L.O t..l 0 N rn m (9 ^, W L C) Cr ,— Q A f ) U v O (0 t1/ O M N O CEO C:) U rr Q r M E -E C� o z z :3Q E (V y a E U _J Q pre JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. SN 1 3 ILU Co rn M M to 0 Cn a 0 0 J co CID 0 0 C 3 a N 0 a E 0 S O J rn LZ 0 U E v i .o i z ca I i 0 0 J ti N 0 N 0 0 a N N 0 m v FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B /-2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) REQUIREMENTS SEE R905.1,1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . p SHINGLE ROOF, SHINGLES TO ' 1 BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM -III=III=III- m ° 1 I 1 -1 I I= Q I-1 I1 (�- ) I-I I I I —I I I —I I—Io �� 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE -I III -1 III=1 I=1 1=111=I I �I I I-III=I I �I I r I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =I II II II�(,II I) II I II II Ii RESIDENTIAL ►NSUL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG FI FV VARIF.qAiid'\ SEE TYP. WALL SECTION SCALE• 3/4"=1'-0" 5/8" OR 1/2"HIGHFA STRENGTH CEILINGGE BOARD PER CODE (OR 5/8"UMINUM GYP. TYPE "X" @ GARAGE UMINUM DRIP FASCIA W/A HABITABLE ROOM SUB FASCIA ABOVE) W/DRYWALLE STRUCTURAL SCREWS @ 7" O.C.FFIT SHEET SS CEILING & 8" O.C. WALLS KNOCK -OUT INSULATION PERx8"X16" OCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL 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 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 00 6 MIL VAPOR 0 D BARRIER 1> �• 4 I I - D N COMP. SOIL. (COMPACTED TO 95% -1 I = III ( - MODIFIED PROCTOR M 1 1-:: 1 1- 1 1 [i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA ' SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS `1' z M ff CM TI � T III— .'.e. •.'•. •�.. I�I SEE A/S3 OR J/S6 (_ FOR REINF. INFO. 3"MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR ) GARAGE DOOR SLAB RECESS 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 01) 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR'%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" Q.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 518"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° ' d @ 24" O.C.) 211. ° a V ELEV. -0'-3112" z 31/2"MIN. ° ° ° G O G- ° a c 4, a ° ° a G ° 2x4 CONT. ° A.F.F. LL o b > a ° d ° - a o p C1' 00 -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---Z `-'TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE ,----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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS //2x IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. ITI=1�1-=III- 1/2"(min.)- 4" 00 GARAGE DEPTH VARIES 31/2"(min. - 4' ICI= - I I 1 T I II 31/2"(min.) - 4" =I I=1 i _ _ III, 1JZ I I t 1Tf T-I 1_TI-I II 1� -I� 1 I -I I 1=1 I -I I -I ff Tlf 1�1 -11=1 ff,nTi-,II I T�I I I I-III-11T-I 11-1 -f 11- (2) #5 CONT. 4„ "'- 1,�„ 8„ (2) #5 CONT. 4 GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALLrr @ CC SCALE: 3/4"=V-0" 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. "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD ��s LOAD BEARING OR INSULATION PER FBC AND ENERGY ,ca ��NUo 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" 11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR c„ LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ 10 G/S3 FOR ANCHOR ° "' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. ( ) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8' x 10' J BOLT @ 24 O/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x31/4" TAPCONS 3500#MINTENSION 2600#) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING , . SPACE ANCHOR ^ FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS �, WEEP SCREED INSTALLEDio2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH ;, E d TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c p p . u GRADE 40 MIN. Fy= 40ksi GRADE `I D z_ #3 & #4 LAP SPLICE a ° — z ° FINISH GRADE Oo 2 " M P 0"MIN. [GRADE 60 MIN. Fy= fi0ksi] a �1 I I�-I I ' . p .° ' = I -I I 9 MONO OR STEMWALL M - - - 2 41--0 o. 5 IN. LA [3 LAP] g I —I ►1-1 I 1=I I I —II I I— '- FOOTING MONO SHOWN I p .D ° ' - I I II i I I III ° • • I I =1�=LIT ° D _ 6 MIL VAPOR BARRIER —TI I1 I I _L= - „ _ FOR CLARITY 3 �TI= #5 REINFORCING BAR4. R 1 7/8 W _ I ff I-1 I -I 111=I I 11 =1 1=1 ! I=1=1-1 ! 1= z T _ — ' j--jTj=l 11— —1 #5 LAP SPLICE NOTE: -1' I I • A , - - - I 36" MIN. LAP [36" MIN. LAP] (ON 35' CHAIRS —I I I-T , (-1 I, , , 1 1 III=�i� I II III III 1�f—_ K N COMP. SOIL. (COMPACTED TO - _ ° 8" V-4" 8" *FOR BEARING WALL _ (TYP-) W/ UPLIFT ONLY _ _ _ _ __ ! __' --' 95% MODIFIED PROCTOR ASTM-�_�__=I �I ; 10" - I - = '- I - - ylI 11TI=1I TI� I 'I II-� i— — 1I I_ —' I- I-1 I I_I i—I —III —1 D1557) r—�Tr—,T� I—Trr_ =1 I-i 1 =! =. I 1=! =1;=! i 1=! - 1=;1_I 4" 1' 4" #6 REINFORCING BARxx/ #5 STD. 90 HGOK —"=� ! 1 1 I_ -1 1 I II ; 1—III= ;1-1 I— I' #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° v GRADE 00 ° } I 711 -i =1 1 I__I I 1=1 I 1=1 I 1=1 I =1 I M= 1,1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS a CV ' M N .. A': . .. . s .III-�i - III_11.-� �-..'•' y.....° III A ,. � r- SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' 1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAMM INTERIOR a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � •e 00 E E_ Ir= llk M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ d M AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM a ON! SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 00 ;' - - - a d a E - BEAM SIZE & �y, ' I I= r TE. a CONNECTION INFO d M d' 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -1 - I "'� " 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 EE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > I> SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" 83 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART zo SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN w SIZE VARIES PER PLAN o0 z GRADE CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR _(=1 - 4 6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) 0LU -1 I -' ° • =1 i l--� -!' %_ T WWF OR FIBERMESH '- ``' w U z � w _ __I - _ w 1 i; III- U d' BRICK PAVERS or SLAB PER ow�� o o 1i -i, ,i ! • ! ° a 0'-0" FIN. FLR. COMMUNITY SPECS �I o i-..= I I -, i_ M Q - - - ; = I l -! 1-i =1 i- - _ - - w FOOTING --I v BEYOND TI,, EINFORCEMENT PAD REINFORCEMENT-] 3" MIN. CLEARANCE ... .:: SEE SCHEDULE 4" ---- ----- ---- I _ESEE SCHEDULE •' • RED • rD' • COLUMNDETAIL >o co C'n . y y r.. ,U N N <ti v r r >1 0-Y ;C2 C C= �M O O > rs> W N .. ;. J .�0 . e 0FE S S 1 O AW1,1 ��`�`�°' �OI111111ar11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. WCD E � n CQr` o �BCQ 00 ,4 J LL 0 co w * `` w NC n � a M LL a X a uLL- d L o 0o _Z-.0 j •f6 N CO C O J W 0 a a a 00 Cj a ,Z N Mz LL'U)O LL p U U � 0 z ❑aa W � M z N Cl) �o z Z a Q � M � z D 0c o _ f� u, 'U O W o N _ .) U LU Q o N OJ a l� c w M z o Z Q E E OV zo oo tin >� <� Z® oa o" X 0 0 OU 0Z Z o E<¢ (Q�[ G p <o W W C _ C z y N m� O oz z� z J a t a ° Q W 1z N a� 3 $ g° a NW W �z W a a =3 c� I CID v 5 10 OIm 3 �O 0 = > Ln d' m 0 � O CO Cr'In a. U � -+ ateCO CN LO r. C V Q N T - ai C`V 'ni CN o z cE° Z CV a Eto U 0 Q p� JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. S3 (MONO) I i il, . d _4 ' �'il . Ili. ffall l 1 4U'�: (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP J4 TONNAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIORI / WALL FACE OF BLOCK WALL IS 2 114" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED III SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT2 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED ,\ IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. 4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d a a ° a d a 8„ STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL E IL IIETT NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL�71 SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 71" 1 41" 10" 6 3/4" 31 /2" IM SFFA ©O� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFER I nAn 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) 1 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. p� SIMPSON HTT4 TYP. Op �R U.N.O. SEEN/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F, TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 wl (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD T = - 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL- W/ STD. 90° HOOK IN K.O. BLOCK -MM— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k�ICE NAILS TOTAL) EA. SIDE OF 4SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS WJ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. IN S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 IN t NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON f SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSO SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING d 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A CTAr.(;FRFI) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. N O O D.. cry ; N ,N. 1< , o - CL L CL LU , Cn xj . 19 'CL >+ Q .. L) 3 C 0 Cd - ��- >>vv 1 ESf3��a��'. I �leSS301Ap�",� (111111I I I I 4 I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vE `�°n .4 o M 8 N 'o N W J 1 o' (a 0 - - % � "t a fN r' ru-) w 0 ��c "° Y M'`" a 0 �o Z_ N m O � W��6jO' aaa Z No 0,a0 �o M Z 0, SQ O N Q U to Z OU ❑❑❑ W v M 2'— co N z o� o_ N N z (U �' LLI N W 0 W11 o N e r— U � W — E ¢ & m o w cO m Na o Z a ce W O �° > [; �o 0(E 0 E v o Z® ca C^ rd CIL XO o< �� �� o< E 04 Itq �� o Wz _ C Z U m 0 z' � � �o a W aw wm p �o �z J =3 �� J o Vim' w� ozla 'o a oo 3 O O O a) 0� > Ln 0 6 rn m 2 cu 0 O d" Cr /1 LJ.. a 0 m +- O � M -0 N -0 n L N E cisC c N w N Z° Z E N CIO a E '10 0 U Q pre JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS— \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO ' RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & 1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA.. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THRO G H THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING 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)10d & (2)10d 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 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (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 HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" 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" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION m SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 7112 11 (2)16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING „ RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d X. AT EA. TRUSS JOINT „ „ (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS G @ 24" 2x4 BLOCKING BL CKIN (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 ) 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" fir, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 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 SCALE: N.T.S. 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 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-- I I k BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 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) 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. 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/ W 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48' 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� 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. SCALE: N.T.S.S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6" O/C WOOD TRUSSES SIMPSON HGAMI0KTA 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)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 9 BRACING w/ (3)1 Od x 3" AT i • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO�(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 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 10dx3" 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) 14'x3" SIDS SCREWS TO PLATES (TYP.) —CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'4' 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 kllqq NOTE: LTOP 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 REQUIREDZBOTTOM 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 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 W/ DROP CEILING BRACING DETAIL 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 NOTE: LTOP 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 REQUIREDZBOTTOM 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 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 W/ DROP CEILING BRACING DETAIL 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 Q) CD � co � , N o z E6, N o z ' rt, ( =' m UM ay =CL - M ,Jy O O - -K'- 't L-.�,� > > a. O , I \0111111 °X ����•' 'iD •'"� 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. 10 W v ECD 4 M L) N� co, v 6 C::,) qg Q GD 1 ik '� 11J M r, r w °- to LL aQj M V Q Y � LL CL Z z� --29 o 0, C) du W ogm r W a 'Z N MZ >YN O U p Z OUU) og z N z o � J N m _ +-, C" f6 w 5 U OV) O w 8 �N U) ru U m00> INE L U o o N m o W co M z < =o >� CL o E U w ao ® w0 (Q x XU U O �U z ro ¢o az roN W Z2 O Y mm mi 0 UE z Q% J ¢" 4W �z u� N 3 o9 LL gz a c oMja= � O i f. J O N m m 0 1 LCo O CN CT /1 0'^ U _a \S/ N C:) No LO � r r N N 0 r i N o Z Co z : N � ca = a E .. `' a? U _j q JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. S5 s ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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)1Old @ 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" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA WI FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN = 0 41 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 '.IT INSTALLATION PER CHART ON FLOOR PLAN _f/p NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E .=A. — CV .ate. G _ a.. \'d .. e4 M 1 — — _ — �—III =III III — II ' I ME, —I II—T=I I I I I 6x6 W1.4xW1.4 I I M I III —I I ° =1 I J=1 11=1TI III a WWF OR FIBERMESH -III—III=I I —I I I III aeIc FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /— PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [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 LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO UJ LU o c=n 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 - V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8'W"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C0 v 4'W" INSPECTION PORT AT cc 0- EACH FILL CELL TYPICAL Lu U) a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 I I PI I" `—STD. 90 HooK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10d x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. SG 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' oO SEE FRAMING WEEP SCREED CD z '- PLAN • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS 0/C FOR THE 1ST 2'-0" OF I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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"DWX 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . — c--e;157 ° a� 11, RI I I fl I IT► I I I I I I �I I ICI (3) #5 CONT. ON 3" $" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB II EXPOSURE 1 II SHEATHING x — —x—F PROVIDE BLOCKING AS REQUIRED PER D Lu o SECTION X-X IF II II FULL LNOT < HEIGHT SHEET C II II o ° Z II II —II = 11 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T _TII 15/32" OSB F EXPDXPOSUREI F- LU SHEATHING w II II II I SOLID 2x IIIIII II II II I @"`L SBLOCKINGHEATHING 0 EDGES(SEE III OPENING I SECTION X-X Li III C III x II II Fr Lu II III- x 1E1;17 r III 2x STUDS W III II II II BEYOND. a I II I SEE PLAN o III I I II II I I zi O L WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGAT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -i F PENETRATE SURFACE MORE THANy". cn 0 NAIL AT SASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W18d COMMON NAIL Z @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C, J o w/ 8d COMMON NAIL u0� LL F O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > O aw/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. �I-0UU) i m LL 2 H @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 p MEMBER IF GABLE END LL � NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND A SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/S" SPACING I• c • 1121. 314" S 1/2" S 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL 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 vEanra�L, SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP, DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE L,17- FR�0R NG 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 IT WWF OR FIBERMESH I M I I I —III —III —I I s .° III —III —III I I .4.. °, -III— I —I --�- (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) 1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) 3) 1 (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. 00 FINISH GRADE o z III @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. A�„' W-C O !- r -- ® N .7) ; W o - � _j ILLJ Mr L , (i,) Ch /�/� (, N 1) ram• ' Q a � -- := C U) V-0 L Cdl�l N. .••'•NS r FLO 0tA �. ood 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. N LO !- o EQ' � 1 co N 0 0) LJL Q � U) it 11 Lu � to M Urr-- a LLwa. a Y a 6mv 0 0 o a_ C < R O J W ��pjO' ¢¢ a coN° Rao IL to co Z rn O N O U Z W z N Oo z N z o � J — M V) z o � U o (D a m '�` • U O 0 LP) w D �N CD - - E GO" 9 U o N o c i-40 o w M zz o Z Z LL_ E o 0 < N ;o E U Fz ao Z® oa W¢ I— C X� QO z� N a� wo ¢o (L' WW 1Yo.z N U m� 0 Z , zU)C: � J O cam Q W �m N �am � no go CL °9 a �w W oLL =� CDWa co v z¢ > o1 c C)0 Vi ^ Om m CU L_ O (ID d. N O.-•. Q � r r1 LL �/i o v, }+ m a--+ O N CDS2 NLO E N Q y N o z z N m a E v U Q p JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 2X4 SYP BLOCKING P FOR STRAP (SIMPSON 1 • x 1')ill I -AWM MM111111101 2x12 TREAD r -- GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU STRINGER CONTACT \ POINTS E LL2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: = 1'-0" J-A ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT NRS IN WALL 7ZZA 2x12 SYP BEARS IN WALL ' 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 'IEW "A" SECTION VIEW "Bit SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER-;7\ rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER -2x4 DRAFT RISER AND TREAD STOP / -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 4--2x4 BLOCKING FOR 2x12 C// I I 2x4 PT UNDER 2x12 I 1 ROVIDE MOISTURE \ PROTECTION LZATTACHALL COMPONENTS / TO CONC. W/J" XONS @ MAX. 32" O.C. i —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 21" TAPCONS @ MAX. 32" O.C. \ / GA _-, TOP OF \ STRINGER % 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP ITN [ 2x8 SYP DRYWALL STOP / MUST NOT TOUCH I ` STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUEV\ STRINGER CONTACT POINTS \ VVHILL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 0 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER aLUED NAILED SECTION D; D SCALE. 1 = 1-0 -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND f 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS IV 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: V = V-0" Lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4�GLUED AND NAILED TO STRINGER \ �KOR DRYWALL SPACING H E SECTION VIEW SCALE: �' = 1'-0" -3/4 PLYWC ON DECK --•2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW licit SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, \ V STRINGER OPTION: 2X4 CUT ON (2) LAYER 2" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT AT 1 ATTA16"CHED LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: I" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" - POST LET INTO -OCK DE ]NG STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED x8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES JOINT _TO )ISTS) NAILED AND )TOP PLATE \ITO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) H 2X BLII 2X STRINAR OCKING PSON MTSJ2 w/ I 10d x 1 1/2" AILS DO R 2X BLOCKING 3f�D RISW / VARI E ECTION VIEW "Hit SCALE: 1" = 1'-0" 'a i`- O C-j C (!�O �— tits 7 ;d \V =- O `0 4 Uj � > Q to \ �I I .. �•...N \\ ••. 5 �_ U �O O AgSS Ile, i Ill=��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. p�p3 n Q00 MM (0E- ik v N M tnVoti� �w _ 0 No a - Q W L� a-w� Qz z rmv �o ro� ILW 05C' Z 0aLO CLO¢ N¢ OUUIL No ❑❑❑ V M � Z o �o z W N z o � ¢ p. J — —.- N V) zCzQ) a f>3 r_Lr � U O o wQ> cif �c17 V) U U a W J F— — E — 8 L �•. z j'•... II U o o 'xto ¢ � o t o W m M �a o Z � U E O 04 ='U �K O N L w ¢0 r M C o m`i o Z' Z ar U) J ¢ZqM < w z O 4) p g J a z W U� o �LL �k o z < o ;o o CO ow z1< d o 0 o O i In ? LO I.. W O Nt ui rn m m O O co N ^ o CO I% N Ln r Q N r ai m CCV � N N o Z z E IN E d U � Q JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. ST DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAx. 8 DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT FOR CONN. /i PROPER INSTALLATION ♦.® DO NOT DO THIS♦♦ 2"x BET. PLATE W/ (2)10d @ 6" O.C. ex44111/2-" APPROVAL / APPROVAL FOR CONN. / 1 X 4 APPROVALFOR CONN. / 1x43/16 O #5 REBAR (TYR) ♦ 3/4' PLYWOOD DECKING GLUED 4ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d x4 P.T. FURRING i,FURRING X 3' LONG LONG X 3/16 FURRING 'i (2) ROWS 3/16 x 3-1/2 TAPCONS #5 REBAR ♦ ♦ ® (TYP,) AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD @3-1/4 ,� @ O.C., 2 ROWS STAGGERED TAPCON. TAPCON @ 16" O.C. & 4- TAPCON. INTO STAGGERED @ 16" L ®®® ♦®® 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL ® �4♦ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAI L ,� STD. 90^ ♦♦ ' ♦" ♦®® @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLSIHOOK (TYP.) ♦♦♦ FACE NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT TAPCUl 04N METAL SEAT PLATE DOOR JAMB NOTE: O.C. FROM (REFER 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 % ' i LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. APPROVAL FOR CONN. / i 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" „, � ♦ ® ♦ ♦® BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. i 2 ROWS 3/16" x 3-1/2" i 1x4 {) / , O.C. & 4 FROM EACH FURRING TAPCON @ 16 O.C. & END w/ MIN. 2 EDGE DIST. ♦ ♦♦ SIMPSON HGAM1OKTA 12" O.C. ♦ ♦ +2„ OTC @FIRST COURSE @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦ - ® ®♦♦ w! (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ®♦♦ —; INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL NOTCH WEB AT THE ®♦ ®♦ FIRST 2 COURSES _ TITEN INTO K.O. BLOCK +5n ♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELLPER FOUNDATIONFILLED PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND �. SOLID W/GROUT ' ^ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SEE NOTE 1 BELOW .a 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK /; SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA BRG WALL TYPE - FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. r-- I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR .° a , ,• FURTHER INSTRUCTIONS. .a SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10tl NAILS AT EA. END RETROFIT TRUSS DETAIL I I FC SS NAIL w/ 5/16"HEAD I DIA. @ 24" O.C. OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW--L- A --L CENT VENTED OR SOLID SOFFIT >: x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 ARCH FACES W (. 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN.2. MIN. 4" EMBEDMENT AT 16" O.C. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0r' 5'-01' SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO QR 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE ° ' yD >•6 , B-B /4" MAX EMBEDMENT INTO K.) " PER NAILING SCHEDULE ALL ° #5 BAR e° ° ° ]LIN 2 -0 8" STRUCTURAL SOFFIT ;� " P CENTEREDW/ 2 °SOLID BLOCK HEADER BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O SF01 . D' u TOP o 1 X4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" (*) FOR ALUMINUM SOFFITS WITH SPANS o° r : ' KNOCKOUT / N 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► Iq i THE SOFFIT FL PA INSTALLATION CRITERIA CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*NAILS I� MONO FOOTIG PROVIDE (2) MIN. - ---. PROVIDE 2 x 8 DIAG. BRACE BT CENT. W/ (3) °VERT. AND REINF. PER PLAN -BRACE Ole BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILSSIZE AND SECTION DETAILS EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL P ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2xO�F ° STANDARD o BUILT - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A. 90° HOOK N E( (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CENT. MATCH TRUSS DEPTH ( O�F/V 2 10d NAILS 8 O.C. + CT O @ " #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + h TO TRUSS TOP CHORD FILLED CELL - - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + . _ .,. ` . _ ` •, • _ `•, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + PLYWOOD SHEATHING + •' �' „•' ,' ' ' •' *' ' ' •' ,' „•' *' THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS + REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS REQUIRED O + + SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP . , s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °�®° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. INk B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SETA FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. LOWER DRILL 3/4"x5"MIN, HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKD DOWEL ENTER SO IT EPDXY CAP TO PREVENT LEAKAGE 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 PRECAST LINTEL —/ %j A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6-0" SCALE: 3/4" = V-0" SS On SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND {EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° '° o A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n o D SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR w a v REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ -T=III T D I=I I�TI I-1 I -T-T- g • -r 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8 DIA. ALL THREAD ROD - - - - #5x6 EMBEDDED INTO * 1 E PRESS PA EL REINFORCING R ING INTO PLACE. N 0 C 0 „ 6 MIN. LAP SPLICE W/ — D' D II �II� "SET" w/ SIMPSON SET EPDXIED S z � � I I EXISTING FOOTING (2) #5x6 IN CONC. * ::.:.::". - COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL - = I - --,�- EPDXY MIN. 6 EMBEDMENT & ¢ _ cn � FILLED CELL SMOOTH. DO NO FURROW. :'.:-`.' M D ° II -III -I' ° � 3 MIN. EDGE DISTANCE N „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT D I j (-III- GRADE D i rrr- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° ° REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION I} AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) MAPPLY ANUFACTULANT EVENLY RER'SAPP I A� THE FULL DEPTH OF RECESSES ON MANUAL AND NSTRUCTONSNACCORDANCEWITHTHE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" cw � 0. i C3 a � y tIJ w ,,; ca N _ .0 C O O - f V .r > > CL 111J;td� NI W N •'• S �. A�C14 t °•.. , L. O ,,.° 4kj 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 Q 0 v E Co O co N �k Q oco o N S? aD N 3'k LL W : Ewa J LL LL ° W Z @ O r o W i Ca N co O J W '1. ) C, a IL co N coZ 5 3, (on Z06 ❑�❑ W Z N o z o z o J N M XLno LLj Q) O NUl Lij 0 c U LU y U oo ca 00 Y —O N tT ti CD ¢ W Cl) M z Z U_ E zo o° >N ¢.- Z® Q XO wO U Z C o N o¢ .O w o w°rr w w � L ¢ o DS w o CO C - C U w Z Uz Y2 z cn o a 21 SM 0 �w W v o dLL =k �- =S � C:) Z F O III zlF aTo a 3 2 C:)i .o > L �} V m m 0 O to N � v) U m Cfl 0 N O mil/ r1 O , ^ T M r E M d z ca z E N cc n U _j q p CD JOB NO: 22-02366 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER 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/ (3) 12d 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 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. 1 A DIAGONAL - AT 8'-0" MAX rri c- j vu Lw 1 1 1 1 v— v r w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS 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 w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J w W w U) WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND _ = <- SLAB 1 1!2" _— --1=— (2) #5's CONT. T&B w/ iLL VAli ° 1i4b ° #3 STIRRUPS AT 4'-0" PORCH SLAB SEE _ WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE �1'-4" 2 ENTRY PORCH SILLr1_4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I 1 MAX 3 SOLID. SEE ELEV. 1 1 1 FIT— -- — ------- j---- 1 �1 1 11 1 1 1 t 1 1 1 1 I 1 COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 --x------ x-- --4-1 -_-4- 1 PORCH SLAB SEE - Ak SLAB LEVEFOUNDATION PLAN -I c L 2 #5' CONT T&B /� i= CONTRACTOR TO INSTALL SEE CUT s • =1 T SECTION FOR #3 STIRRUPS AT 4,-00" _i - MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER do KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" BADE A -A ALTERNATE BLOCKING SIMPSON LSTA18 w/(12)10dNAILS----------7 —`------— SIMPSON HUC410w/(14) �— SEE PLAN L. FOR CANT. CENTERED AT I I 16d INTO HEADER & 6 1 1 1 DETAIL INTERIOR BEARING @ SPLIT TOTE I BEAMS TOGETHER I I I I I O 10d INTO BEAM - SEE ROOF PLAN FOR MORE I I I 3 I I INFO I I I SCALE: N.T.S. I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR 1 1 A PROVIDE BLOCKING AT ALL TRUSS BEARING I SEE FLOOR PLAN COLUMN SIZE & BASE I CONNECTION INFO I I I I --7/16" OSB FLITCH PLATE REQ'D ONLY WHEN SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE I (---- I i I I _ _ _ - INDICATED ON BM. STANDARD HEEL HEIGHT SCALE: N.T.S. &ADDITIONALINFO. - - --� L-- - -----I L--- 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — ----- SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON M OPTION B CONNECTION INFO OPTION C SCHEDULE/PLAN PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2° z� 1 PORCH I— N SLAB SEE -- -i - ° � FOUNDATION PLAN --=w -I -- 1.)i U z (2) #5's CONT. T&B —_LU x:. W/ #3 STIRRUPS AT ' j N z 4'-0" WHEN DEPTH -_ EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17� SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a� FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT a SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER L SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. �+- BM. SPLICE OVER �� CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 Y2" CDX PLYWOOD OR 16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ' e' GARAGE OR r LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. "FSEE PLA M IN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT v 4' v v v — d ° a e e . a A. e d MAIN HOUSE e A: SLAB d � e (2) #5's CONT. T&B w/ #3 STIRRUPS AT a a 4'-0" WHEN DEPTH EXCEEDS 30" g.. 4. Q a ' GARAGE MONO/ 21 .a N I` l o ., CT t� in � X D t. r -�3 y �3: tv . r co Q,r C U p ., ��� 0Uj ;,�,j111�ill11111 N _ F. ®�'�vJSSlfl��4 !�f gll9110i'�i�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. Lo F oo C) O M co r` # N O N J to � co v) 4k to LL W 0 �Mv- M JL 0-Y a u 1L U- a QI o Z_ 6 j 'co N co L O W cp ¢¢ >L z N M Z W to O IL Z O U U co W ❑ElEj Z N o �o z m N z o J Ji - N C) 0 Cz N — 0 �N � U g 0 rl, N C N Ln U W s o N m11- C JW rec ce3 M o Z rj m — W ¢ y o ❑X Fes- (� of X rUo& 7 U O z N� ez a o O <z w W � J (n J= Y U mo O W Z J <w �z cn N ¢� o go 3 m �2 Yw �� w a< s3 IXo 1� o O �p v' � w oza a= O o3 �O 0 = i > Lo 0� O ui rn 12 0 i� O Co CN�..��.. U) 6 v, o a.-+ m o M -0 N C, 04 N L0 T Q N T °i m _ N C) o z CV a E ai U _j Q 0 Q 30B NO: 22-02366 SCALE: AS NOTED SHEET NO. D1 I I (1) SIMPSON LSTA30 w/ (22) (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 6 10d x 1 1/2" 10d NAILS BENT OVER TOP { ) USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PATE THEN DOWN THE FOR 2x8 WALL) I TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING ' MASONRY WALL GA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. 2 2x SPF TOP PLATE ( ) I FLUSH W/ TOP BLOCKING INFO ( 7T SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF 1 (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ () (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE " OPENING WIDTH 4 FEET. EXTERIOR HEADERS 1 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. t ITI SURFACE Oq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM .. .. SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END •:°: •, : CORRECT BLOCKING w/ (3) 12d EA. END ;;:: HEADER SEE Q/S4 FOR REQ'D JAMB ---------------------------------------------- G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1- 1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4"TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO 2 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S.��j SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6} 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) iQd NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL}@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED ,; ° SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w!(18) OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL, (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ 11 10d ( ) (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #Z SPF STUDS C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN ___ ______ 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER � � NAILING AREA (TYP.) (2) 2x HEADER o G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE �(2) CONNECTION — SEE PLAN E 5/8" A.B. 24" O.C. AND 6" FROM O EXTERIOR HEADERS SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42} 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PATE SEE PLAN MORE INFORMATION SPFEMBEDMENT PAST STEP. SILL PATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR12d NAILS AT 6"E A�x PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C FOR 2x6 SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. „ 2 2 x #2 / �— 1 1/2 (USE SP8 FOR 2x8 {) I WALL 24" O.C. ) @ H FLOOR SYSTEM SP6 WALL, USE SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. I �I KN EWALL OR BEAM WALL AT EACH STUD ATHEADER / IF OPENING IS GREATER THAN 4, �� JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) �/ I STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED WJIN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL NAILIVNGOSCHEDULE ATTACHED PER ___ __ ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN E F 1-Yp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o°o SEE FOUND. PAN FOR FTG. REQ. 6" HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS , a , ` . TOP AND SIMPSON SP1 w/ (10) 10d ° NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • ' PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. SITUATION. CONNECT G.T. TO 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.� s 2 STORY COL. GIRDER (IFoCROM IPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. .° LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 W/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 wf (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED .. 2x6 WALLUSE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP , SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR • 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS PLATE W/ 2 12dTOENAILS. O {) (1) ° F 3" O/C A xTF N - �� 2x CRIPPLES @ 16 O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 12d TOENAILS. ° �TF STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1 2x SILL PLATE W/ {2) OPENING LARGER THAN 4 ft (2) 2x 8 TOp TOP SPLICE N (1) 2x SILL PATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) ° EXTERIOR HEADERS END OF SILL (MAX. OPENING E 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING S. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON x OPENING NAILED TO STUD ° IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF • ° BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED `j'� TAPCONS r, , W/ (2) 10d NAILS „ @ 3 O.C. 2x4 BEYOND NAILED TO STUD PACK FLOOR DECK FLOOR DECK DOUBLE AGAINST 2x8 W/ 10d NAILS @ 8"o.c. 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0"LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 00 -4-� �: ♦V 23 �I r C! _ ff O .O a cu rj) O O U / CL 4- 0 0. • <t �' s' _ .••••FLO 1�1111IIIIIW00 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 W �*E mti Qco:, N oo 3t , A co F0 co N u, W 0* (nNo LLaa ej S Y LL LL a J z13a r@_ °S it J Wc� �YO 5 O G m m a W a j d Z � M IL r_ N ¢ U _j 0 U W ❑-❑ O � r z � o o 2,_W 11 z o a J — N M to z O o c W O W o V� u w. I- U� W J as z U U o y Q �A N Im o M z 2 W Z M S 21 o a Q E O E: z oo > <� Z® V ¢S00 w� XO oU 8U Z N ao ¢o ww - a U Nm O z as � a ° <w 2w m o< Z 3Z W p- w a nw c::, cD zl¢ a F OU 0 .2 C) Lid CC O 0 O M N CT � r ^ U v, s C4 O � (U N C) LO r N Q N r ci m C\I c) � N o Z Z E N cu a E 0 a o JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. D 2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT l FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING SLOPE WEATHER RESISITIVE 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 BARRIER EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4"-1" BAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (ASSEMBLEDwnNoow z NAIL BRAND OR EQUAL WEATHER O CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING O draining to the exterior water that penetrates the exterior cladding. WEATHER RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER z BARRIER SEAL TOPS OF JOISTS 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 1 UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING (SEE DETAIL wI=o7) man - - _ _ 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 HEAD FLASHING TIE-IN INSTRUXTIONS: i felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation i MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 1'', � O sheathing, shall include awater-resistive. vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The flashing and seal with tape 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. NTS SELF -ADHERED FLASHING Scale: ■ FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING -�I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTERUP THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK JAMB LIQUID FLANGED WINDOW OR EQUAL W EA PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING 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 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCKTO ).<c EXTEND A MINIMUM 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 OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 2) SEALANT JOINT THRESHOLD O shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 a WINDOW FRAME WINDOW BUCK ACROSS ENDOW BUCK " SECTION -A (SEE DETAIL WP02) AND EXTEND TO 1.1.Exterior window and door openings. g or window andoor openings Flashin at exterior dshall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings O shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT RER MENTS BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME FRAME z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer' installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. 2 O SAL TOPS OF JOISTS 6 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ' ■ SELF -ADHERED FLASHING SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - 1 6.6.At wall and roof intersections. Water Resistant Barrier 9 7.7.At built-in utters. JAMB, SILL AND HEAD DETAIL Lath THING SELF-ADHERED ELF-PATCDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPPROVEDOUS WRAP STRUCTALATH TWIN TRACK 2.5 ; stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER \ SIN 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE n ° a f 7/8" Cement Plaster "v" SALANT SOCKET WITH I I I, I I JOIST a ° < TOOLED APPROVED SEALANT SINGLE i I,1• WOOD BEAM � d ° in accordance with 7!8" Cement Plaster Q JOIST � ; .• ,�. \ \ BELOW 1 SELF -ADHERED FLASHING Foundation Wall � Q 1 ASTMC926 in accordance with �\� SELF -ADHERED FLASHING '� 1 a a a a ASTMC926 ° e Felt backed metal 2 ^ ° ° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 f with ASTMC1063 lathe in accordance FLASHING FLASHING Building Paper with ASTMC1063 2 O 5 '�% ' Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ • , FOUNDATION WEEP SCREED ■ ' /, Metal �,� sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ,: .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - 11 l Installed As Per Manufact. Specs. PRODUCTSDETAILS I� l l STRIP OF SAF LEGEND l SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom TILE FINISH I f- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only LLQl I ( I BARRIER (WRB) _ - 1 1/2" t0 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK BREAK BREAK WEATHER RESISTANT BARRIER - - _ II BOND BR K WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ I I I PLASTER ACCESSORY Sheathing Installed As Per I: SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. 1'4' PER PLAN Detail Instructions „ 1-0 PER PLAN it l WRAP DP WRB ONTO I l THE VERTICAL „ 1/2 Cementitious Refer to the number marked as O in each detail that corresponds to the i I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: I I: I FLANGE AS AN AIR in accordance II BARRIER l with ASTMC926 All inside and ` °°o 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU l 3-1/2" INCH over wood 2nd ®S°®° ®®°° ®>®°® outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding _-- l I J ®°®, need to be miter , m,® laps p 4"OR8"CMU as - - --------------- j I m cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) H ° Z z j I STRUCTURAL FRAMING ,° ®°` butt joints need to ° °°o,® 4. Split the release paper using the ripcord (Split release on demand, -'--° FILL WITH GROUT =:I a �b li STRUCTURAL SHEATHING ,®°®®' becaulked using Stampede or sim. embedded in the adhesive layer) - for ease of installation and to 4 aIxa THIS GAP IS A RESULT OF caulk for all minimize scoring cuts ° a � III LL1; PLASTER STOP NATURAL SHRINKAGE. i STRIP OF SAF 5. Remove all release paper per standard installation instructions and p p p ° a = d) �- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i- ---' ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum) I-� SLOPED MUD BED _ ° ° _ Lu ACCESSORY , I BOND BREAK WRB 6. Fold as shown by arrows- 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 - 4 ^ 1 -I w CO w SF LATH n� 'l fit tight to corner a VINYL SHOWER PAN N 4 ° A j ; Note: 8. Mechanically fasten as necessary H° d � -_______-= � ---------------" -� � � The building paper and metal lath must be SLOPE - a ° a I ) Cement installed over the top of the weep screed. ° LEH - - ° ___ _ PLASTER STOP _--------�� Plaster o ONBACKER ROD ovr ck a a a & SEALANT 1sefloor a 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE o� 93 (n t� J) _v r ut r- u (D .Q _�. C W O., O Q C U:..++ aO� �. O W N N 0 N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. "to (0 ti LL V ♦'� N _ J - Y, N0 N it Lu M �r-ra Ewa No a - J LLLL c- z Q 0 @_ OP- d" o co rY O -J W U) Z C, n p N m Z = ti pV U�oi Z W ❑l�❑ U z N M O z co N Z o 4¢ n Q r � /� V 1 N �O LL ra Cii w OW U g c O W J '- - E - � � 8 = w at o CO w M hZ o s Z J ca E E mLL-o a E U Fz oa CO t"'- C ao g x U w¢ U O U Z o E N i < Z �o �Z WW �� d � 1Z UY U '0 O, Z Z mm 6W J N � a 8 �z sz 2� KK g a Z rn w & �a �5 CDF CIOo�� ao 00 ZIG E O rr > Li) O t m M cM O Cn/' � � T ,r /1 U N ) o (� O 0 C0 N O Cfl .Q o Lo Q N 1'� T ui m w N vi CNI o Z z E N �o E U a -J Q p JOB NO : 22-02366 SCALE : AS NOTED SHEET NO. WP1 Mounting Bralckots (10 Gaul +112'It T1fiex2-12* Tf Sack crass 5upport (lillay be cut to 4'lJ� Amber 'eJ� f�0}'r-.i11 S�itEC�r,1t BtadCet.(16 Gauge) 1 ll A325 Gal (TYR) q yyy� g�+ }}s�ys �{reVYs A/C Unit Sc um Edge HurHeane Strap I fforlt (ipi 7 1, � n ) Front Cross Support Sell-1 klitq Nuts (May tiecut tow) Left Bracket (16Gauge) ,#145et(-Ciri11ttg Sttewslhru BraCke[5 8 RackklCross Saltap©rt Into AIC Unit Bottom Side (Typicak 3 each side for hurricane use}' INSTALIATION INF03MATION SFrc41c imiallinrrucr etaeteuctil am PanVKW erA era 3iwrtcua�Alt Rr4t df i7raw§agawdlydpla Ivan mquea Florida Department of Business & Professional Regulation page I of 1 Building Code i and Standards an y2pzi Product: Approval Application Detail Code trillb, dr. 2" ,Qpiq. .Date Pending .omwo 'No. Yarsoin Manufacturer Cpmad. lnuineer&Llasnss Validated By Validated Submined F&C Approval Aegry Status Affirmation 2020 Smelt Vern Products, Inc, Micheal Glen— HermesF Nwwo P.E. Loch, Boil P.E. 12M al 12r18/2D20 122&'2020 Approved Category: Structural carnponenis (677) 441-8358 PE73778 (334)=11600. Subcategory. Products Introduced as a Re an Of Ihfo2smanvent.corn New Technalopy compiler. Method: Evaluation Report from a Florida Registered Architect ora Licensed Florida Rofesslonsl Engineer -- Carsllfir Assurance Approved ter Use ;. Approvedror Use Imo a -: a 0e91011. a # Product Model Number or Name Product Descdstisn Contract E., all,, rdr Dale J!r HVHz D a N utsid YHZ Resistant t"<495UC3 1 Smadvem Model 540510 Al Deal undw rood and ventilation, 12F312023 F F niAagon ant M1 Yes Yes Nd4, -♦ 4 10p 100 2 SmadVent Niodo1#1540-511 Dual Funcffm Flood and V rillil d Vend iWII2623 Yes Yes N/A +10DAioo. 3 SmartVenl Madelg1540-520 Insulated Flood Vent- I2OW1323 Yes Yes. N1- +1001--100: 4. 6mertVent Matlel*134MV Insulated Flood Vffli 12r5120221 yes Yes NIA t1M)¢100 5 SmartVen/ Mod.1#1540.524 16&purl: Garage Door Flood Vent 1?M112 Ye4 Yes Nlq N/A 6. SmsdVent Modelil1540-570 Wood Wall Insulated Flood Vent 1213f2023 Yes Yes NSA +100F 100 7 SmartVent Mod"#?54(l 14,5Lqud: Garage Door Flood Vent 12W/2023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Appncatian Detail Page. 1:?f 1 ItIV2D21 Code Ell or lisle two Gale Peril 211111 Tyif[_a version.' Manufedurar Gained Engineer&Nowise Validated By :Validated. Submitted ;FBC Auareral AoordYad states Revision 2020 Drexel Metals Inc. Jason Shumate Zachary R. PrIll Locke Sovd.0 P.E. OaTl11r2020 08f09207A 092MD20 10n32020 Approved Category: Roofing {502)303-1511 PE-74021 (334) 3001WO Subcategory: Metal Ranting dshumetaMci xmel:com .a I. Mffihod: Evaluatlon'Rbpon ttom ed. FloridaF .IM—ol Arrhil or a Licensed F1. Professional Engineer :: '_ . fijt'F7®te-R$'Promiats Quality Assurance Approved for Use Approved lea Uaa Im D9ai Delon Sep.#,. Product Model Number or Name. Product B—lortial CordradElitilratlen Gale Inlil cutmde Hill R881starlt Pressure 1 Q(e%el Metal ftaogng Systems OMC,o0NS,DMC 1508S; DMD 175fi OMC2d05, 12f31�12025. Yea No NfA +01-180 OMC SV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page -2 d 4 4MM22 Code EntlINor P DA%e'aa9Ltis '. Type Version Manufacturer Con ct Eno inear&License Validated BV Validated SUbm [tied FEIC.Aberoval Approved Status Revision 2020 Thel'ma-Tru Corporation Steve Jasperson LyndonF. Schr lit P.E. Ryan J. King; P.E. 04M512021 12312020 Q4122r2021 05108=21 Approved Category. Exterior Doors (860j 643-7626 PE-43409 (813) 767-6555 - SUbCategory: Swinging Exterior Dcor Assembles sjosperson@11nam iat— Compinince Methotl' Evelu.Uon Relportfrom a m Florida Registered Architect or a 4oensed Florida Professional Engineer gL izaasa Preauctia Qualitv:Assurance Allorovcdfor Use App7ovadfor Use Impact Uesian... Bred# Pia act' adel.Nymber ar Name, Product Descrtioli Contract EXslrillon Date I 4Z Otds e'HV 7 RBNlstant Pressure 1. a: Therma-7ru Fiber-Chaselc and Smooth -Star Nominal 6&N39,8<"lmpact&{uot; Opaque 12131YS022: No Yea Yes NIA Composite Edge Fitmrgiass-Single Door (InsraAngKlutswhg, X mrr9111-1 n} 2 ti. Thelma -Tor Flbar-Classic and Smooth -Star Nomfnal0&1t39;88quatl"mpaui" Opaque 12r31/2022 Na Yes Yes WA. Composite Edge Fiberglass Single Door with adeltill (In5wnnglOutsw4hg; X0, CXor OX€3' conf adonis g i 3 c. ThermaTru Fiber Classtcand Smooth -Stare Nominal BB,fk'i9'8 u I � ac not N m al 8,q of np t&q Opaque - 2 1120 t !3 22 No Yes Y a yes Nf A Composite Edge Pit toughies Doubt Door Wth or without Sidelites (Inswirg/Outswing: X(or OXXO configurations) 4 it, Thermal Fiber-Gassio and Smooth -Star: Nominal B&011 0 "Ot Impact&puck, 0peque. lV3112022. No Yea Yes WA Campoarte Edge Fiberglal angle Darr (Inswrhg'1Qutswwg; X obrriguraton) 5 e. Tharml Tru Fttier.Clsssic and:SmDoth-Sil Nominal Mill "lrrypeci8qupt; Opegu6 12131=2 No Yes Yas WA. -Composite Edge R berglass Single Door w4lh Sideirte(s}{Insmngiputswn ng• XO OX.cr OXO conf uratl0h5 g ) e f Therma-Tru F,liiar-Classic and Smooth -Star minal6 M9 uo c of Opaque &9 t mpa tubarN &Ell 12t3 =22 No Yes '`lea „-A. Co e, Cnm site eR lase Double Doo'valh or iYhhaut all el�rt s, IftewhigtOulvl XXor OXXO oci flguR'gona) 7 g. Themaa-Tru Fiber-Claseq and Smooth -Star Nominal S&IM 8quotlrryoact>mt and 72 lQO22' No Yes Yes NfA Composite Edge FlbetgfasaSingle Door lnswa buisw Xcoml "urahon Nomin�6&X39,8 8 h,'Thermal Fiber.Clossla-and Smooth-8tar &quat;l: pa;ct&quat; Glazed 12139f2022 No Yea Yas WA Coin 'te E Fi leas 9 la Door with poe ilia berg ag adelte(s) Oriswting�Qutsw.. XO. OX or OXO: configurations) 9 :L Therma- ru Fiber Cl aaic aml moo - r T a S thSta ominal 6' of N ,8 &quoklmpact&qu Glazed J311 22" i2 2Q . o N. Y ee e Y s N. /A - Composite Edge F'her"'. double Door with or - - WithoutSdelites-(Inswingldutsvnng XXor OXXO. configurations) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal Stil ;0 &quoklmpacMquot Glued 12r31r2022 No Yee Yes Nil Composite Edge Fibarglas. Single Door (Inswingl0utswingl X dontigurattonj 11 k Therma Tru Flber.Classlaand Smooth -stair Nornlne188N390 &gUnt linpablBquoY, Glazed 112Y31Y1022 No Yes Yes N/A Composite Edge Fiberglass: Single Door With` 0cle hiss) (InsWrlgfOutsw ing; XO. OXor OXO canfigumtons) 12 1. Therma-Tru Fiber-Clasell SmoothStsr Nominal 8& °#„B4O &quoLlmpact&yubk Glazed 12f31/2023 No Yes Yes NSA Composite E'�e Fber>alaas Double Door th of without SidelitesQnswinglOubnNng, XXor OXXO configurations) 13 m: Therma-Tru Fiber -Classic and Smooth -Star Nominal Bain;& &quoOmpac%quot, Glazed Molded 92>31f2022 No Yea Yes NiA. Open Composts Edge Rbarglass Single -Door 90figurahon} pnswrglOutswigi 14 ri, Therma-Tru Fiber -Chaste and Smooth -Star Nominal 6&fl39;8 "lmp io*uol Glazed Molded 12131121Y22 No Yes Yes WA. Open Composite EQge Ftsarglasa Singla:Door wrath Glazed Molded Open Sidelita(s) (I nawingloutewing; XC, OX or OXO odniigu rations} 15 o:Therma-Tru Fiber.Classic and Smooth -star Nominal 6'8"lmped" Glued Molded 121312022 No Yes Yes NIA Open Composite Edge. Fibergiesa DoubleCoorwith. or hoof G ed Melded Open S' tes yt az del pxxo 16 p.Therma-Tru Filler-Classrl Smooth -Star N—imi 0Ŧ "lm got Opaque} 1213V2022 No Va. 'Yas NIA Composite Edge Fi berglal Single Door with Molded Open Sidelite{s) ornoningl0utsvving: Xt3,'.QX or.OXO configurations) - 17 q: Therma-Tru riber-Classic and Smooth -Star Nominal B'& &quail rnpact8quot Opaque i2Yd112022 No Yes Yes NIA Florida Department of Business & Professional Regulation P.S. 1 oft Building Codes and Standards IM02021 Product Approval Application Detail Code Entity nr ,gyp gg� _QA}g Prndino �Qg ]Y2e,yersial Man If ldurs, .Contact Enolnelr8 uclall Validated @4.: Yetii .Submitted FBC Approval: Approved al R6Nalon 2R20 POT lnduetiad Jens Poa05Y6l HamDad fit-CER Mimi-Dsda$CCO-VAL 1111e2D20 10f282020 11f242020 Approved Category-. Exterior bows (941) 485-0100 i7ae) 315-259a sulocstegary. Shins E-fill Door Aesarirhp a, jrrsaaisLl@pgnndusmesp Carl sell CenifiF9libfi Mark or Usting � F1'k251 Ra3'#Ratlusia ,,.-,j. Qualh Assurance Anoroved to, We Amnoved for Use: Imoad. Deal Product Mot141. Number Nam, P1'pdud fl,ecrlad,n CardractExni"Ab" Dell.: In NVII .outside NVHZ asels4aN. 9- SD[18570 {Loge MI'sslle,lmpact) Vinyl slldmg Gill Door a4402021 Yea- Yes Yae: NA January 27, 2022 PROD L`;kT A P PROVAL SPECIFIC;'ILATION SHEET sFloridaoAdministrativeC de 9 - e e t i formation land approval numbers n the'building components listed below if A ruined by FI r da Statute 553a842 and Florida o B 7 , please provide the pp � pt� they will be, utilized on the construction project for which you are applying for a Category/Subcategory ate ory/ ubca e o anufacturer Manufacturer Descri tloin Approval umbe �Test Pr ssur Eel Fate 1aTERIOR DOORS ITheffnaTru FPrl�t A. SWINGING Fiber -Classic and ooth—Star NCh4MPA FL 0461,1 $.7.01 7.0 f 2/31/202 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + 7.01- 7.0 psf 12/31/202 Therm aTru Fiber -Classic andSmooth-Star (IMPACT) FL O470 +80,0/ O.0 psf 121 11 02 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +4+0.0/-40.0 psi' 12/31/2024 P T Series 5570 NOA 21-0205.03 +38,71-38,7 'psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 000/8100/ 00 #110 8X7) FL0248,3 +31.01-35,0 psf 12/31/2023 Wayne -Dalton yn 1 182 # � .� , Series DODIB O0 00 1123 18` FL8248.0 + ` 30,DI-33.5 ps 1213112023 Wayne -Dalton Series .8000/8100/8200 #1124 (16X7) FL8248,11 +34,4%38.3 psf 12/31/2023 D. METAL LOUVERED DRYS Curries Division of AADG, Inc 5071707,727r747rand 847 Single & Pairs of Doors FL11537.1 N/A see inst sht 12/31/2025 2. WINDOWS A. SINGLE HUNG H .. MI Windows and Doors _ ` Saves 1�5 FL17498,2 + 80.Of-0,0 f ps ;: 1018�'�023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windom and Doors Series 188 FL15351.1 +55,01-55,0 psf 2/1812024 C. FIXED MI Windows and Doors Series 185 FL15349A ++60,01 0,0 psf 41312023 POT Series 5520 FL243,5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5784 FL15353.2 NIA 12/31/2024 POT Series 5500 F L261,1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. .. Cemplank La Sidina and HardiePlank La Siding FL13192.1 - FL13192.2 A. SIDING NA 12/31/2023 B. SOFFITS Alside Slid and dented Vinyl Soffit FL15272:,1 — FL15272>,2 — 75,0175,0 psf 1213112023 AI ha Atu loamy Inc. old and Vented AluminumSoffit FL18544 R 54,2154,2 psf 7 3012023 C. OTHE R 4. ROOFING PRODUCTS A. AS T S I GLES PFi�tL H � GA F Tab, DimensionalFL10124.1 3 b7 NIA 12/1812022 B. DNDERL+4YMENTS Tamko 151b Felt Underlayment FL12328 NIA 512912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLATORS Thompson Arch Metal Cclmp, Oft' Ridge Vents FL15918,_1 - FL16918.4 NiA 91912025 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lcfmancot Inc DA4 Exahus# dent FL17202.1 +97,5197,5 psf 12/10/2025 E. ROOFING 11LES R Btu ra I Tile Villa 900 FL7849.2'7` - FL7849,28 NfA 12/31/2025 Boral Tile Saxony 900 FL7849,18 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200St DMC SV 7 7 FL1 5 9. 1 + /8 0- 1 0 2 '12/ 13 1 025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5075,1 - F 1507 ,2 N/A 12/31/202 All Amenis.an Shutters � Glass Galvanized Steal Storm Panels FL17889.1 NIA 12/31/2022 5 STRUCTURAL TR TURALr COMPONENTS A. WOOD CONNECTORS/ U P Structural Conn, see chart ANCHORS Simpson on Strong -Tie im Ps see c hart B. TRUSS PLATES Components ITW Building la Alpine Truss Plates p FL1 999.1 - FL1 999.4 NIA 12/31/2024 MIT k Industries, Inc. Truss Plates FL2197,1 - F1 2197.5 NIA 12131/2022 E C. ENGINEERED LUMBER Weyerhaeuser LV S L Rim Beard P L LS t � P FL8527,1 - FL8527 5 NA 31 1/202 3 3 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F L 81. 1 Ni A 512 112022 Commercial Concrete Products,Inc.High Lintels, Strength Concrete inlets F L17 4 7 N/A A 512 024 2 Florida Department of Business$ Professional Regulation page,1 of Building Codes and Standards V252D22 Product Approval Application Detail Code Enrlr gyre ,=(g aatnifiliaDate rm version MailuTaeturet Contact E"Ift r&License validated By validated Submitted �BCAbnro"vat Adoravd Status Revision 2020 Thermal.Corporation Steve Jaspersnn Lyndon F. Schmidt, P.E. Ryanl, King P,E._ 07/23r2020 07/122020 07292D20 10MM020 Approved` Category: Exterior Doors {BOO) 843-7528 PE113409 (813) 76T-6555 SU'Catagory: Stinging Exteror Door Assemblies sjosperson0thermabu:oo Gamplrance:Mathad: C-valuation Report from a m Florida Registered Amilractoro Licensed Florida Professional Engineer Quality Assurance Aaordvadfor Use Aoorovedfor.Usa im nact� Dalian. seat �� Ere act Modal. NumberflrName ProductDascilDtltM. .ConlracCEk iretion:Oate in :Ouffiftle a H VI1Z Resistant Press,ate 1 a: Thelma-Tru FiherClassic and Smooth Star Nominal e6ltt39 8 6quoOmpact" Opaque 1 WI&022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswnng1Cutswnng; X configwaton) 2 b. Therma Tru Fiber Ciassic:and Smooth-8tar Nominal e8l &quckimpaoMquot, Opaque 12131120T2 Yes. Yes. Yes WA Composite: Edge Fberglass Single Dpprwith Sldelte(s) (InswnnglQutsveng, XQ, OXar.OXO. configulatiopa) 8 c.Therma- Plbur-ClasswandSmooth-Star' Nam inaI6R#39;8"lrtipadt"Opaque ':121312022 'Yea Yes Yes NIA pos Comite'Edge Fiberglass Double Door vilth or without S ialitas (IrnaaingtOukswMng, XX or OXXO configurations), 4 d.. Thenna•Tru FI'ber-Classic-and Smooth -Star Nomina 18&it59,0&gl.cCI pact&quol;:Opaque 1. V310= Yes Yes Yes NIA Composite Edge Fiberglass angle Door {I rtswringf0utswing, X canfigUration) 5 a. Thermo-Tru Fiber -Crest and Smooth+siar Nomima188 ,impacf&q.# Opaque 12JS112022 Yes. Yes: Yes NfA -- Composite: Edge Fiberglass Single Doorwth Sdene{sj {Inswing/dulswing XO, OX ar OXO configurations) 5 f. Therma=Tru Fiber -Classic and Smonth.Ster Nomfna l 8''0 &quokimpadt&quol Opaque 121312022- 'Yes Yes Yes. N/A COMP-81 Et1ge Fiberglass Double Door With or without aidelitas (lnswirgt{]ual.XX or 0)0"0 confg until 7 g. Tnarm Tm Fiber-Ciassk and Smooth -Star Nominal al, 99quotlmp2&&l Glazed 12/312D72 Yes: Yes Yes WA gompn nOEwe F,lberg)as, sSingle Door (Insfigurafo 8 h.Therma.TruFibarClaasioand Smooth -Star NominatGlazed 12I31121= Yes Yes Yes NIA - Carnal Edge Fiborglass Single Doorx-Atli Sidelte(s} (InsW rigiOutswing, XO, OX or OXO wnfieuratiops) 9 i. Thermal Fiber-CMssiv and Smc oltFStar Nominal.6d)R. ;B "impact" Glazed 12J3112022 -Yes. Yes, Yes N/A Composite. Edge Fiberglass Dou ble Door vAM or without Sldetnes(InsWnq;Outawlog XXor OXXO confguragons): 10 l: Therma-Tiu.Fiber Classic and Smooth -Star Nominal 8&#%,0 &quctlmpadt", Glazed I V3it= Yes Yes. Yes. WA Composite Edge Fiberglass Single Door (I nsvengrg; foute X con5a.agooi 11 k. Thermal Fiber -Classic pod Smoa6Sfar Naming $S;i/ 0 "Gnpaar" Glazed 12/312022 Yes. Yes: Yesi' WA - Compdsiffi;Edga Fiberglass Single Door Wth Sidelitill (IrlawinifiCubtlyll XO, OX or OXO. confi9uratidns) _.. 12 I,Therms-Tru Flber•Clita5lE and SmovthSYar Nonnnal 8~ IsquoklmpacMquat Glazed 121Sif=2 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without- idelites(Inswing7Outaw9ng;)Q( or=0 configuration 13 m, Themla-Tru Flbar-ClassicI hd Smooth -Star Ndmin216&f e8"rmpadt&quof Opaque 12J3112022; Yes Yes Yes NfA Co edgeFlbelglasS Single Door-vrntt "Nhrr-lmpaot" adellte(sj (Insw,ing/Oulsvil XO, OX or OXO col urations) 14 n. Therma-Tru Rher.Cloul and Smooth -Star Nominal fi.' Squot;Impadt&pact Opaque -1213lr2022 Yes Yes Yes NfA Composrte::Erbga.Marglaas Ooubla.Doorviith "Non,lmoaal" S defitas (Insw1ng10utswiN; OXXO configuration) 15 a.Therma-Tru Fi bar Uuaic':ond Smooth -:$tar Nonnnal 88#� p"lmpailadil t; Opaque 17131=22. `Yes Yes Yes NSA Composite Edge Fiberglass Single Door win "Non-trnpad"a a llte(s) Onsweng(Outswing; XO OX or DXO cortfrgtiona) ura 16 ,p. Therms -TN Fiber-Closalc and Smooth -Star Nominal 8&939;pl1111 mpaot" Opaque 121312022 Yes Yes Yes NIA Composite -Edge Flbergiasa Double Door wUh. ",Non-lmpeat" 5ldelites (InswtngrOutsw ing; OXXO configuration) 17 q.Therma.Tru Fi Der-Cizssioand SmoothSFlr Nominal 9&l&quckNon-Implectlil Opaque -12)312022 Yes Yes No NIA Composite Edge Fiberglass Single Door. (InswingfQutewnng; Xaonfigurabort) 18- r, Therma TruF lcerClasl and Smooth -Star Nominal .',8 ":N6n-impacmquot Opaque. I MI12022 '`lea Yes. No NIA Compost# Edge Fiberglass Single Door oath 51161 1111naw"WOutsw)ng; XO, -OX or OXO �nfiguraiions) 19. a Thermal Fiber -Classic and Smooffil Nominal S&ft39;S&quagNon- tin pad8quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglas# Double Daorw ill or without Sldeides (lnSwing;outswing, XXor OXXO conflqurahona) 20 t Thermal Fiber -Classic and SmouthStar Nominal 8&#, ,D "Non Impact&quvt Opaque. I2J31'12022' -Yes Yes- No NIA Coin a Fiberglass le Door Sin Rollie Edge g - g Inswd fouta -X configuration ! re g, 9 I 21 u. Therma-Tru Fiber -Classic and Smooth -Star lint not Nominal8&#VD & Norr lln act& O aq ue q gl q p q 1?J31 r= Yes Year N o a WA Composde Edge Fiberglass Single fk2or with Sidelita(s} (InswinglOutswing. XO, OX or QXO confaufafi l 22 v. The " - Tru Fiber-Classoand Smooth -Sher m-a Npmmal8'0 & uo Norvl ct uot' Opal ll k par 12Y31k2[22 - Yes Yes rib N/A Composte Edge FIt1�'glass Double OoorWin -br Doubts D v»eiout adelites-(InswinglOviswing; )V,w OXXO configurations) 23 -%Thermal Flbor-Chel and Smooth=Star Nominal dBlil 8 &qugtNon-Impact&quvt, Glazed 12J3112022. Yes Yes- No NIA' Composite -Edge Fiberglass Single Door gnawirgK)prawvilg, X Wnlgufdtlbn) 24 X. Themna-Tru Fiber-Claasc and Smooth-Slar Nominal a':8 &quoLNmi-1 illiquot; Glazed 1213112022 Yes Yes No WA Campo bEdge Fiberglass Smgls Door with -Sldel lte(s)(InswinglQutswing XO OXaiOXG1 comfigura'Ntin's) 2.-5 y: Thermo=Tru Flper-ClasslOInd Smooth -Star Nominal 6&939 a&quokfdon-Impact" Glazed 1221C2022 Yes. Yes N4 WA - Composite' Edge Fiberglass Double Door Wth or without Shceldes (InswlrWOUtill XXor-OXXO configuraLonsi 26 a. Tharma:_Tru Flper.Clasaic and Smoafh-Star Nomina188ff39,0&quat Non Impad&qu6'1GI-1dI 12131f2022: Yes Yes No NIA. Composite Edge Flbargias6 Slogle Doar (InswrglOuts el X conf gurabon) 27 za. Therma-Tru Fiber-O asshc and amwtli-Star Nominal 8414WO ilquotlforrlmpad&qua; Glazed 1213112022* -Yes Yas NO NIA Composite -Edge Fibeeghess Single Door With Sidelte(s}{ nswina/Qutswzng XO, OX or configurations) 28 A. Therma-Tru Fiber Classic and Smooth -Star Nominal 8',0 kuct:Non.lmpact&quok:Glued 12131/202P. Yes Yes No N/A Florida Departmerltof Business & Professional Regulation Building Codes and Standards Product Approval Application Mail Page 1 art 1 i320?1 Cede Entity er Gste. a�ta. Gate Pell -Date Jyag Version: Mainifzeturar End— &Uoarrsa VaRriatad& ya0da[etl sueniftsol FBC Aoor'aYal Auaovad Revistdn 2az0 MI W rldoWs and D60P Brent SltAnger. We Roberto Lamas Steven M. Urich, PE irm6l2b'Crf 1ot092020 1041WO20 12il&2020 .Approved CalB9"I'dr Ili?) 365-33oe PE6 Y717) 317-e459 . lDocs subCEy- daa Eztarlor Dom Assemblies bsnungar�tnNla.cgm -- Comipllanca.Method: Eyaluailcn Report rpm a Flonda42ayate(ed Arehth Ara Ucensed Florida Floral Engineer - ¢ggjl(VAseuraree, Approved for Use Approved for Use Imam 119AM $004 PrDlUd Metal. Number or Wine Praduet DascrlIA10 commctexphation:Data. in HvHZ Outside hil It"istant f?rassl f SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOOCXO 12/312024 - No Yes No WA 145-314&g0otXW" NON -REINFORCED. 2 - SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OXXO.XX 12r312024 No Yes No NIA 96&qud ,: 808.qual, NON -REINFORCED 3 ':StRIES420ALLUMINUM SGO REINFORCED-: SERIES 420ALUMINUMMUO ReINFORCEDOl 12,3112024 No Yes. No. N/A. 1453#&quat;x98" 4 6ERIES420ALUMINUM SGO REINFORCED. - SERIES420ALUMIPIUMSGD REINFORCED OX.. 42/312024' No Yes No NYA XO. XX98&4uaiX48&gvo[:. 5 9ERIE,9420ALUMINUM SGQ REINFORCED SERIES 420ALUMINUM SCUD REINFORCED)= 121312g24 No Yes No.. NIA . 143&auotx9$&quol; - Florida Department of Business & Professional_ Regulation Building Codes and Standards Product: Approval Application Detail Pagel eft 1AJ17A2i ' tBraN pr Data Peril Ifs 2 Ve IY!ffi. rslon Manrdaatnret CentadEnalneer & License, Validated 8v YALd5Sr4 Submitted FBC Approval. Asp coed Approved Slatr Rv lqn 2020 Wayne-Dafton;;adlvtsion of pvamaod Door Dwayne Na-nlsh .lahnE Scales. J.yreyP Arneson', 0B. 1DI12D20 69RQ12020 100MD20 12M512020 Approed: :Corporation (330)763.8121' PE-51737 (904)821-5200 Category- Exterior Dpws dkomishQwayne-daltcn.c SuliCalegory: Sedlaral ExteriM Door Aasrrr4liles am Campnarxa:Mathrui Evaluatim Report from.: FlaildtaReOistel'edArrhitact Ora Lioensad Flo)lds Proiessianal Engineer .Pili8i4&af'0'PrI - - - Oualily Assurance A[travad for Use Approved for Use hnoa<i. seag Product Model, Numbermr Naive Product Description CordractEznlrq(I(in t7ate In Witt Outside NVXZ RelensiH Pressure 3 80001890083b0q 105 9&if39-Molu-I h 14&AM;-M-herght.G1azing 121 IRM3. No Yes Yes +31 t0 thS.00 avellal in top or Intermediate sn. 10 WN/810018200t1123 188R39. Max wldm 198rY39 Max h Ight Glazing 12131i2023. No Yes Yes: +30.00/-33:60 liveIftto in top w Inteimedlata 9adIan 11 8000ililU a2DD#1124 168f149; Mel Minh. 148439: Max height. Glazing I=ItZ023: No Yes Yes +3440F38,30 avallableirttop or Intennsew. $ettlon, Florida Department of Business & Professional Regulation Pea. 1 of Building Codes and Standards. IN2021 Product Approval Application Detail Code Entry or Date Data Date Peril Data Was Version Manuracturar contaej, Enoineer& Llaenae Validated 8y YaBtla[ed submitted FBC A,na l Anaroy¢d .Status fi lslen zozo j,rOrdGA glviaicn ' Inc: ettey ULLI-G' Troy Bishop F.E, 12M01202D 12r01202D 1221F207 oAld 0 Appr. Categg01,11 F-Xtedar Doors 1 pint 54)54T-086D Subdategory, E%tedaTDogr'Cornponents tam retley�essaeglaf-co Compliance Memotf Cerliffel ion Mark or Laming m r QualltvAssurartca Aobrowdtor Use AnlrovadforUss Ct Deslan Sea:A. P1, l Mad,i Numb"IL Nama Product Discretion C pined Exmnbcn Date. In HVHZ octal mvwz R"Itt am Pressure 1 607. 707, 727, 747, 757'7T.r, and 84r Bit le end Pairs of Flush, Glazed. and Lauvereo single and Mi. of 125121123' Yes Yes Yes WA Doors hdloe,metal doors. - Florida Department of Business & Professional Regulation Paget ere Building Codes and Standards I r o2i Product Approval Application Detail Cad! MA - Date rate Date Feuding D#e 21M Yersrmr Manufacture, caul r fill er & License Yalitlated Bnr validated. Submitted FBC Amnal Aug vgQ :Status. Revision 2D20 :MI Ndndtomsend Dgas Brent Shchrger, American Ardutedural at even M. Until FIE 11A7i2020 11li?l2020 1112W2020 Approved canKory.'Y'll i717)365-330.d Manuraoturm, Acsacietlon t7lr)317.8454: Subcategory: Single Hung hsitlihgevemharl.com C"Wines Method: Cludiall Mark a:Usting :Quality Assurance Aporafor Ude- Aooravadnir Use based. Deal 8-9 Product Model. Number,,orXame PradUet DeslrlDnon coral l24reicri Date MHYHZ Outside t-tVFt2 Resistant Preswre. 2. 185 SH 52X72 F1h&lpn9e Frame IG)SG 61ngk Hung . 101082023' No Yes. No.. 4w-so:. Laminated Glass N N N O� U N Q. O ,emts a. ^^11 `113 0 O 0 O � = O — W O O C13 LL 0 _ CU > U) .N E O O t--0—WQ CIO 4i }+ Q Z Z W J 0 o �— CD L to !� s t ,y ll r t% CL -0 a, J 03 0 O :3 U _ >• Lu Lu (n L. QD E W z _ L CL 0 Q 1 O L W L)CL m H O Ce CC LU W z J z Q J SHEET NO, PA 1'0. Florida Department of'Businill & Professional Regulation Building;. Codes and Standards Product Approval Application Detail Page sbr:9" 106MV22 Code, Enid, 2ft Date Date Pendlnd 2111 TV- Version Manufacturer Contact Enalneer&Ucanse Validated B Validated. Submitted FBCAnororal. Approved status Revision 2020 Tharma-Tru Corporation Steve .ilarson Lyndon F. Sohrnl RE J. King-, P.E. 1=712_021 OWIWM1 10W21 12115'. 2021 Apptmw.ed Category' ry: rtarvrpoos t8 643-72PF-434CO 81n (� 767.85 Subcategory:"ralling Exterior Door Assomblies ejaspersonothafmatru.co - Cam PllanceMethod Evaluation Report from a m Florida Registered Architect ora Licensed. Florida Professional Engineer ems{ Fi'Urcaucts, Quality Assurance ACprovedfor Use Approved for Use Impact Desian Sea# Product Model, Numberor Name Product Description Contract Exolratlon Date In HVHZ Outside HVHZ Resistant Pressure. 1 a. Therma-Tru Fiber -Classic and S,m Toth -Star Nominal 8 ill ",Nen-Impact" Opaque Composite Edge Fiberglass Single Door 12/3112022 No: Yes No. N/A. 2' 'b. Thermal Fiber-Clasxlo and Smooth -Star (Insv ingiOutsymp 'X configuration) Nominal S;r,#39i8 >bt;l4oni il,ot" Opaque Composite Edge Fiberglass Single Door with 12131/2022 No Yes No NIA,. 3 a Tnerma-Tru Fiber.Classleond Smooth -Star - S,idellte(s)(InsWA g/OutoWng;XO C1Xor{)XD conf gumtons) Nominal 6'8 &qucF Non-Irrpact&quat, Opaque Fiberglass Composite Edge Double door VAth or *or 0)0X0 12J3112022 No. Yes NO NIA 4 d. Therml Fiber-Clil and Smooth -Star without Sideline (InsvingJOutswing• configurations) Nominal 78r#39;0 &quok Non-Irrpactliquak'Opaque Composite Edge Fberg lass -. Single 'Door 1 V3112022 No. Yes No WA 5 e.. Therma-TN Rber-Classicand:Smooth-Star (I nsv4ng/OubwWrig; X configuration) Nominal 7S4t39.0" Non-impactill Opaque Composite Edge Fiberglass Single DOgr W6 1213112022 No: Yes NO N/A 6 t,Themlel Flber-Classic and SmOih-SYer Sidelite(6) (IgsyAnWOubsvin9; XO OX or QXO gpnbgurahona) Nominal 88AI"Non-Impact&quct.Opaque Composite Edge Rberglaes Single Door 12/31Y2022 No Yes No NIA. 7 g. Thormi of Fiber -Classic and:6irwoth-Star oftsveng/Outia fig; X configuration) Nominal idwo;o&qu t,Npn-tnp;sd&. rofi Covell aornpoetize Edge Fibwilimaingle Door With 12131=2 No.. Yes No WA 8 h. Therml Fiber-Ciasalo airdSmooth-Srar Sldelne(e) QnsW it gl0utsgring; XO, OX or QXO conligurat onxj Nominal'8'0",Non-Impact". Opaque 'CompoPlta Edge Fiberglass Double Door Wth or to " 12131J2W2 No Yes No N/A 0 i.Therms-Tru Finer-Classroand Smooth -Star without a 1 a swm IO a . XXO Sid lee (In g utsAAng,XX t0 c'configurations). . Nominal SUW8ApuotNon-lmpaot",Gazed Composite Edge Fiberglass Smote Dour 1213112022 No Yes No N/A 10 - J. Thermal Fib9r-Classic and Smooth-SCar .. - (IhsWhp/Out5wim; i(contigumtidn) NomhYalblk0a;8, kubkNan-imjogbt&quat,G1*cI .Coon oslte Edge Berl 'Sin anon vvith. R a4s 1 P h _g Insw(n 70ufsudn )CO3 O%O 12J3.1d2022 N3;, Yes No; `N/fl 11 kTherml Fiber -Classic and.Smwotiter SldaMe a Ina ; OX'o S1t.. g g configurations) _ Nominal B'88quothional mpactill Glazed Composite Edge Fiberglass Double Duorwith or 12MIQ022 No Yes No WA 12 L Therma-Tru Fiber -Classic and:Sn'ioothi Star Without Sideltbes Qrisaing/OwlaWmg' Xkor OXXO configuratlons)- Nominal 7'0"Non-1 mpadBgLaK Glazed Composite Edge Fiberglass. Single Door 12/3112022 No. Yes No: NA 13 m. Themra-Tru Fiber-Classicand .Smooth -Bier (Irrswing?Outel X oonfigualil Nominal 7&48g;0&quokNan-Impe,MgL%* Glazed Composite Edge Fibergla eSingle:Doorwith Sidelde(s) 12air. 22 No Yes No NA 14 n, Thermal Flow-CFasslo and Smooth -Star (Inereirg/Outxwing, YOi OX or.CXC configurad6rd) Nomhal811.0ad"NtlmpaG8quot;. Glazed 'Composite Edge Fiberglass Sing to Door 12J31J2022 No Yes No NIA 15 0. Thermal Fiber,Cna to and:Smooth-Sian (InsMngf0utswing; X configuration) Nominal MWID dquotNan-lmpactdquof; Glazed Composite Edge Fiberglass Single Doorveith - OXO 1201 J2022 No. Yes No. NA 18 p. Thermal Flber•.Classfcand'Simcath-Star Sidelte(sl it s, ing/Outawnng,-iGO OXeor configurations) :Nominal B'0&quat;Non-lmpac*uot Glazed Composite Edge Fiberglass Double d,W oath or 12/3112022 No Yes No NIA 17 q. Therml Fiber -Classic -if 6mogth-Star Yvthout Sidel(tes 0swindfoutsrying„Xk-00*0 contigurations) Nominal 8&#Sg:881qubtNon-Impavt&qual; Opaque Composite Edge Fiberglass Sing lalioor.Wth 1251/2022 No Yes No 'NJA.. 18 r. Therms Tru Fiber -Classic and Smooth -Star TTansom(Inssiing/Outawing Cs Odrifigurationj Nominal Still &quokNon Impact" Opaque Composite Edge Fiberglass Singh Doo, Wth 1213V2022 No Yes No NIA 19 a Therml Fitel and Smooth -Star Siderte(s) and Transom(Insaii;gb.t.4ng 01X0; O10X or OtOXO.confIguradcns) Nominal 8&#�g:BMuogNgn-lmpacl&qu4,Opaque Composite Edge Fiberglass Single Door W th 12131/2022 No Yes No WA 20 LTherma-Tru Fiber-Classicand Smooth -Star Siddde(s) (InavRn9/O4bsWrly XO, OX o OXO Continuous Head and Sill conilguratlons) Nominal t3ill"ilon-imlpact&griot Opaque Composite Ede Fiber Was Single, Doorawth t 9 9 ' 12131/2022 No Yea No N/A 2 1 0. Thermal a Rear -Classic. -amp, t ' h-Star U. Smoot..... Sidelite t nswin utsvd '-XO, DX or Continuous and Sill '. ... ' configurations)' - .;: __. Npminaf 88dk19r8&gix:tNon inpac�,quot Glued Composite Edge Fiberglass Single Door uAfh cialite(s) 31.. 121 R022 "o: N Y es No NIA 22 v,Themla-TruFiber-Classic and Smooth -titer - - S (IjnsWnq?0utkl XO, OX o OXO Cpntnuous Head and Sill configurations) Nominetl8&#SJ0&quogNon-Impact":Glazed Composite Edge Fibergiass:Single,Door With. 12/31/2022 No ... Yes NO N/A 23 wTherma-Tru Elber-Ciassa and Smooth -Star Sldejh,l QnaiMnglQUtaWl XO OX or OXO Continuous Head and SIII configurations) Nominal &IIII $8" NonJmpad", Opaque Composite Edge Fittsofglaee DQcr PenelsvAth Vented IV33/2022 No Yea Na NIA. 24 k: Thermal Fihe'r-Claseic,and SbmothSter Sidel le(s) or evvingroutaWingr. Xxr 2GtX Or;X7(2;X' swibgurationsj Nominal 8&"Q;0 &quilt,Nan-impect"' opaque Composite Edge Fiberglass Doer Pa,r lavalh Vented 1=219112022 No Yes No NIA 20 y. Therms Tru Finer-Casslcand'Smooth-SYar Sidelte(s) (I.nswingJOualwing;.X)( XXX or X>= Nominal 6'8&qu#Nan-1mpact&quak Glazed Composite Edge Fearglasa Door Panels vAgi Vented X)= 12t31/2022 No Yes No NIA- 26 zThemra-Tru Flow-Ciassrcand Smcoth-Star , Sidelie(s) (InsWriglOutsrNina XX-XxXor configurations) Nominal ft09;l)9quot;Non-lhpact"`Glazed Composite Edge Fiberglass Door Paftals.v" Vented 12131/2022 No Yes No NIA 27 za, Therml Fiber-aassicand Smooth -Star Sidelfil Qna+MnglOorbe g; XX- XXXor XXXX- configurations) Nominal 6&*M:8&quct;Non-Impact"'Ghl om osite Et a Fiber lass ft a Door wkh.3ill Sidelie(s) XO,.CX CXO 12131IM22 No Yes No WA 26 zb. TFierm9-Tru Fiber -Classic Arid Smoom-Slay Qn ngJOutesvaiZq; oF mltn utatkns g ) Nominal e&ih99;8 &goof Noa-lrnpacl&quoEf4laied, Composite E � e Fiber "Dea le DoorwltH .rig. g 12131/2022 `Ala Yes NO NIA 2 9 z&?harms-Tru ibpr-CI slit hSmootk+ 'r F.,. a ad Stu 3 0 Idelite nsWln JOutsvim OM ', S s g 8 g nF co urado n I 8 39.0 uo Glazed Nvmeat &# aquot,Nan-Impasi&q 1nGq d Composite Edge Fiberglass Single Door WitiiW& 2J311- 22 1 20 0;0. No Y' ea No N/A 30 zd.ThermlFi be_r-Glassioand:Smooth-Star Side lite(sy Qna+MngKtutemfng;;)CO, OX or OXO configurations)' Nominal ura 8':0& uotNonn-Ion a , Glazed . ed Coon Psite Edge Fiberglass Double Door with 11i No - Yes No NA 31 z-e: Therm -Ter F oinsrc er-Clasand;Sntooth-Bier 3'0 Sidelites (InsrAngtOutswing; OXY<r3: configuration) tNonma178u13B:0 "Non-lmpact>lgt;;5noker 12fi172022 No Yes No NIA.: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail' P. M1 irrp2lwl g entm or Date ale DPendlnel 004 YYM Varsarsipn ManuPaclurer Contact EE;ainaer &I}eanss Yaildaed By valldalaa submittal .FBC Aanroyal Aporovaa tors: silo. 202 ReN n 0 Alpine, N1 ^ u Is 5t ad eN L Ey to lion Service LLC Will M Ranieri: PE ICC a a _,e - 1' . 020 1013t/202A 0222 l 1s0W 0 0 1 52 z - 1 1fil z0 " odes Appr .. ' ICgnponen5s 21 7 0.39 � - IS..) 1 7T _. 40768i-ta17 ( i SubCategOrY.-KTtNsc Plates ' slmNsaelpheitwoom ComplianoertBethod: HValuanal Report from Product Evaluation Enf - P tY - - riattzer O,VeOLe:, Quality Assurance. 8w Adf.ib- Angelical for Use moavt .for SeoA Product Model taaitder cis Nariffi P Pro duet Descrlo0on. C lo..__ ormact PfxWrat opal e N r:- Ot"*HYriZ +J� ReR slsgl Pressure Pr i I BCG/ 'i1e fti he Sloan : H &non '-3 Tw a gin ( p, ) Aha g Metal Corrector Pisa 1202 1213 4 Y ea Yes NIA N/A 2 ITVd liCGlAlplrre FBnge Plata - Metal Corneal r5ate 121312024 Yes- Yes NIA N/A 3 MN BUG/Alpi re Trulmr Metal Comrector plate 1213ItZON Yes Yee WA WA 4 rrW DOWAlpfi a We- Metal Connector plate I V31120Z4 Vas Yes NIA NIA N ty N Ca 40 -11 Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation II of Florida Department of 8usmess & Professional Regulation Il1 orz � U Building Codes and -:Standards Ier2unl Building Codes and Standards Iwop1 Building Codes and Standards ifs Z141 O -1--+ Product Approval ApplloaUon Detail' ProductApproital Application Detail ProductApproval Application Detail L v Q o 0 = CU -0 1..1... - _ v49.@ Ir or [dais &&S@ _. Date Paidalnp S .. rs4dii EnpN ur:. � � .P@° L�fOH' rat Code Vol Manufacturer P.nto, or CfYN3d. Enalnsar811rAosa Validated By � ... Care Panelnn ed Submitted AuolOval d 1 � � Dal � ��a /�� (i' Nti.. Version Mailufacmre e .Validated Contact Elhomeera Ucensa yralWa dev : e submitted -" 6CAndmyar Validated he P rD ed- ;tau v 81 atus a IYJ= Y2®19D. ManU(aaurar Contact Enyina6r.&Lkarrsa V�tlatel BV YBgdazbrt S1rWnlifad. FBC AIiprnval ggg�yp1 :6[atus: EKE �� Steven 11/22J20M 112&20M � U W }a � W �� Affirmation 2D20 varks - - Jens Roson-dd N6emr-Oetle MOO 11/0572020 1ih7512020 11f1112020 Approved ReNsiun 2020 - oWindowor%si7)3im0gtt Brent. a tea .Steve h E M. seam-A.-_nrel nMUrIc .P 10M 20 1Q'062 2D a120 4 1WEV2020 ... oyes RaMslbm 2020 MI WInAays aad Doors Calls":Wtrro- &eon Winter American Antrileclursi Ni. l itch, PE C7171385-33W Manufalurers Association :(7M 317-8454 1122J2020 Apprgvod . - Caltra Category:. lhtndoas, (766)3iii-2a000-VAL (941)486.Oi0n (784).3t5.258g- care� Ce¢egory: Windows 17171389.33e0 MnnuackrersAssocretiwli (717)317•ra454 lastngeraninrd-coil Subcategory: Fond beiaRrgergImlwosom (D 0 subceagart^, Single Hal lroeotaildligpondustri c 611boatd9l 11017001al51fider Compliance Method Certlgceton Mark a LIST r.vnmllencx Method. CerUficativn-kffidra LWa1g Cia"llarlm Menace Cedircefice nark ortisbhg om M -- 3 -.... - :: O L� .._._ -.. , _ -:.: -_ +:.ida298#�Firodrets, ,.. _. :..,. , ., _,_. -.. - _ :-. : .- :... 535f.AHPeoduats .. '', ,.. _ ,. , - ,:; . , _, . , - -- __ _ _n : ,.- - . , fi'r334$:RfaPrortaeta -. , _. _-._ - '_ , _; __ - •- _... - - - � - ,< , � /'� L O Ir- - 11pazIN Assurance AmrovedforUse A mroved far Use �tP�ft P4Fl9n d Iry Aset rants Ammvedfor U. a eyed forUsa 8r17r lmg9gt 1�1 YL Soo'# :Product Model Nurltber or Name al Assurance Product Description, Control Expirazlm Date A®r avedf ..rise. Approved fnx.Use "knh�-. outside HVHZ JggalsLa� Ohm PlvductModer. Numhar w.Name Prpduot Dasaiokn :s r9d: Exarakp Cola. .set In NVH Z wesatDHVHz R eshiank Ets� +`7. e�E PreduCtMOdeI, NUltlberer.Nanfe PrgtleCT D2aaPotbn Cosiest E%olretld[DNB )n HVHL, DiIFSWa:HVH2. . $ggig120S re O 2 5 00 to a Mh:alean SH l (I rg _ .. p@At) V n le '- ar 07r3d2025: _hn4 a g li Hand ,. _ .. Yes Yes. Yos t11A .sou#; 1 - HS in FIn and Flange Frame 0 73x62 Insulated Glass 2118n024 N'o; Yes No +5557-65 _ f 1S5'PW 73 x;721naUatad.CrJasa OdR)3J2023 No Yes hk #50660. = j O `M O I L i- -0 .EZ ``� ^ v/ Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail. real or iflf d2i oft snal w.. 2" 2,11 data Pendrno 2m Typg. Version' Manufacturer 'contact Ennt.-A,:License Validated By Valntaidd.. Submitted -FBC Addrovaf A,,, - ,I status Aitmnafipn 2029 PGTlnduvtriesr Jena^R' MlamuMdBCCO-CER MismuD9de9CCD-VAL pearill e . N .,. _ IIM 020 1Vo D20 . �., '11lIW 20' �..-. tared App _.. catogery:. VMno-lis; (0411486-0100. 1 (7613) 315;25g0. gunCetagary: Flied lrosoHsklpgllndusMas:p CurlMail CgrtifinaGDn foalIcr swing am k fat dDdts, - �F1"� duettyAsaumeta AbvrovedfaUs, Apan-riforilse. jogy9i:iDeal 4-0' ProduclModal. Number or Name Cord=( EiViratiohlol 'mV" ofide'HVH. assistantpmure : 5 PW-4820{Large Miaa Impact) VnpFeOrndocp 04altA0.5 Yee Yes Yea N1A Florida Department of Business & Professional Regulation Building Codes -and.Standards Product Approval Application Detall Peg. i &I T5=1 Florida Department of Business & Professional Regulation Buildi ng Codes and Standards Product Approval Application Detail Pas.1 at 1152021 Cosa Entity ar gata far nate Paml ,gig code 2" Data :Dato Pbldina um -TWA Vemon Manufacture 'Comac'Fnainear&udense Validated VadM:ea3u-hm"iNetl FBC-Apom. AbdmSlu ]yVersion laantdacmrer Contact Escheat & upon" Valldil By �$i�t¢Ld FBCAppray. BCgCgYief mat -" ,. -'nDoors Rewaron '2020 MI Windayse d Rre r. tan'er L rs L as' E :Steven M. Udc PE n M g.. u R am .P h. 1 D 10N87202p 0108r1.20- 1 ta2020 ' d 01 1211512020 Mprwe. Ainvt.' ' GT A top "20 P Industries. � 20 Jena Rnsgvhkl lvermi-Cade BCCO-CER' nBaml-GadeB=0<VAL - _ rt752 20 rb5r20 11 0 1'i. 420 .._ 11112020 rgred 11 P... M Caesday::Vi'Indows; (717) 365-3300. :PE62514 - G17) 317.8494 CdtaUay: }Mhdov% (841) 486-0100. (784)3f 5 2590 suoCstegory;:Mullions baklingarannW com - sunCarbppry: Mull lrosowsklMpganoustoll Compliance: Method: Evaluation ROV Mvh1 a:. GQmalanca M4ta6d: CerNficaflon Hark or Udtiisg om' d i :orased Fl o a. Florida arena Arah test Licensed o d P pgl.. _ _. _+:_... ;... , ...r. ,.. ,.:.. -..., , , .. ,..,.., ,,,,, ., -;', .>r, , ..:.:. ... ,:, r::nr , . - „ , .. , ,t. , ., ,, ,. „ . : ., „r, ,,, E-b. n er Professionala SA .,F.ck2G3;# .riraduets-: .... ,. ,. , „. 11 _„u T. , ,. ,,: , .. ,. ,.. ._. _... ', - ,_._ ...- ..- ..:. -: :. ., ,. -. :- .,,,�... w ,_,. , 'r*. ' ..,. x ^ :: .:: ,: „- ± .,. .. :- .: ,... .... .. ..... ,. .`., ':.: ,. ":,, , : . ....... ,_. ...._ , ', , .,' Quality Assurance Ammvad for Use .Room for se Imped Ceske :Ri'$7643"3.R5AYaddhlS ,,:., -�..:. ... " -' + : .., = `. „ a . _. .. , „T _ , ,_,. ,.: :.: .^`%=.'. -., -!' 'ma's. ,< .:r. -. , :r ., " :, ' ,. , ,. Sao Product Model Number orName- n. Product DespHmlon Contract Exolrallon Cate :Outside'H:. 2 VH InlWh2.lat"b Pt Pressure. dufflWAsauranca- Amrovedforuso- Arroyos for use impact Dower i- MuBlons{or(MLDoors andiNndoes Aluminum NaNuns' 052812026 Yes Yes Yes, WA aapi Product Made. Number or Name product Daserktron Cat tract Exdbadml Oao in KVRZ- Oulsido HIM Ileslawn PNssura 2' 5744 Vertical Aluminum Mullion 12/311202i No Yee: Yes N/A Florida Department of Business & Professional Regulation page t w1 Florida Department of Business & Professional Regulation Page 2'or2 Building Codes and Strrldards ... _. iffl=1-. But ldingCodesiandStanires. 'IQRMzl Product Approval Appiication Detail Product Approval Application detail olmonalmommagam emdvsr 22I Plat:_ 0*4 Fending. am Pat Coe, o'. :,fig Dallas Data Fasciae = .Cola 1. Version alanufadtuiair: f.antaot Erairaw&ucenee Yafdattid IN Validated Submitted FBC'Aunruval Approved .talus. TCAP Marston Manufeoturor Collies Ral&LleanSO: Yalidatetl'8a Validated. submitted F ICAdoroyal. Awryad §utgj; ... Revision 2020 James Hardie WIldrg.Rroducts. Ina _ .. Chad Dlefckf V. Andrew Tan JWrn Squthard,P•E, 01/05/2021 i2/i4/2020 011OW021 :ding FBC Appri Retnsion 2020 AI91de. Nlek Thompson L don P. Smlmkx P.E:: A nJ,.King,P.E P Yin i'a 02n52021 A7115r2021 p2)Z2rY021 04/132011 Approved CaleQdrY: panel Wells- f"M 545_8335' PE61e02 (m).367-252a Category: Panel Wells- 'IaIlo)a22-2389 PE--43409 <519) 767SS55 SUbCa[agmy: Siding cehad.dkreka�lameahal _ - suboale nlhartpson elaide.mm @ Compliance Method: Evaluation Report koraa Horn nea Method: Compllanu 0.A.eHlod: Evauaim Report froma Forld.Ragistered Architect ora Ucansee Fia tla Flodde ReglsterardArchteetora Licensed'FI.Ada - Professional E.gh- Professional Engineer FLSASi'82+t!el ': duds - .iEP - �_�7 - - - ._.. = - _ - - .. Eivalty Assurance Apmo vedforUse Amoved for Use 1mP3fI e - - _-- (III Assunaee. A ocroedfor Use _9 A.-dfall IJn¢sgl. ' BAD 8049 Ill Madel. Number orrame. Product DnCrWon Contract E61 ationlol Ill K, yz. :Outside litl Resistant pressure soodf Produet Modal; NumbarorName Product 0-Nation cmraract emina lm Data in HVHZ. Ou lda HIA Z Roslararlt. Pressuro 1 Cempill II Siding -fiber-cement lap sidhig 12J31)2023 Yes, Yes NIA WA 1 a: &quct2T&qu6t. Som Vent or Solo Vinyl Sol 1213i2023 Noyes No NIA 2 Hardl.olank Lap Siding fiber -cement lap ell 12/3112023 YEA Yes.. N/A NIA 2 L, &auct Alll.r c 74&rl 8.15i V.I., Sold Mal Surat 12312023 Na:: Yes No WA 3. c,".Greentidar Vintage BeaGed, Soft. Vent or Sdici Vinyl With 12131t2023'. No Fes No: NIA 4 d. &quck:D58l Seat Vahl Or Sole Vinyl Soffit. 1231202a. NO Yea No NTA 5' e: & uct,CharlBr.Oak spier 9 dsiud. nt SdI 2131 26. Va ar d d I Disc 1 Y20 VInY S N. Yes: -Ala N/A S f:&qudlSuper Seen&qua6 Soffit; Vent or Will Vmyl Soffit iVSI1 24�- No Yes. No NIA Florida Department of Business &Professional Regulation BtngSngCodesandStandards Product Appr 3vatAppgDation Detail Pag.l,rrl III Florida Dopertrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pal aft iftfi'1321 Code Entn�r ,. -. 21112 ,IDal -.. Data Pen IAM )d^. _ Coe entity or Vele o - Date P,jandna JQU TrueYaroo Manufacturer cartedEndneer&ldensValidated al Validatedi subraittied FBL'Aurroval Approved ts. v�ap, ymaetio ,Correct"t,. EnvB Llcansa Validated Be Validated i f Pgtl'P.Y89 J3iiS ...t Ravnalon 2 TAMKo'. LLC KnnY E24A Robert Nieiriinen dvhn W,Knxavlah, PE 7O/OA/Z02t1 Q9292a2D 101122020 _ 121152020 � App rated Revises 2 20 n A - L.V.Lm Inc dba:Thdni son NelNtechrra sumps p � � � ;l R. :Stave MUrich E Ton Christm n Z R last . n . P Y 6 phony 9117/020 09/1. A26 p 2. 6r2 ounn020 1211lr2020 +WP 'roved - .A20 ' FeeinPYotlugta C�tegorY Raaln9 � � /4171624'664A PE-59189 f054)77Z-6224 Metals CpmPanY fTAMCDI 3� �._.9. & 40Z1 ir1 31T8 54 i81 f248 45 P 7.. ,,,. T) 4 SuhC ie . U aria ma a gprr y nts kern atla - temko.no _ d m � Cal Cara o : Roofin ry g ton omotel-fin .tom y�G. g klamod Evetmlar h h"oM'a p :.CD @96 rt 6thaterean- UbC to R fin ep o e a n A $ p g Uiesne Rad4a Registered Architect ora LieansedFlarde Poll Integral Part tithe Rpaing System Cam II ceMahod: 4aluaUm Ra 'koma. an p E Pcoresaienel Engineer ans Florida Registered Architect ana tensed Florida a U PP�i232&s-'Frodud3 C11 Professional Ineer P En9 -- ... QmlitvAssurance.. _ AooroveJlf-chi. AomroyW ruse hoof t :-. 0esmn., F1/dsaltwRsi3r``pituota,,<, . ., ,., - �: -.. ",. - : „ ':: , `.' '. , ..... _ ., .1: ... s ProductModel. NumeeimNanls- Prgdu Des o on ct cd B atLGD- Hvl,z' J3_41r]� �,,g-2Lc', GurMltv.AssUrance. Armmvatl for Use .: , Armraved far Use Y➢2Sf! BS>figL. I TAMKO Roof Underayments(HVHZ) Roofundailaymenis foruse In Fl3C HVHZ OWW023' Yes No NIA WA S.-Ar Product Modal. Numberr ur Name Prppuvt Dasulutlan Cont ... tEmbakn Date --1, HVHZ Outside"I Realstafl Pressure pals®cdons. 1 TAMCO FIac Top Ofl-Rldge Vol *0 Daft Tile 26 VA. Aldo r"I'ventllatorvAth bef6e 0910W2026 Yes- Yes NIA WA 2 TAMKO Roos Ouldarlayments liNOt144VHZ):. lloofundada}metlts for -a In FBC.na,-HClHZ 0629QU23 No Yes N1A WA 2 TAMCO GooveneckVera 26 VA. 09I092026 No Yea NIA 1W-52.5 lurisdalans. 3 TAMCO Ofillidge Roof Vent with &atre 26 ga. static roofvartle wwith integrated baffle - 091ma26 Yes Yes NIA WA 4' TAMCO Round Top Off -Ridge Writ WM Safsefor Tic 26 VA. state rwi'ventlator with bal 09l0912026 Yea Yes WA WA Florida Department of Business & Professional Regulation vi1 ol'b Florida [)apartment of Business & Professional_ Regulation page I of Building Godes�andStandards im2an Buiidlnq odes•andStandards in5022= Product Approval Application Detail. Product Approval; Application Detail PawN or. Date We Dziu Pearl Iola Code Entity = Date Uate Date Pardo ng Date Sig• yarshet Manufacturer Enoke Ur nse. Whisked By #�I � Submitted FBC-A®meat A.a lea Sous MMI Version Manuf aural Contact Enaineer&Licensa Validated Validated Sulam FBC Approval Approved stateg Ravisioi 2D20 eorst RboMg Andersen Rabki IAPIaO Unirom+Evaprptiar GaryW: Walker 11I0312020 91ro22020 11R>5/3020 Aidwo+aa. Revision 2020 Global Protection ProtlUdffi; LLG. Tim Robinson Walter A-liW3Jr-, P-E. John W..KnezavlDM1, PE 1081202(l. ot71om. t791pB12020 09 1 W . 1211512020 Approved Appt Category: Rooing (801)380-SMI Services LLD, (2o5)05"160. Category -Shutters (9$4)t1S&7545 PE-44187-(054)772-52224 X1%, suacetagarq_ Real Tiles RobinPnoelSorigborel.ac SubCategory Storm Panels binson®gppentcom compliance Mehod: Elraualien Report fil m Cemptimes Method: Evaluation Report from a- Pmduet Evaluation Ently Florida Registered Archieetora Licensed Florida 6'kr&4.tSta Prdd ate ' ., ,-. ,. ..' : '. ,: ,'. ._, - „` Profasawnal Engineer GuAlRUAssuraace Aber edrorusn: ei Aoor ed for Use. qv IigP.t�+. Bsn lk ;_ , -- ...., :. ;:. _ ,.". _ , ,'__' .`, . > - �. i-,..._:, .,,. ,. s4a J) P uct Modal Numb nr. tla rod oduatl cHotfon. fort Ex toil Dotes. 0 C art fit HVH £ DutaYe HVHZ Ra%IaaN �_ Quality Assurance Approval Use A roved for Use �. peck i ile�sn 76' Saxony -Shake State Cbuniryfile[e spit Old Engfr9h: Fle[:Pronle Denver, CO 121912020' No Vas N7A 'NIA Sap 7f Product Model.Number or Name contract E o to in HV Dutsltla HVH2 Product DBacrlptkn OnV t %pirati nDa HZ Raslstan �� pressure Thatch damp Imp a 1 20 Gaga Galvanized Steel Storm Paneis/IiVIiZ Corrugated GaHanlzed Steel Storm Panels retained 1213112022 Yea Yes Yes NA 17': swonyso0 $rota Shake& split Shake- Flat Profile Stockton, CA 12J31202o No. Yes NIA NIA or not bytraoks to provide hurneane protection: ta: 'Sexony600•Slatemp; Shake&aSpiShaka, FlaProrle -Roll CA 121312021) No Yes: NIA -WA 2 '2d-GageGaivanli6§teelStormPanelsiNHUHZ Corrugated Galvanized: Steel Storm Panelaretairied- 4213112022 NO Yes Yes NIA. I Saxony 700- Shake, 91ateAsnal 5pld Shake- Mat Profile Stockton, CA 12J312020 No Yes 'NIA N/A or not by tracks to provide hurricane protaCtlon: 20 27' Saxony 700-Snake, Slate:6.mp: Spllt Shake:.. Tel.. Espana 113.-Ion. FlatProfile-Rlako, CA 12l312020 Mgh Prplle- Katy, TX 121312e20 No N. Yes Yea. NIA NIA WA WA . 28 Villa Low Profle - Katy. TX 12/9t2D20 No Yes NIA' N/A Florida Dopertinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail_ pall of frr=I _. g"4Q Fil aY. Mgto Da[a pending IQd4 Tom, I-s Y9ralpn Menufactiursr contact'., EnUftu la & Loans e Yautlaled r3Y Validated SUbmrnetl F15C Amoral Allpiom Status.. Revision 2.o2p Commercial Cglcrota ProduasJnc,. R." e� :dal A.- Benadr JdnH '. apen.olNl Bum 4r -..9 Hoy '1.2i1S120 Z0 121i6/2A29 _ 02o 12292 0 -... i F C'A. ding D Apl?n. ,..._ u l '- Car o .6h-uct n C onems log Wnp . R 8 3 e a-370 E-34245 `- 352>Sial1 1 7 p ( _ ( ) 5 - BubCategory: Produols lnf(gduipgd asaR®salt oF- Praceslgator@yehoo,com' N arc Te4-hnol o9Y Compliance'Malotl:Evaluation Report saDhn a- Fiords Rs9 Isteci era L redArchlteicensed-Fiodda Professional Engineer - FtY17r'4:NeFYoAidrs ^ .. _ ,. .... OualiN Asiiyanye A onravedfoetrse Amrntiadfm Uss _ - ,..- Imbed ! seas Product McMeL NlaritreraNama contract Excitation Date Product Oescrlotlon r R Ili H - � QutMrk HVHZ suns L�41ri�1i ts3rrs 1 Quality Precast or Corrmlercia Concrete Products Precast and preaiessedConereta l is 051252024 No Yes NIA NIA Florida Depa"rit of Business'& Professional Regulation Building Codes and Standards Product Approval Application Detail Page l dfl waoo l Florida Department of Busaless & Professional Regulation Building Codes and Standards Product Approval Application Detail. Pagel aft: Al Qua rriav cot' 2a@t Oct. .pare Faml .[We Cc& ids Cato at Dee peddling _Qd&. ryge: Verston Marwfaelurer CoI. Eridnor&License. Validated By Validated 'Submitted PBC Approval Approve Status Ties Verson Mallumct Contact EnNne Jess. Validated By Validated submitted FSC Approval Approve Revision "2029 CAST-CRIETEUS&I-LC Craig Peirtlo Mlarid-Dade SCCO-CER Mleai-Dade Il VAL 11(202020: 10t2r12020: 1127/2020 Approved Affirmation MgO Mph.. Aluminum, Ing, Jose Soya wtsR Lamas: Steven M. Utah, PE 11AW020 1U16fzo2o. 1U202020 Apprrwed Catega "'anictural Cpw.... is (813)6214641 p86)315.2590 Category: Panel Walls (407)50S-2008 PE62514 (717)Si7'-0454 rwb".oery: Produde lnt,cel ail see Rall or cpairIh.&.slcrale,com. "Catial Soft. alphaelkedrumincill New Technology. - Compliance R-sedorna a,com Compliance Wadi Camfioshon. Mark or Listing Florida Registered Architectwa. Ltcensed Florida rida.g.radd:Evact Or. ' .•" ..: .. ., , , ' PG#15&R'i_„-,_,,PedduCf9 ,: _ - " „ ' ,:' - +' -.;. r` '.L��... : `-" professional`Engneer ...: , .� ,-,,:.,,,r, ,. ,. , .. ,. ,,: d 71 t 3 �'- 'S silk ;t F Quality Asaurarlce ^""ix+•+F to u Aoamyad tar Vae Imea&t Doornail IFE#r65ii4ailkd`dutl's T 1 kx >N{r u-! F-, ,.' r,."F, ''.."`.--'.-" ,., . N' ,. „ 1'n" s, ;', a .:, >,,`.. 1. 11 i .,. ,r ,.,t, .-, ,-r,,, ., _�M. .,a „., ...,... .i Saar# -gatlua Madel.,NumberpYNoah Product Doscrlbtloh Control thaphgtlnn Date II v :- outside HVHZ i,@SLelallr a` r-. .' OuaIIlvAasuraica .,400rove for Usa Apbmyed for Use -- ter Impact l7esldn 1 Koh' Slrangth Concrete lintels .4.8&and 12 rich wide: Anvers 051212022 Yes -Yes NIA WA §Ru tt. product MogeL Numhar orName ,Product Cacarotkn central Exolration Data 1. WHIZ. Outside HVHZ ,gpghilare Preeeal I Apha.Aluminum Wid,Barnp:Vented AIUi MUM SOU CrMu& Wood _ -.. - Alpha ANmlldum eolklAil ; Velttdl:AJuminum 07/3012023 Sonic CMU aemr{Wobd - No Yea- No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel cr2 /078Iw2t g2ft III 12ds Us Caa Pertdin i 292 Toe.. Ve"a ioManufagturer Cooteat'Shower &tine:Will S Validated g,[5mitt FBC Ac,-al A' 9tae tti ReUlo 2020 Me.I c, Erin Waden ICC Evauaton $eMLLOICQ EValuatanService. 0&"92a2f b8P2021 02 Appved' Strum 1 .ink tale o ura C one s g N gnP a 2 98- 5 .LLC 5 8 e6'3 4 ) 6ubCatapaq,rTruss Plates A,&eldenomii'.cam ;205) 509800,, Compllanc6G7e[hod: Evaluation Report from:a: Product Evaluation En* misohl ASeur:9lce Pi& roved for Use- - Anotoved for Use Hnoact Design See # ptlua Model Number Hama. omr P rat an Produlrt §cdotlwi C act I Dat -�C dpl a in HVHZ ourbaltl, HVHZ R e6R l&eM err re. 1 M18AH 5 18 .hi'hahan Wss cannadar eta 127312022- 9a g RI gin es Yes Ye s NIA NIA 2 M18SHa 1"8 ga super h0 strength,tmss connaaw pule 121312022 Yea Yes N/A N/A 3: Nr116 i6. ga. Wes eonnedor plate 12J312022 Yes Yes NIA WA 4 MT70H5 18 gar'high :. strength truss connects. pate. 121312022. Yes Yes NIA WA 5. MT2DH0. 20 ga.'high strength t u connector plate. 121312022 Year Yes. NIA WA B 71-18. M718 18 ya-bras, connect rmatea 12012022 Yes Yes NIA NIA TL20. M720 29ga.:1ni cormwol 1ptes 12131g022 Yes: Yet NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager a 2, r o2oz Cod-1�C9L -Do 20 data Fearena 299 III 1 version Manrdacruier cant -...:a _-aameer&uoll. VAIdaed'EyValidatedV � B 9 mitted �t PaCAncruyai Approved Rggi� Status: Revision ZD20 GAF Michael Stan Robed re -linen Jahn W. Knazevich, PE DS262D20 119212021 10r022020 121L52020 Approved Caegary: 9ov1nB. 80 54 PE-S9166 954 772-6224 L 0) 76E 11 (. , ) - i Subcategory, Asphalt ahkrMes. mstiohogai,com Cpgqrllame@tamod:Eva Cl Report hones li Florida RegisteredArchJreet or a. Lionel Florida Profc9almal Engineer 'i Pi3n0e7d-R4s :'r � ,; , - 1: - , -- .- .,-':- - - , - - - Quality .AssurNlce AbmOyel it, Use Apis-raved for Y2 bm Deshan Seok Product ModarNumber orNama lkuduct Wseriotton Cooraet ExuirafionDa<e . In HVHZ - Outside 0ut Z R"W,y,(i Pressure. 1 GAF Asphalt Roof Shingles Flba lass reinforced340h, lantlnated, 5-tap and 17JISU072 No Yes NIA N1A hl Rld nitsnln lee p ga asph e Florida Department of Business & Professional Regulation pal I oft Building Codes and Standards lArD21 Product Approval ApplicationrDetaPl C-60 Entity er ,094 _ 1c Dane Reading ppjI "Mee. Version. Manufaclura ' Contact 'a :: ' Idat d ,Confect 5ldlneer &-Licehe Vat e.By Validated milted Sub FBC: Aapm4al roved �_ stains. _ "- Rawl 2 2a FlOtda alai ilucte lnr: sdm -0., M Pro A-' Slew .Un Ji. PE Clark Jonas James L. Maker, P:E vents 4.. "Dg12712n20 92&W;Ki 0 2 4 .. .. 10,041020 R - 1wel20Z0 _. roved ApP. Category: ryRcoing 904 783-8 00 CBUC En naer9 ,717 31+-0434 _.. s locate .Fipple Acc ee that are an u 4rY B esspr . g mark amco.dom PE-37242 t� Integral pan oflhaRaas gs sem Cotnplianae Method; EYmuahm Report irvms: Fonda RD9 la er d Arehitact ora Lfoal N.M. to professional Eh near g fLi�1f'PSiia:R2 Frnd`ucle QuatlWAssurance gpamejlilLMp_ ;Approval use b= 2290 sea Prbdact ()Il,)dol: Nialalwnr Noma- a 3-FLAMC0&quoI;RV10 Ridga:5rea quota .ProductpowriDFJol1: COMraar Excitation, Data Aluminum Ridge Vesta for pitched roofs febitogted 121312024 in14 H No ditattla HVHZ' Yes Resident No Pros,, NIA from 0.025' AJ.n lum Florida Department of Business& Professional Regulation Pager oft Building Codes and Standards irzs4a22 Product Approval Application Detail Core. Eidtiw or .0- 2110- .Data Fancied Dam 7vcia Version Manufacturer Contact Engineer &License Validated fiv Validated Submitted FalAporoyal Approved Status Relrisi 23 All American Stutters and -Glass _ Troy P.E.10/2mox Mite 8arbiarr Frank L. Bonner - RE T 8 10115J2(Y20 11J0512020 12M&2020 A tunas pR _ Category. 3hufters (581) 712-9882 Pe-0046549 (954) 947-0880 Subcategory: Storm Panels mikeb@WernericanahuHe Compliance Method Evaluation Reportfrom, a racoon' Florida Registered Architect or a Licensed Florida Professional Engineer :Ft fall,* &ti8'.Prtitlucta- ' _ _ ,.. A uality Aasurartce A torovedfpr Use Approved for Use Impact. Design Se# Product oriel Numb prNama: M Number 3_ _ ConN ct Expiration Oat¢ in H Product Description a HVHZ Outside HVHZ Resistant Pressure 1 240a Galvanized Steel Storm Panels 24ga Galvanized Steer Storm Panels 12/31 J2022 Yes Yes Yes NIA Florida Department of Business & Professional Regulation paged or Building Codes and Standards ella/2ort Product Approval Application Detail coda Ill 0 - Date I.. Ol Pandang Q9lg IN " version ManlrmctureF T�t2.Q: rsi n cp_tadt. 'Etta cla &-D an§a Verdi EnvFBC. n r c Vol?1a11tlated 3o-lgil+�'L Av moor p AgoA=ovea Statue R "si 2020. Wa maeuser ew on e ... Y C- a az o, Structural C on n[a eg ry ce p c L C I 'Lehrer E: R: Bad"In ICQ EVAIua0on Sect e. L an .P, W 1 4v 2 . 7 .. dd8 8 9.32fia 253 S it 64 i 1 3 r ) 6 Z102 ,1 101132d20 A I2A2. ..: 02rp3/2021 rcted' Ppp.. subCazegdry: FJipmeaed Lunllier 'Ruben Balderin®.eyerhe Compllenoa Method: Evaluation Report from a.. :euser tom P count C-val ton Ent r w av iI& £ 1 PfC'tivTdls - ,Amrpved - - - Q-111Y Assurance Awl nor Use. fa Use anneal Mal 3-XI# Product Model raanaerrr Naive dntl Comract Exurratlon Product CesK Din Dace In HVHZ- onside NVHZ Bsslsal�. u pressure rr / Micr pram LVL 2 enilneled Veirear Lumber 20 3 LD3/31 No Y es N/A WA 2 f%rallam PSL parallel Strand Lumber P 03/3U2023 No Yee N/A WA 3- Tmba-Stand LSL Laminated Strand Lunler p3/312023 No Yea N,(A WA 4 TJ Rim Board Structural Composite Lumber a Oriented :Strand 031312023. No Yes NIA NJA - hoed Poe Board - - 5- Weyertm-ae-Rim Beard Oriented Strand Board Rim Board 03131Y2023. No Yes NIA NIA Q Z Z w J '<. � tit <�^` h- O I L, t i4 I_ (v 00 , -' % 1 CJ I- i t '-_-,) M RI -i m y .ID (/Y el- t 0)'e _r r- L 1. _ a f A iy 1 - ,, a .Q 5 _ J t1'� ry r iO a D U i,.e a- L > / W (n L. �F� (1)(D W zC/) - CU 0 L_ CL CL L. ♦l 0 0 0- ^1 W Cn V ` 3 m =:3 < Z'3 0- ia- O L CU L. W 2 ^=^1 W Z Z Q. a SHEET NO. PA 1,1� N ..0 U) _C0 N U 3 N O0 NCL O ®Simpson Strop -Tie 2020 FBC Approved Products Updated 12�orz�a Strop -Tie 2420 FBC Products Fordirecl Inks to SSTapprovals listed CLICK HERE. R , fl202 , Simpson Strop Tie 2020 FBC Approved Products For direct links to 9113 approvals listed: below,. CLICK HERE Jpd&ted'12 12320 Simpson Strong -Tie 2020 FBC pproved PrO UCtS - For drect links to all SSTaporovals lasted below, CLICK HERE U diet9 d 2132 O>` N For direct link-,to:all SSTapprovelsistedfaelow,CLICK-HERE all below,. , w .. ' Foratltlitional Information r ardlr Fladdas8t {ewide Prortict [ovalICU Lem arrd Maori-0ada. Goun Notre of'Acce [once. ND .CLICK HERE. 8g.. _, g e SYs ty R .t A) - Fofadtll[lonal IMonnatlan regartling Flaidas Statewide. Protluet Approval System and MalTil•Dade. Ceunty NUfCeot Acceptance:.{MC+A), "CLICK HERE. �.- or dI pal IMormattan r ar kr Florid s Ste[ewrda Product. roval' lain grid Mang -Dade Caun Notree�of Acre Lance NO .CLICK HERE. F ad b e9 . d. 9 s ... .. ARP �. tY R.... . ( A)g... Informationre &Y n- F I 8ta[ewide ProductA Dear tam.: and MarN-Dade County For addithnal d_ g la da s ..... ppr .Sys a Notice oP'Acce Lance: P1Q. LICK HERE. ty. p.. ( A), � _ .Apo F02355-117 FL#I0448-R6 FL#t0456-R5 11 HUS, HUSC series hangers Face-mounthangers available in widths ranging from i-5te to 3- (� 9116' and heights ranging from 4-5/16" to 11' Concealed flange (D (� Sea # Product Model. Number or Name Product DescdgJL2n Sea # Product Model. Numbar or Marne Product Descriptlan Sea # Product Model. Number or Name Product Descd2JLq version '(HUSC) available for models having width equalto or O O _-0 1 Then Stainless Steal CunGrete& Masonry Screw (TTN-SS) 114diameter Then stainless steel masonry screw A21 /k23, A33 A34 A$5, A44 Angles 1 BT, 6TB, BTH BrlckTies' greater than 3-9l16". L S_ 2 APA21; APA4 APA6 APVA21, APVA4, APVAS QutdoarAccents Angle s 2 C-M8T12 CMST14 CM9TC16 , Coiled Straps P 12 [US series hangers Face -mount hangers available in vridths ranging from `IM8" to 3- � 3 APS44 APB44R, APV856, APBWR, APB88 AP668R, APB1010 APB101OR, APVB44; Outdoor Accents Post Bases 3 CS14, C516, CSI8 CS20,C822 Coiled Straps 518' and heights ranging from-9.114'tc 16"; O FI-0689-116 APVB44R APVB86, APV666R, APVBSB, APVB88R, APVB1010, APVB101DR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS.25SDS, LGU3.69 SDS, LGU5.25-SDS Face -mount hangers (a O (� 4 APDJT2-4; APDJT2R-4, APDJT2-6, APDJT2R-6, APV[UT24, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties 5 CTS218 Compression,/Tension Strap 14 LL124 LU26, LU28, LU210 Face -mount hangers cu Q > Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC2t',Z, LUC2102 Face -mount hangers - � Q L 1 SD1'0112DBB Outdoor Ascents Connector Screw 5 APHH46, APHH40R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H1OA, H2,5A, H3, H6;-H7Z, H16, H16S, H18-2, H16-2S HurricaneTies '16 LUSsefies hangers Face -mount hangers available in widths ranging from '1-9/16"to o � W � Q 2 SDg112, SDg212- SDIQ112, SD10212 Strong Drive SD Connector Screw 6 AP.L4, APL6, APT4, APT8, APVL4, APVL5, APVT4; APVT6 QutdoorAocents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8' and heights ranging from 3" to 10-15116". . � (n O � 3 $D9112SS SD921:2SS - Strong Onve:SO Can SS Screw 7 APLH24 APLH24R APLH2$', APLH2fiR, APLH210; APLH21'OR Qutdoor.Accents Llgfit Hangers 9 HS24 . HurnGaneTra _ 17 MGtJ3;63 SOS; MGU5.25:SDS; MGU3.54-SDS, MGU5.62.SDS, MGU7.QO SDS Face -mount hangers .. " r.. •� (a 4 r SDCF22434, SDCF22a12, SDCF22614iSDCF2270D, SDCF22858, SDCF221014; .. , .. Strong-DnveSDCPTimber-CFScreui 8 BVLZ BnckVeneerLedgerConnector 1Q .. - : 3 5 SS4 SD 3 HSS2 SDS1.5, HSS22SDS3, H5S2 SD 3, H S Heavy Sh''e: y o 1 8 MIU serves hangers A o n I w r n r 1-91 E a- Face -mount U t hangers available m Idths a in from 1 ha 9 9 9 SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CST2Z CBT4Z Concealed Beam Ties 11 HST2_ HST3; HST5, HSTB Straight Straps 1/8 and heights ranging from 6-15116" tc'18-112". 5 SDCP22434, SDCP22512; SDGP22614, SDCP22700; SDCP22858, SDCP229 2; Strong-Driva:SDCP Timbar-CP Screw 10 CJT$Z. CJT4Z':, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24. HT528, HTS30, HTS30C; Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100,SDCP221134;SDCP2714DO - 11 DJT14 DeckJoistTie 13 HTSQISKTZ:.HTSQ20KTZ HeavyTvwstStrap 20 SUR,SUL.SURGSULCseneshangers Skewed face -mount hangers :available inwidths rangingfrbm1- 6 SDH1227400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/18" and heights ranging from 3-1h&'to 13-34'. 7 SDS2512.SDS25134SDS25200:S S25212.SDS25300-SDS25312,SDS25412. 1 _p - Strong -Drive SDS. Heavy -Duty Dut Connector Screw g Y y - - - - 13 FC4.FC8 Framing:Cli:•s P 15 LSTA9,LSTA12,LSTA15,.LSTAIS,.LSTA2I LSTA24,LSTA30,LSTA36 StrarghtStraps Concealed flangeversion (SURC SULC) available for all double 2X and 4X models; on ly acute,flange is concealed. SDS2550Q S0525600, SDS25800- 14 FWANZ Foundation Wail Angles 16 LSTI49, LST173 Straight: Straps. S S- 530 : D SDS25112SS, SDS2520D S, SDS2521ZSS, SD 25 OSS; S 52531255 h -D i :e DS e vy- t Co o S S Screw Stro g ry 5 H avy Du y nnect r S eW 15 G 1.'.' A2' A , a.9 Gusset Angles ' 17 LTB2D LTB40 Bridgin 21 U series hangers Face -mount hangers available in widths,ranging1rom'1-9116"to 9 $DWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 „8 Strong-DriveSD1NF Floor -to -Floor Screw 16 H2A, H2.ST, H6, H1DA 2, H1,QS, H14, HGA1Q HurncaneTias 1 TS 2 TS1 LTS 8 LTS20 L •,1 L 6, 1 Light Strap g - p Wand heights ranging from 2--5i&' to 11-114", 17 HCJIZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 16 HH4, HH6 Header Hangers 20 MST271 MST37, M$T48, MST60, MST72 Straight Straps FL#14t)07-Rf3 19 KBS1Z Knee -Brace Stabil¢er 21 MSTA9, MSTA12, MSTA1'5, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36• MSTA49- Straight Straps FL#10667-R6 20 11.30,1_50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sec # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4663, MSTM8133 Pre -Bent Straps Seo # Product Model, Numberor'Name Product Description 1 ATR318; ATR1l2, ATR5/8 ATR314 Threaded Rods 22 LS30,,L650, LS70, LS90 Skewable, Angles 24 MSTI26 MSTI36 MST148, MSTOO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 VI T to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9 2 ATUD93 ATUDI4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSI6, MTS18, MTS20, MT824C MT530, MT830C Medium Twist'Strap 118' and heights ranging from 7-118"to 301, 3 - _ � BP3/8 2, BPI/2, BP112 3, BP518 2, BPa1& 3, BP314, BF314-3, BPRTUg3 4 Bearing Plates- 24 S LZ LSS128 , LS ' 28RZ SSJ219LZ `SSJ210RZ L SJ26 , LSSJ26RZ, L2, SJ , L , L Field Adjustable Jaakklan Hanger 1 g 26 NCA2x1012, NGA2x12.12, NGA2x8 16, NCA2x10.16, NCA2x12.16 Bridging,hag 2 OGBF canes n ors flange hangers alfab e Imwadths ranging from 3 / ro 7 Top f g ha ge a 1 r 9 9 4 CNW318, CNW112. CNW518 CNW3/4,CNW5/8-112 CNW314.518 Coupler Nuts 25 LSSR1.81 LSSR2.1 LSSR2.37, LSSR2.56. LSSR210 2, LSSR410 Field Adjustable Slopeable/Skeirable Hanger 27 RCWB12 RCWB14 Wall Bracing 1/8" and heights ranging from 6-114" to 241, 5 CTUD55, CTUD85, CTUD68, CTUD75, CTUD76,CTUD77; CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers, Top flange hangars available 4rw,dths ranging from 1-10tc 3- CTUD98, CTUD99 27 ML23Z, ML247, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5M" and heights ranging from 7-114"to 24". 6 N3, N4, 145, N6 Heavy Hex Nuts 28 MMHS Roof-TwDown 30 SP1, SP2, SP41 SP6, SIPS Stud PlataTie 4 DGHF series hangars Top flange hangers available in Wdths ranging from 1 314'to 3- 7 RTUD3, RTUD38, RTUD4, RTUD40, RTUDS RTUDB; RTUD7, RTUD8 RatchetingTake-UpDevice 29 MMHG Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging -from l3-1/4"to-24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26 MMLU26-2, MMLU28, MMLU28-2, MMLU210, MML01211, MML11139, MMLU1311 Face -Mount Hangers 32 SS1.5 SS2:5; SS3, SS4.5 Stud Shoe 5 E35, ECs7, EGg series hangers Topflange hangers available in widths ranging from 5.114" to 8- 9:: TUW36 'Take -Up Washer 31 RBC: RBCP Roof Boundary Clips 33 ST9; ST12.ST18 ST22, ST292 ST2122, ST2115, ST2215, ST6215, ST8224 ST6236 Straight Straps, 7,18 and; heights ranging from 11" to 32-V2" 10 URS,3 318' Uplift gwn S Rod Run TiadSystem R s 32 RST-3 Roof TW'flown 34 TS20 T627 TB30: TB36,TR42, TB48, T854 TB56. TB60. Tension Bridging: 6 EGQ series hangers', Tap flange hangers:ravallabte invAdths ranging form 3518'ta 7- 11 URS4 :. _ 112' Uplift Rod Run Tledown System 33 RT=, RTC42, RTC 2Z, RTC44 RigldTie Connectors 35 TWB10 TWS12. TWBJ4 Wall Bracing. 1/4 and heights ranging from 11-114" to 32". 12 URS5 518' Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle; hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4' Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS100, WB106C, WBI26, W6126C, WB143C Wall Bracing and heights ranging from 8-412" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Topflange hangers available in%Moths ranging from 3-19'to 7- 1/8" and heights ranging from 11"to:32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available inwdths ranging from T-8/15'to 7- FL .h447-RS;, 112''and heights ranging from 8"ta 30" SeaProduct Model. Number or Name Produot Description sea # Product Model, Nurr bar oP Name Produot Diosonption 10 HGLS series hangers Saddle hangers available in Widths,ranging from 5-114" to 8-715" 11# DTT2 Hold-down S^ea it Product Model, Number or Name Product Description 1 C8H2.37x5 5, GBH2.37x7:63, 081-12-374.75 Concealed hangers and heights ranging from 10.112" to 28". 2 HDCI014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top flange (DHUTF) hangers- 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4'to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold -dawn 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors avaiable in vhtlths ranging from 1 9118" to M116 and heights 718' acid heights ranging from 7-1124o 37'. 4 HDU2, HDU4, HDU5, HOU8,.HDUI I; HDU14 Hold-down 3 GBC Gable Brace: Connector - ranging from9•118"to 23-15116". 12 14GLTVseries hangers Topflange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1;81, HCP2, HCP4 Hip Corner Plate. 3 HGV3.63SDS; HGU5,25-SDS, HGU5,50SOS; HGU.5.62-SDS; HGU7.00-SDS, HGU7.25- Face-maurit hangers 118" and heights ranging from i 4"to 33". a LSTHDB LSTHD8RJ Stra s lie hold-down p ty 5 HHRC2-2, HHRC42, HHRC42-2: HHRC411.81, HHRC44, HHRG5.25/3.25, HHRC5.3713.12, Heav' Hi to Ride Connectors Y g SRS, HGU9.00-SDS 13 HIT series hangers Topflange hangers available in widths ranging from 2-5116'to'3- 7 MASA; MASAP Foundation 'anchor strap HHRC68 4 HGUS series hangers r Face-maiant hangers available inwidths ranging from 1-p18" N 7• ME and heights ranging rig g from 18 to 26". 8' MPA132, MPA144 Strap -style purlin anchor 6 HR01,81, HRC22 Hip Ridge Connector 318 and heights ranging from 5-5116' to 12-716 ", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.118" to 9 P 8 PA 3 P 28 PA35 P'5 PAB A1.,_ 2, A A,1, 8 Sara • le` urlinanch r psty_p._ o 7 LRU26 LRU28 LRU210,LRU212 _ Rafter Hanger g 5 HHGU5.25-SDS,HHGU5.50-SDS,HHGU562-SDS,HHGVTO0-6DS HHGUZ25SDS, Faca-mount hangers- 3-9116" and heights ranging from 53/8"to13-1/6'. 10 PAt18, PAI23 PA128 PA135. Strap -style puriinanchor 6 LSU26, LSSU28, LSSU210 - Light Shpeable/Skewable, U Hanger HHGU9,00-SIDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16"'to'5- 11 STHD14 STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHU546, HHUS48, HHUS410, HHUSS_WIO, Face -mount hangers 112' and heights ranging from 9-7116"to 15". Concealed flange 12 STHD14, STHDI 4RJ Strap -style hold-down 10 TC24 TC26: TC28 Truss Clip HHUS72511 D version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218,THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss: Hanger 7 HSUR HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 - 118' to 5-118" and heights ranging from 4-914" tc 15-3/8":: 16 HWP series. hangers Tapfhangs hangers available in widths ranging from 1.-9115107- 12 THAI1 A1122, THA1206122, THA121122; THAI222, THA1322„ THA13522, THAM22 Adjustable Truss Hanger Sizedforl-Joists Concealed flange version (HSURC, HSULC).evailable for all 118" and heights ranging from 5-3l&" to 28". �I 13 7HAL 422, THAR422 Skewed Truss Hanger double 2X and 4X models_ only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in ranging from 19116 to 7- N O 14 THJA26i LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210i HTU26-2, HTU28-2, HTU210-2 Faca-mount hangers 112' and heights ranging from 5418'to 32". � 15 THJM2-4SDS3; THJW-5;SDS6, THJU26, THJU26-W Multiple Truss Hangers 9 HU. HOC series hangers • Fare -mount hangers available inwidthsranging from 1-9116"to 7- 18 iTSserles hangers Top flange hangers available in -widths ranging from 1-9116"to 3- � ,-� 16 TSBR2-24 Truss Spacer -Restraint 1f2' and heights ranging from 2-7/&" to 19-114" Concealed flange 5/8" and heights ranging from9.118" to. 16', 17 VPA2; VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectorsg version (HUavailablef C) or all models hiidl es having width equal to or 19 rs JB series hangers To :flan a hangers available invudth of 1-9H8"and he tits Top -flange g heights ® fib VTCR Valley Truss Clip greater the n2-9116". ranging from 5-3/8"to7-1l4", Cl- 10 HUCQ1.81/9-SDSHUCQ181111SDS,HUCQ210=2-SDS,HUCQ210-3-SD5,HUCQ310- face-mounthangers- 20 series hangers Top flange hangers available inwidthof1-9116'and heights . LLJ SDS; HUC04I0•SD6, HUCQ412-SDS, HUCQ5.2S19 SDS, HUCQ525/11-SDS HUCQ610- ranging from9-31161D13118". _C- SD$.HUCQ612.SDS ly1 17 i(i CP M I.r Q ¢ _ C V . ca .r Simpson Strong_.Tie2020 FBC Approved Products Updated 12r30rz020 Simpson Strong -Tie 2,020 8C Approved Updated 12/3012020 • Simpson Strop- - ie 2020 FB-C Approved Products Updated l30f2020 Strong- ie202U FBC A proved Products Updated 123l202G ._ 0SimPson W ® For direct Inks to all SST approvals listed below,. CLICK HERE.. ® For direct Inks to all SSTopprovals listed below,, CLICK HER For direct Inks to all SST approvals listed below,, CLICK HERE for direct links to all SST approvals listed below,. CLICK HERE. .. .. -. :• For additional iMorrnaCon regarding Flondas Statewide Product Approval System and Manu-0Dade County Notice of Acmptance iNOA), cuCK HERE. , a For addltional information regarding Flmda s Statewide Product Approval System and Maim -Dade County CI Ir'K HFRF NrRrce � Acceptance (NOA), -_. .. CLICK riFRF � s- additional information r- der Flandas Statewide -Statewide IS emend.P+il -Dada-Cant Notice Acre tanea.NOA __.-.._.._. For ad I m ai agar. g Approve ysi olio y of p ( ) . r Product ,. d deCou '.Narceof`ecatanceN-'A Y HFRF For infamafiur..cgardarg Flondas StatewidePod tApproval System an Marro -Da my A p S 0 >, SrLd�...�... 21 LB series he Top flange hangers available in welth oft -9/16" and heights FL#11468-R5 18 51BVI.56, S1LSV1.81, 5/LBV2.06, S/LBV2 37, S(LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318' to 15-1f8°. SdLBV3.56, SlLBV3.62. S1LBV40fi: S/LBV4.12, S1tBV4.28, S1LBV4.75; S1LBV5.50 6 Strong-Bolt2 (ST62, STB2-48S, STB2-6SS) Strong:8oft2 Wedge Anchor for concrete available in carbon 2 '� series hangers LBAZ sa i h n9 To flan hangers available in width of l -9116' and heights p ge . g g a 4 a # ct Model. Number or Name E[Q�Sl�(!4� Ng rML product Description 19 E1LTT20, S1DTT2Z SiHITTI41 HTT4, HTT5 Holdowns steel and Types 304 arrd 316 stainless steel , ranging from'9-3118' to 13-113". 1 HHUS210-3, HHUS2104 Joist Hanger 20 6MST60, S/MST72 Straps 11$ mil (10 ®a) 7 Titen HD (THD-H, THD HMG, THD=1148S, 7HD-H6a5, THD-CS, THD-C$bSS) Then HD Heavy Duty ScrewAnghor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3 114"to 6- 2 HRSS; HRS8. HR5112 Sfiap Tles- 21 SPA:, SP8 Slud Plate Tles evallable with hax head in carbon steel and Types 304 and 316 7/$''and heigFds ranging from 9" tn33112". 8 HUCg210-2-SDS, HUCO210-3•SDS, HUC010SD9 Joist Hanger 22 SSP, DSP, TSP' Stud Plate -Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THG62, THGB3, THGBH2,'THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type -316 stainless steel 718" and heights ranging from 9" to'-32-1/2". 5 THGQ2-SDS3, THGQ3-SDS45, THGQH2-SD"S3, THGOA&SDS4.5, THGQH4-SDS8 Joist Hanger 24 TSD22 Truss. Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Topflange hangers available in widths ranging from 1-9118"to 5- 6 THGW3-3; THGW3-4, THGW4-3,,THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger(THDB25158RH, TH0B37158RH, TH037212RH; Titers HD Threaded Rod Hangerfor concrete 118' and heights ranging from 9 i/4'"to 24". THD50234RH, THD1021213H) 26 PF, PFB, PFDB, PFDSB series hangers Top flange Mangers available in width of 1-9116" and heights 10 Wedge All (WA) Wed907All Anchor for masorrry' CD ranging from 3-3/8' to 7-US".. FL#t1473-R5 FL#13904-R5 27 RR. 'Ridge rafter: connector 26 WP series hangers Top flange hangers available in widths ranging from 1-9/16''to 7- �5 a # Product Model. Number or Name Product Descrodon Sao # Product Model, Numboror Name Product Descaujian FL#16230-R8 1/8' and heights ranging .9-1/4" to 32". 1 DETAL20 Double.' Embedded Truss Anchor 1 CgQM3..62,SDSHDG, CCQM4.62-SDSHDG CGQM5.50-SDSHDG, CCTQM3 62-SDSG, Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, 0CTQM5.50-SDSG, CCCQM362-80SG, CCCQM4.62-SDSG, San # Product Model. Number or Name Product Description 13 H16„H16S,H16.2.H162S HurriraneTie CCCQM550SDSG 1 AT=XP AT-XPHIgh-StrengthAcrylicAilhesrvefor concrete ormasonry - FL#10860-R5 4 HETAI2,HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G•KT,ECCLQM462G.KT,ECCLQM550G-itT,ECCLL0MD362G-KT, Masonry Pier Caps 2 Ei-•HP ET -HP Epoxy Adhesivefor masonry E 5 HETALI2 HETALi6 HETAL20 Embedded T uss Anchor ECCLLQMD4,82G-KT ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4 62G- 3 SET-XP SEf-XP High -Strength Epoxy Adhesive formasonry fJ Sea# Product Model, Number orName PmdudtDesaription 6 HGPaM10 HMO Masonry retrofitconneotors KT;'ECCLRQMDS 50G-KT d Strong-Bolt2(3T132} 'N2 Strong-Baft2Wedgejtnchorfcrmasonry I flBA44, ABA44R; A8A46, A131ti46R ABA66, ABA66R AdjusiablaPost Base ? HHETA76: HHETA20, HHETA24, HHETA4D Embedded Truss Anc or Heavy mbedded ru h_ . 3 HGUM525: HOUMS.50 HGUMAOO, HGU M7 25, HGUM9.00 , Heau Mason Hangers 3` Masonry g B Hangers 5 6 Titan 2 (T ) TlterrHD HD H4SS THD-H6S5 THD�5 6557 Titen 2 Screw Anchor for Concrete Titan HD Heavy Dut Screw Anchorfor concrete available in 304 Ti W 2 ABU44, A8U44R, ABU46, ABU46R, ABllS•5, ABUS•6,. ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3.5DS2:5, LGT4SDS3 GirderTiedown 4 - - LGUM26.2, LGUM2B-3, LGUM2t3-4, LGUM28 2, LGUM2r3-3, LGUM26 4, LGUM210 2, Masonry M sro y eats ang Cr -Duty y Y ABU88R, ABU10101 ABU101OR, ABU1'212 ABU121;2R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM2104, LGUM46, LGUM48, 1_8UM41:0 or 316 stainless- steel wrth hex head, and 316 stainless steelwjth 3 ABW44Z, ABW44RZ, AI3W46Z, ABW46RZ, ABW66Z, ABWS6RZ, ABW7-7 Adjustable Post Base 10 META12, META16, MEfA18;1NEfA20, META24;META40 Embedded Truss Anchor ,- a - MBHA3.1219.25, MBHA31211125; MBHA3.561725, MBHA3:5619.25, MBHA3 5611125, MBHA3:56/11.88, MBHA3 56/14, MBHA3.56116, MSHA3.56/18; MBHA550f7:25, MasonryTap Flange Beam Hangers Titan Turbo countersunk head. Titen Turbo Screw Anchor for 4 A04; A04R; ACE4; AGO, AC6R, ACE8 Post Cap 11 MSTAM24, MSTAM36, MSTCM40,'MSTOM60 Strap Tie for Masonry 7 (TNT) concrete or masonry 5 BC4, BC46, BC4R, BC6, BCBR, BC8, SCS2-2/4, SCS2-3/6 Post Gap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHAS.50/9.25, MBHA5-50111.25, MBHAS 50/11.88, MBHA5.50f14 MBHA5.5WI6, 6 CB44, C846 CS46, CB66, C968 Embedded Column Base MBH45.54l18 7 CSSQ44-SDS2, C8SQ46-SDSZ CBSQ86-SDS2 CBS086 S052, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.15 MBHU3,56111.25; MBHU3,56111.38, MBHU3 56/14, M81,11.13.56116i Masonry Beam Hangers FL#16*37-R3: ` 8 CC; ECG, ECCU Series Bolted column cape with W1 ranging from 3.114" to 9.1/2" and W2 ranging from 3-518" to 7-1&1 FL#11496-RS MBHU3 56118, MBHU5.5019.25, MBHU550111 25; MBHU5:50/11 88; MBHU5.5(m, MBHU5.50116, MBHUS 50118 sea # Product Model. NUIrl at Name Product Descrlbtion O 9' CCQ-SDS2.5, ECCQSDS2;5 Series Screwed column caps with W1 ranging from 3.114" to 9•1/2' and Sea # Product Model. Number or Name Product Descrntion 1 X3461016.5K, XiS1016, X1810164K XQ1S1D16, XQ1 B1016.4K 410-18 Strong -Drive XTdetalSetf Dulling, Tapping Screws with #3 L� W2 ranging from 35f8" to 7.112" 1 DTT1 Z Deck Tension Tie Drill Paint 10 CPT44Z; CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowna FL4M3976-RG 2 XLQI14Tf 224. XLQI 14B1224-2K 412>24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD36, HD5B, HD7B, HD98; Bolted HGIdOwns Ties 5, ea # Product Model Number or Name Product Description 3 XMgi i451224, XMQ114R1224-2K Screws with #5 Drill Pointand Large Diameter Hex Washer Head 412 24Strong Drive XM Medium -Head Metal Self Drilling, O 12 13 EP84Z LC644, LC868 Embedded Post Ba':a Embedded Column Rasa 4 9 HTT4, HTTS, HTT5.3/4 LTT19, LTT20B, LTT13 Tension Light Tension Ties 1 SDW223O0, SDW22333, SoW22438,_S0W22458,.50W22500, SDW22600 SOW22638, _' ` s Strong Drive.SDW EWP PLY and TRUSS. PLY Screws, Ta in Screws with 5 Drill Point and Medium Diameter Hex PP 9 ews h #. 1 14 LPC42, LPC6Z Light Post Cap; SDW 22834 4 X0114S1224, X011491224.2.5K; XI14S1224, XQ112S1224, X011281224-2K *12-24 Strong -Drive XMewl Self Drilling, Tapping Screws with #5 Drill Point U 15 MP8447, MPB66Z, MPS687 Moment Post Base 2 SDWC15450, 9DWC15600 Strong -Drive SOWC TRUSS Screw 16 PB44, PB44R, PB46, P866, PB66R Embedded Post Base FI-413628-115 3 SDWH19300DR SDWH19400DS, SDWH1WO0D6, SDWH19800D8. SOWHIIWOWDS Strong -Drive SDWH TIMBER HEXSorat"r 5 XU34S1016, XU34B10165K #10-16 Strong=Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46: PBS65 Embedded Post Base 4 SDWH27400G, SDWH2760DG SDWH27800G, SDVVH271000G, SDWH27f2000 Strong=Drive SDWH TIMBER HEX HDG Screw #1 Drill Point le PSV6. PBV10 Round Post Base $eg # Product Model. Number or Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS19600,,:SDWS19712,SDW82;2400,SDW522;6bo--SDWS22512, SDWS22600; Strong-DriveSDWS FRAMING"Screw O 19 PC4446 PC46-18, PC481:6. PC64-16PC66-16. EPC44-16, EPC48-16 EPC4&10 Post Ca P 1 SB518x24, SB718x24; 581x30.' SBAnchorBolts 6 S'hong-Drive.SDWSTIMEERScrew (,Interior Grade). L EP064-16, EPC68�16 ', 2 SSTB16, S8T92D, SST524,'SSTB28, SSTB34, S8Ti336, SST81 &L, SSTB20L, SSTB24L, SSTB28L. SSTBAnchor Bolts 7 SDWS22600; SDWS22900,. SOVVS221OD0, SDWS221IW0 SDWS221200; SQWS221500 SDWS22300D8: SDWS22400DB: SDWS225OOD6; SDWS22600D6 SDVVS22&OODB, Strong;Dhve SOWS TIMBER Screw (Exterior Gradej FL#35320-R0 ZD RG4Z.; PC4RZ;PCBZ, PG6RZ, PGBZPCBRZ, EP:C4Z, EPG4RZ,EPC6Z; EPCBftZ:EPCSZ; . . . Post Cap ap EPC8RZ SDWS221000DB Sea.# Product Modal. Number or Name Product Description 21 PPB44-4Z; PPB44-6Z Post Base 8 SDVVS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43'5; 138SCB46, D5SCB4&, D5H5 Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS,SDWS27400SS,SDWS2750OSS,SDWS276OOSS,"SDWS27&ODSS, Strong-DrmaSDWS TIMBER SS Screw 2 FC6435,FC8455,FCB47.5,FCB49.5 FCB411-5 Bypass Framing Fixed -Clip Connector r�Ln� SDWS27100DSS, SDWS2712MSS 3 FPHSD34S1018, FPHSD3461016, FPHSD34B1D16-5K, FPHSD34S1214, #10-1.6 and #12-14 Strong -Drive Framing4o-CFS Sef- `" Sea# Product Model. Number or Name Product Description 10 SDWV13400 Strang-Drnre SDWV SOLETO-RIM Screw FPHSD34B1214, FPHSD34R1214 aK Dolling, Tapping Screws ICU FL#1:086&-R5 1 CMST12; CMST14 CMSTCI6, CS14 CS16, CS18, CS20, CS22 Coiled Strap- 11 STN22 Outdoor Accents: Hex -Head Washer 4 LSFC2.25 LSFC4 25, LSFC6.25, SFC2.25, SFC425, SFC6;25 Steel Framing Connector U W " 2 HRS6, HRS8, HRS12 FHAS. FHA9:, FHAl2, FHA18: FHA,24, FHA30, MST128 MST136, Straps 97 mil .(12.g9) 6 LSSC425, LSSC6.25 SSC2.25 SSC4.25. SSC6.25, MSSC2.25 MSSC4 25, MSSC6.25, Steel Stud Connectors Sec # Product Model. or Nam a Product Description MSTI48MSTI60; M8T1,,72, S1MST27 SIM", VMST45 MSSC4.25KW; MSS0625KVV 5, RCKW3S: RCKW5.6S Rigid Knee Wall Connector 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20,.HTS24, HTS28 HTS30, HTS30C HeavyTWst Straps FL#l5363-R3 4 RCKW3, RCKW5.5, RCKW7 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49; LST173, MSTA9, MSTA1.2, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, S'CB45 5, SCB47 5, SCB49.5, SCB411.5 MSCB45:5, MSCS47.3 Bypass Framing Slide -Clip Connector 3 GH46-6 GH46 8 0114&6, GH48-8 GH410-6 GH410-8 GH66=6 GH66-8 GH68.6 GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116,. ST2215 Steps 33 mil (20 ga) Sea # Product Model. NumberorName Protluet Description 'Truss 8 SCS32-5197,.SGS62.5197, SCS0251118, SCS82-5M 18 Bypass Framing Connector 8, GH61 OS, GH810-8 6 LSUBH3.25, SUBH3 25. MSUBH3.25 Bridging Connector 1 AS 16, AS 1855, A318S6 16 ga Plates 9 SCvk3 25 SGWS 5 Head-ofVJall Slide -Clip Connector 4 GLB5A, GLB56, GLB5C 01-851), GLB7A, GL878 GLB7C, GLB7D Glulam Bearing Plate' 7 LTP5 Lateral Tie Plate 2 AS 24HS 20 ga; High Strength Truss Plate 10 SJC&25, SJC10.25, MSJC8;25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GSLT812 GLBT518, GBLT616, GLBT520, G13LT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 2O go. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB, HGLBC HGLBD' Heavy Glulam Bearing Plate 9 MSTA30 MSTA36 ST6215, ST6224, ST9, ST12, STf 8, ST22; MSTC28, MSTC40, MSTC52 Straps 54 mil (18 gal 4 P,$HR Plate Hinge la Connector 12 XLSH34B1414° XLSH7881414 , #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping g 9 ,pp 9 7 HGT-2, HGT.3, HGT•4 Heavy Giriler-Tiedown 10 MSTC66 MSTC78, ST6236 Straps-68 mil (14ga) Screws LLI 8 UFPIO-SDS3 Universal Foundation Plate 11 MT512, MTS16; MTS181 MTS20. MTS30, MT524G; MTS80C Medwm TwustStraps; 13 �Q1S1016, XQ181016 4141 XQ151214; X0181214 3.SK XQ76S1224,_y€Q78B'I 224 3K, 410 16, #12 14, and #12 24Steong Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S7611,.56, 5181,81, WS2.06, S1B2.37, SI32 56, SIB2,88, S163,12, S1B3.56, S1B3 62, S1B4.06; Top Flange Joist Hangers FL#15730-11,41 XQ114S1224; XQ11461224-2.5K, XQ112S1224; XQ112BI224-2K X34B1016,SK, X181018, X181016.4K, X1812'14, X1 B1214.3,5K Tapping Screws Q (^D S(B4,12, S1B4 28, SIB4.75, S1B5.50 � z W 13 B/BA212Q. SIBA2.12fl0, S1BAZI2112, S4BA2.12/14, SiBA4.1818, SIBA418110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description J SfSA4:18112, SIBA4.1 el14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A HurricaneTie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GVV-75, GW-100. GTH Gas -actuated fasteners and assemblies Q 15 S1HD8S, S1H0812, S1HD10S, SiHDIOS, 'S/HD15S, SIHQ15B Holdowns' 5 PDP:A PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs,.and assemblies 16 SIHDU4, SIHDUB S1HDU9, SIHOU11 Holdownti PDPAWL-MG; PSV1_3, PSVL3-K, PCLDPA, PECLDPA PTRHA3, PTRHAA �--' 17 SfJCT,SfHJCT .Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET N0, PA 1.2 PGTUdTm msfiies,r.` 1070 f Ditivi-I 4ba'Dib'Zo� o"�aodserim"d ?eaftWd,-Ao&dm0 hasbemno *Ftoddtt sb�i iivio*artjmw in gie. C&Nftdows and Doom 1w. �4,*7 1, z4qml, PGrS.Lw'. cn —Cu > 2 CD Q C- o 2 cu -6Z cn -0 0 CuO 0 0 Cu cn o C: Q o cu LL 0 > w cn - -0 CD cn E L- CU "0 c m -0 C— "o — m cn z z W J Fol O LLI CL. u. fill t-- Ic I-- CL 0 o If Lu cn CD E =3 Z �_ co > 0 > L— CL 0 CL 0 Cl) L) =:3 < O L LUcu < (3) Z z SHEET NO. PA 1.3 P wilrM t IIVC. TILLIT TESTING lit ENGINEERING COMPANY PROD CT WV 2D•1172ROt, 2 2:2: TEST REPORTS:. Large missile Impact and fat! I r9 pact Rue cad tests were performed under Protocols TA5 20f ; 203 as per is26of the Florida Building Code. Uniform static loads P 9 : . nWDUCTYXVA_r.;rlATrdNREEPOR'rN9_•20•8738;07 3Z B. MATERIAL CHARACTERISTICS. l� SPECIFICATIQ a • Shall be strictlyin accordance with General Notes and Components indicated. on sheet 1 2 a of 6 f Product I and 22 2 a Pro u t Evaluation Document P.E.D. , , rH (P.E.D.), dravlting. - AT TRR A. TT W LL1T..IR. PA. • tTlteceC16oi•Conl .NLP.B LIxrt,Ata�il.� 11 r.nu�a,eNn:DD0471, ... 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 Testis Inc, Reports # 96-569 dated 08! 9! 996 g, p , a d 0 1 , #96-570 dated! - 26, of Product Evaluation Document (P.E.D.), drawing No. FO 176; _PRODUCT EVALUATiON REPORT` #96-T30_dated 09/201199 all hreesi d. sealed, Medina, $, gne• and a ad by Hector M. r d P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611098 and # 2126 dated 10/0611g98 witnessed by Gilbert Diamond, P.E. and Report No. 7 LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-072 8 D 1 0219.01-09, dated March 4, 2009., signed and seated by Edmundo Largaespada, . P.E. and Henryattem P.E.• ry • , 7.1. Shall be stnctty in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July28, 2020 on sheet 1 of 26 as well as General Notes # 1 thru 4 and 11 thru 16, indicated Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of 26. of Product Evaluation Document (P.E.D_), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiltecd, Inc. and signed and sealed by Walter A. THIR,, Jr., P.E. PRODUCT •CN41'E - R B GORY.,. Storm Panels 2.3. STRtJ AL ENGINEEWNiG CA i C7tIR DNS: _� L IAULAII . 7 b .2. Product may a installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design defined on section 1620.2 of the Florida BuildingCode. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as welt as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC. length based on rational and comparative analysis, and In accordance with 7.3. Product sh Il only be Installed into poured concrete, :concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., wood frame structures. Davis, Fiorida33314 dated 11/03/08 and 03/12J15, signed and seated by Walter A. Tillit, Jr., P.E, POSE OF EVALUATI . 3.;MA�I IMPACT I TANGE. Product Evaluation Report prepared b.:Walter A. Tillit, Jr., P.E.. FI rItla LinenPU Product a rod ct Evaluation Report issued by WalterA. Tillit, Jr. P.E. (System `� Large risBIle Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol: No. 44167), President 3FT,lteco, Inc {Florida CA DODO719IThis.s I #'190f)) to the Global Protection Products, LLC, Rule Chapter No. ANNNHNNN 61G20-3, Method 1 D of the Florida Department of Business and 4. WIND_LOAD$ RESISTANCE:+`� RA 7J(Cl v'sy Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 00, ✓ sy AstiGENBF This product is being issued an Evaluation Report as described herein, and has • pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14 15 - 16, 19, 25 and 26 of 26 of Product Evaluation Document P.E.D. drawing No. �, ��..�� 44167 - _ e been verified forcompliance( d m accordance with e 2 0'S Seventh the 02 a nth Edition Of .2 Florida euRidm Code, and to verif that the product is far the purpose Intended 8 y P P P S - ,6 Anchor 4 17 , Maximum Anc r $pacing shall be as indicated on sheetsS, 9,10; 11, ' - -� •; _ r* TIr , . i s TAT@ OF c �� g at least equivalent to that required by Code, 14 1 l 2 25 and 2 2 , 5, 1 , 18, 19, 0 $ of 6, of Product Evaluation Document (P.E.D.), drawing No. 20.176.00RlT1 � .. . _ r�,.,� �z This Product Evaluation R ' ort-shall be subject t r ` and revision in ease of tipo �•rF'Y81,CNAL i "NNHIIIInuAI+'�' a Building Code change that may affect Its limitations and conditions s and 5. INSTALLATION: installation shall be performed strictly in accordance with details indicated on vTAnlr. 2 EVIDENCE SUBMITTED . sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document W TILTECO ADMON RECORDS I P. E. REPORF26l ©LOBAL PROTECTtdN P 000CT5 LLC I Z OGAaE 2.1. PRODUCT EVALUATION . E A UATION DQ �iMEPLT jP.E.Dsj, {P.E.D.), drawing, No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORMPANWI)FEMSM1761REPORT#20-0728.01 j� Drawing No. 24-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL Indicated an sheets 8. 14, 16, 25 and 26 of 28; of Product Evaluation Document , sheets 1 thru 26 f 7 0 26 prepared by ilteca, Inc:; signed and seated by WaitarA. {P.E.D ), drawing No. 20-1T6. Tllllt, Jr., P,E•; dated 071.2912020. This drawing Is an integral part oaA11RHfi,t& ,,,MAr tLlrn F)NIlr 11 AM Evaluation Report. �`�� 1\OEMs • dpsyS ���`�=1C�N,S% 6_ *. N0.4iti7 s �7 S a• STATE OF :r ; r At0F0, WS3,1 ORitl 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - PhaiwG (305) $71-1534 -^� N NtNH IH$iH I 1 L1 EC0 mc- TILLIT TESTING & ENGINEERING COMP rILLIT'JI�-PE.till PRODUCT E ,ALUA I(M REPORT "'Pr. FIX. A. L REPORT l is 20=0727.02+ DATE: July 27, 2090 PRODUCT CATEGORY: Shutters PRODUCT $UB-CATEGORY; Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL, STORM PANEL MANUFACTURER: Global Protection PMductp. L 4800 S.W. 51 Street Davie, Florida 33314 URP SE OF 9MLUATION,: This is a Product Evaluation Rep ortart issued by alter ATillit Jr. P.E.(SY&tem ID.# 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020'Seventh Edition of the la Building ode verity c is f e se intended Florida ulld g Code, to a fy that the product for the purpose n at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code charge that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Drawing; No.20-'175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared byTilteco, Inc:; signed and sealed by Walter A. Tillit, Jr., P.E.;dated 0712712020, This drawing is an intep*+tl i�G6,thIs Evaluation Report. 167 -11 6-155 3+T.W. 36th Street, Suite 305, Ivtiami, Florida 33166 -Phan (305) 871- PRODLIC_.hVA i UN RTPCiRT toi0 20 8=d2 2 2.2. TEST REPORTS: Large missile impact load `tests were performed under SSTD 12-99 standard as Se ction ection D9: .2' Florida Building 16 1 of the o dCade. tlniform is loads per aStet 1 ds as Pe :Section 1709 83Per A5TM E-330. Test reports prepared red byAmerican ican Testing Lab of South Florida R ort # 0814.01-01 dated 3/11102 witnessed b William tip _ 0 y R. Mehner, P,E., Bor' Moroi P.E. andHenrya m Re o. � , H y tte_ , P.E. and .port N 0219.01- e 09, dated February 25, 2009, signed and sealed 4y Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 &203 as per section 1609,1.2 of the Florida Building Coda. Test Report prepared byAmerlcan Testing Lab of South Florida, Report No. 1123.01-M dated Navember 23, 2010, signed and sealed by Julio I - Gonzalez, P.E. Tensile test report No. 9CM=1g8 by OC Metallurgical, Inc:, dated March 13, 2009, signed and I t P , r sealed b Frank Grate, .E as a ASTM E 8 an d d Tensile Test as g Y ,. _ T P perOC Metallurgical Report No. 1OKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUC'[URAL ENGINEERING , CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length t h based on rational Land comparative analysis ,a'n in accordance with section 1604 of the Building Code. 1 I 0 e Floridaorida B Id n C de Ca cu ations prepared b Tiltsoo 9 P pa Y Inc. dated 18110 an irevision),i , 12J d 08J27J13 (forthis s signed and sealed by Walter A. Tillit; Jr., P.E. 3, MISSILE IMP -ACT RESISTANCE: Large missile impact under section I eO9.1.2 of the Florida Building Code, as per SSTD 12- 99 Standard and Ti4S 201. A. VUI D AN N L DS S1ST CE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 5; 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 10, 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 IM9 Standard. 00111NN1fiNq 7 = * 67 o STAT OF cr �9�� fr/ORiDP '�ac,sr �,rrrrliuuHlTL1LAa PR()ntlC1_9 T T A 1QXRXPNaRT140, 20-8727.d20727.d2 5. INSTALLATION: Installation shall all be performed strictly in accordance with details indicated an shee ts 3 thru 8 12 thru 18 of 18 of Produ Evaluation ct valuatio Document ,D. drawin No.2 •175. Minimu m um separation to lass shall be as Indicated on g P g sheets 3, 6„ 13, 14, 15, i6 and 18 of 18,, of Product Evaluation Document (P.E.D;); drawing No. 20.175, 0 MATERIAL CHARACTERISTICS AND SPECIFICATIONS` Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Ancho r Specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document P.E:D w - b n D cum { ,), drawing No. 20 176. 7 LiMiTATIQNS 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 Tifteco, Inc. and signed and sealed byJr,, R.E.Waiter A. Tillit, JrE. 7.2. Produ h 11 Ct s a not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared b Walter A. Milli Jr., P.E. Florida License P Pa Y No. 44 37 i 1 ), President of Titteco, Inc. (Florida, CA-0006719) WATRLL D:A TILTECO ADMON RECORDS; I GALVANIZED STEEL STORM PANEL Q? Q) U) Q) }' a--• U N tv O O t2 O O s_ }' U Q) �— to C Q� O U 0 ._L . _ 0^ C O i n. = 9 ly Ca C) C)(a + O -' LL_ . � O CCf > •� (Cn Cn Q) -F-+ O L i CD E Z Z W J COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS fwLn : SIMI m 83i EXISTING WALL. ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAN STRU E MOM SUCH PANELS. � / ' IN _ THAT PRECAST STDNE- OR _ CONCRETE PANELS, STUCCO WOOD BOARDS BE MU140 ON (1/2-17 IW/ , 2 /10, 4f4, 5/5, 10. 1w/1o, 2w/1o, aw/1o, aW/to, s a I. STORM PANEL SHOWN ON . PRODUCT EVALUATION DOCUMENT (P.ED.) COLS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHAL BE AS MENTIONED IN 8.1) NO IN e.2). 1&196• (TOTAL wil") --. Swff D, BW/f t � 7W/t t ' ACCORDANCE WITH THE 302D (Till EDMON) OF THE FLORIDA BUILDING CODE (C) Tfi_rn9rur. WOOD 4111K °PE(Tn0_r,ii/= r. - 1yss u1N.i. 1/4.0 TAPOON ANCHORS. AS MANUFACTURED BY I.T.W. SUU.M, I1C. !-----i2.5W' (EFFECTIVE Vt107H} i " 15.i96" (TOTAL wIOTNQ FOR INNO LOADS SHALL BE DETERMINED A5 SECTION 16200E THE MOVE MENTIONED MI COPE, _ #14-10 PANaMXTE FEMALE im AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCD CONSTRUCTION PRODUCTS. , r--I t.----- -�—•-6 1f4"- � 1' € .R� � I �a2D0' •---�-^-�i ! _ !•" - ��' MAX_ FOR A YNpVa SPEED AS REODHr80 BY THE JURI501CTION 1VTIEI THESE SHUTTERS WAIL NSTALLED AND) FORA OI7ECTK€NN1iY FACTOR.ItdF0.B5..USN9 ASCE 7-46 AND SHALL, NOT E%CEEd THE MA%11IIK1 :(AS,D.) - tf4-a LAG SCREI:rB PER N.D.S. i '� MAX. ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B & D Y , 1 kNL - FOR WOOD SEE SECTIONS ON SHEETS t0 & 11 1' MN. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 1.0 19 & 20.. - 7/16`0 , 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. _ °... i V j ,/ .3SD"-+•1 GALIO #COL 41ACNT 1.3ao`--- O O : s-• O ,.. __.- ..Lac_._..... s� IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WAND LOWS DETERMINED PER ASIDE 7-16 » 1 ., �° / 1 ";\ ASTU A.A.-413 ! D.M,+: 2(�. ..4�'{• , {----T-- --'�.• -T-^ �1..--iT__ .._ �• r_�._.� i�' Y..-.1.._,.._ rT_ _.�..a,.......,..�_... C.1) MINMUM TNWrAO[D PENETRATION INTO Y90OD. ' TAPCON ANCHORS SHAu. 1 tl2 AND 2- FOR p.CO PANO.AVO£ PLUS > \ t .: " ----. + # ,. t f T" l--i _w, , I -t• -�---1 ..-. f r i---I , , T ---. ..., p~. Q SHALL BE FIRST REDUCED TD ASQ. DESIGN WIND LOADS BY M7&,TIPLYTNG THEM BY O:B IN LIROER TO A1N pANE1.WAf FEAtALE N. /J 0.036' .LION. THICK HEMMED / i. t HWM /�.�,. .�^� i M CONROE THESE VN/ VAX (ASD) OEM PRESSURE RATit 1NDICAiffi ON SHEETS 7 TIM 12. 14. 13, 16. 19 & 20. � 1 � 2.137` 4ALVA = STEEL. EDGE g, jl � j� i CJ` z` � MEO OALv. EDGE , �l �, +,� , [ R ).}ULpi., f � 0.2) MINIMUM THRIAOEO PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT STALL BE 1 1/2•. NO hWFADEO T 2.CO0' -2°F ! Lip iYP. \ ^r @D @ IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIMED AS PART OF THE REQUIRED THRE Alm PENETRA11Wi. � f MW - OF" low" QETAI. A.J � am \ I DETAIL A,, � � 100 c STRESS FOR WIND LOADS WAS ET. USED N THEIR ANA.YM FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN - EDGE G-6a GM.Y. - .. ACCORDANCE WITH N.D.S. 201a C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHML BE AS IN(WATED IN THIS DRAWING LDETAIL A 46.8 , L.9ETAB• A , -45.8' j f i ® STORY PANEL'S A0111U FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF _ _ _ _ _.. _ _.- -_._ _ _._. _ _ _ . _ _ __ - _ _ . _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _._ THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 46-SM, 96-570 & 96-T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 516'. 1/4' I-20 SCREWS USED SHIM. BE 1 1/2• LONG WWIRIM `-'-).35�0 ^ i.31S4` Yam. &A`._. IENiSiRAdIDM TESTING LAB. INC., REPORTS r2032 & 02126 . AS. PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WIMLS WITH NO STUCCO.-'---*i f 'sx iy W = ...1 [�1 STORM PANEL d END STORM PANEL �$$i � in X AS Wfl1 A5 AMERYCAN TEST. tA.B # SOUTH FLORIDA REPORT 18219.01 -09. A5 PER'TAS 201. TAB 202 AND C3J N CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE EDaSDNG � (� tAL ALUMINUM STANDARDS. WALE ANCHORS SHALL S MONO NED I21 A REACH THE MAN STRUCTURE BEHIND SUCH PANES, ZI&7•..._-...� 2. ALL N.UAINUM rXiRUSIIN5 TO BE 6063•-T6 ALLOY AND tELIPER. (LINt;ESs OTHERWISE NOTED). SEE SHEET z. ANCHORAGE 6WLI. BE AS MENTIONED IN CA). c.2) & C.<) ,+• � i."•- l 3. ALL ALUMINUM AT CLOSURES NUM SHEET METAL USED LOS RES SHALL HAVE 3TO5-•N14 ALLOY, (0) ANCHORS SiLN-I. BE INSTALLED FOLLOWING All OF 7#fE RECOMMENDATIONS AND SPECIFICATIONS � THE AVOipR"S M4NUFgG9URER. '� ��0y� IMt ..tOO' k O. ,125.---.700 . /.. 1 41r- ,�.: BOLTED PANELS W/ 1f46-2Qe1 J, C ALL STEER. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY E TEE.. ASTM A-W3 GRADE 5o MINIM , O-60 M' fXiD � O. t ) 20 & PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN r%N SECTOR 3 7HRWGN TO (SFiEE1S a ""` ""_""".' 1.280 O> T'- 9 gF,7 304 SEPoFS r`" _ UNBOLTED PANELS (� OALVAIZED STEEL DESIGNATION W/FY- 56.3 kVi (AF1ER ROLLED). � W/HEIGFD EDGE l � .Mao' R a , N .125'1,"'r�S. 5Ro linewn s.S. 5RA &VE�, � t � -.,, :55. MS. BOLT w/ 7/9" . 3/32' i.+ •'" THROUGH, 6) i7RCF3YT YHAT HEADERS & ® SHALL NOT USED. �'i {� },' TD NNIaE a m AHetE o �q (SEE sEc1i0FNs As 'NtHGNUTs O EA. OVERLAP '- 5. ALL SCREWS TO BE STAINLESS STEEI. 304 OR 316 AM SERIS OR CORROSION RESISTANT COATM CMBON STEEL AS PER � 12 T/2' QLC. 12 ill• OF. i f APPLICABLE) ` (sEE SECTIONS As APPLICABLE) � ON SOOI6 Wl 50 Wi YOM STRENGTH .WO 90 kd TENSILE STRENGTH & SHALL COMPLY W/ FLORIN BUILDING CODE 9: R SNN.L 6E THE fiES+Otr51DILfTY OF tF1E CONTRACTOR i9 VERIFY THE SOUNDNESS OF TNff STRUCTURE WHERE SHUTTER IS TO t0.06' .T : 093• I t { U SECTION 2411.3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAAME � " { � 3.373' �, OV3. l p.00O• 1.SW' 1~ BUILD"m2725" 1 SEE ` t)39' Tf.'. V'I �) S. BOLTS TO ASTM A-307 GALVANIZED STEEL. OR N51 304 SERIES STAINLESS STEEL, WITH 38 foi WlaMl91 YIELD j i ,a93' ' DENIAL 7 (�1�.c. {{ i DEi 1 .( �c STRENGTH. iQ. EAOR REQUIRE S10RM PANEL 11RTF1 IENCiHS HhQi 8'-B TI4ftOLlG7N 12•-4'. 15 PER SECTIONS a a 9 & 10 AND ALTERNATIVES OW, ./Q.250^ I 2.125" .. R 0. 375 9W &LOW ON SHEETS 3, 6 & 12 RESPECTIVELY; SHALL HAYS A LEGIBLE AND READILY VISIBLE MARKING WSTRUCTING OWNER OR R a 375 `� �,T L >✓ lu .Q 7. ANCHORS TO WALL SiAl1 BE AS FOLLOWS: TEHANr TO SECURE PAWLS WITH APPLICABLE REINFORCEMENT BIIRtHXH PERIODS OF HURRICANE WAIMN0. "~ {�{aw 1fV/..ry- }p1i. , .- * i'.S2S" (A) " 11. THE INSTALLATION CONTRACTOR IS TO SZVCAVLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH L...>. -7 /1,gi R `,Ayl'' 5 Mara:_ 1-..-1.500.-. Ek.•-..1, /lL/P j#j 7 , '� ,: �' 0 O 1/4 0 TOWN ANCHORS AS MANUFACTURED BY LT.W. SUILDi , [NO, (Min.. re-3192 y:&Q THE BUILDING TO PREVENT WINO/RAN INTRUSION. 154I1i;"%IR:Ifi�!ttilf-011h A L---2:00 !2%;+ �2, ".""" �r¢,� f i _ q l v � 1/4 t . 7/8" CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.. (MIN: 11-3000 Fla!) IJEI D jijj.. ..( ,A.:✓ _ �.. _- ._. .._ __... : .._ _.. .. _. -» _. I ,yK 1/4.0 . 3/4• SOLID -SET' ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO. 18. STORM PANE. NSTALATXNN S14 LL COMPLY WITH SPECS IND"M IN THIS OAWING PLUS ANY BUILDING AND 20HNG TEGNA'RONS RQutim ctormix •EMITS OF PANEL'S ALYL fE.y� l V . (MUn. ra- GOD P.-L) PROVIDED BY THE J LION WHERE PERMrr R APPLIED TO. END UP w/ HDNEQ EDGE. i 9 3 i"hW MEAGER 3 ' '4 IIfWFRhf ANGLE 4�A ANGLE WITH STUD � ANi'tt,.(:' WITH 4 -F 6 4 6 � p v > /1 iNL PNEI6ATE FEMRAIE & PANEIIMTE PLUS ANCHORS, AS MANUFACTURED BY 1].CO CON57RlICTION PRODUCTS. 13. (0) THIS PRODUCT EVALUATION DOCUMENT (PIZ,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOIItMT10N (N.T.S) �.i fIF_YERSE $TUG � �•��' � 1 3, MAX_ , L,_3• (MIN, f'c-335o Istj FORA SITE SPECIFIC PROJECT: i.e- WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.- f 1. --+ 1/$. 2f4. 3/4. 4/4, SfS, 7f5, i LNa.--1 . i/4"a CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (rc-3600 0...i.) "—? SM to.I 1W/10. 25Y/10. 3WJ10, 4Wfi0. 6f5 - O A. 1) YINMUY fA18EDMENT OF TAPCCN ANCHORS INTO POURED CONCRETE STALL 1 3/4": 2' FOR PNVE1l1ATE FT:'MALE (D) (:OEfIRACROR 70 FOR THE SEECnON, PURCHASE AND INSULUTDON INCLUDING LIFE SAFELY OF THIS PRODUCT 1/14 & 2/14 .3T4' sw 18, SW - BASED ON THIS P.E.O. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. E--� • ..., •0g6• ,374' 750--... f /11 & 7W/11 O O _ yPNN#1 ' - ' .188'^kt , •r°' 10' i 1 4`Y-2a Sao SEAI8 A NC1iOtS:.. FOR CONCRETE SEE SCHEDULE ON SHEETS B & 9 ,O = PNNEYALTE PLUS AND 1 1/4- FOR CF TAP -OOP ANCHORS. CONSTRUCTION SAFETY AT SITE IS TEE COMTPACfONN'S RESPONSIBILITY. :3Ba- 11'U . TOP EM T"-' • . a IW&TEa TO F'OR WOOD SEE 5ECEtOMS ON SHEETS 1p & Tt r ,a-, M L A2}. CALK-N &SOLID -SET ANCHORS SHALL !E EMBEDDED 7f6` INTO THE POURED CONCRETE. NO EMBEDMENT INTO (a) THIS PRODUCT EVAUARON DOCUMENT WILL BE OM45IGE M INVALO iF MODIFIED. I.407-7.063` .375' ♦ ,..2 O". .640' ANAE • !2 1/2' O.O, STUCC SHALL BE PERMITTED, 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MNNUM SHOULD STUCCO EXIST, ; •6�' l '-' _.,i r, _ O NO 1" MINIMUM FOR WALLS WITH NO.STU000. AND MAY. BE HEADED SCREWS OR ALL RNRUJ EI.OED SCREWS W/0 HEAD, (d) 51'I'E SPECIFIC iPROiECHS.SHALL PREPAREa. BY A FLORIDA REGISTERED EPN:IER£R OR ARCHITECT WHICH WILL 9E'LYXVE THE J , i 1.671` j _ 1.671" - i.,; > > AI• -- an WITH WING NUTS. ENGINEER OF RECORD (EOJt) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE ! , I�i- '39D' i.b¢3' 5,343 �"A;062' PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING A5 A DELEGATED ENGINEER TO THE I 6. tB9 Mffi.E MR I 093 - . 1,Oi5 £-''y-T, A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PAMELS• PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.EO• ENGNEER. INJ..5UBYiT YO THIS LATTER THE SITE SPECIFIC OAw1r7G5 FOR REYd:W, i LOCARWN a _ REGULAR STORM PANES � ELEVATION EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STFU GTURE BEHIND SUCH ! EVERY PAND. OYEMlB 'fir 1 _" "-'� N.T.S. PANELS. ANCHORAGE SHALL BE AS MENROIED IN At) AND 9N A2). (0) ENGINEER PLED. SHALL REAR THE NA47E AND ORK)NAL -SEAL. AND 5KNA1t1RE OF THE PROFESSIONAL 1 ,B25's 2'�•—•' IAPP:) ENY9tNEER � AECO(d7 THAT PREPARED R. � � Kt'T HOLE WASI{ER (a) TO 471 nw 92 9D: 7.000' „ r • 267 1/4' Ym. CAP tl4' a TAPCON ANCHORS A$ MANUFACTURED BY i. T. W. BUI OEX, INC. 74_ PANELSHUTTSt MANUFACTURER'S ACCORD LABEL SWILL 6E LOCATED ON A READILY BUILDIISIBLENG LOCATION I AT LABEL +,, �• Mac � � (� � - 1/4^ a . 7/8' CMX-N ANCHORS. As MANUFACILMEa BY DEWALT INC. (MAN. rs-1500 J.) PANEL SHu1TER N ACCORDANCE OPENING. SECTOR KS TO C OF FLORIDAITHSECTION 1 091 ONEOF LABEL TRaGK >1LNC•E e 6� 3/8 TRACK tTL1�ATN�L,�PL��AT DA P•* FLORIDAPLACED FOR EVERY OPE7ANG. LABEIlNO TO COMPLY WITH SECTOR 1709.93 OF THE GALVANIZED STEEL .344`a Ay14.iwiN SEt iRYaNl.,r= - 1/4'a % 3/4- SOJO-SET ANCHORS. ,t5 DISTRIBUTED BY ALL POINT SCREW. BOLT $ 5PERAV.TY CO. FLORBUILDING CODE. a.OS6" (Y9n.) .094' (MM. WRAP .1 YIR,OLE VN=L'Yj N+ - %14-aO ZNFLMAIE FEMALE IO AND PANELMATE PLUS ANCHOR& AS MANUFACTURED BY ELCO CONSTRUCTION THLS OPAwNG SHALL ONLY BE. USED TO ! flV,. i5' 1rXN AGA R TAT PROOVCIS (MN. ro-2671 ".I.) �,�y�Nw,01voHHNNy„ oBa41FN QERMBS N THE STATE OF FLARIDA 1. •.�,�,''' ii' N�'' MA) 4GAP iDLP. 1/4- a CF TAP-CPEP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION ""�k,R A. 77,r N ,375"• . 3B-a .BIS'0 _ _ .i i • ND. 441$7 T a '`riQ UT SA MINIMUM EMBEDMENT OF-TAPCON .ANCHORS, ELCO PAkETAWTES AND CF TAP -GRIP ANCHOR. INTO THE �; �N FLORIDA BUlLDFNG COPE (High VaRocM' NMTriaon• Zprre � i .37s' s ;:,� ; ''•• J9. FLORIDA BUELDING CODE N h V•117a Mu1T-laprls Zone BLOCK UNIT SHALL IE 1 1/4'. • . _.. i*: Tt FLORIDA 91JUiNG CODE (High Vekcl.. NMFH1ccn• Zone -- rt�o es We 20 GAGE GALVANIZED STEEL STORM PANEL Fr' ! p83 NFCKfL � aF !NNE STATE .00 T&TIM W_ F.P. yT ; ouaa I%= Via. 20 DACE OALYANIZED STEEL STORM PANEL Fr: e2) CALK -IN & SOUR-S£i ANCHORS 5EW1 BE EMBEDDED 7/e INTO THE CONCRETE 1ilACK tNIT. No EAIB�NO 4 167 T i25 ta7s• TE0 W NG NUR '•. 20 CAGE DALVARM STEEL STORM PANEL WAN Or. ND 4Ni1ii7 . DRWN 4N: P; INTO STUCCO sRu.1E PERMITTED. 1/4• s-zG SCREWS USED SWLL BE I i/z• LONG YN9RUM sH0U1>S GLOBAL t3ROTECTION PRODUCT$, LLC. °If4°/'0'0 I i gotKEY • 0,1:•., O �' --� - _ �, msr, AND 1` u9NIWJMI FOR WALLS Wvnl No stucco. } o: S7AT OF �. E C a TNc. .E , F m/Yry�o SECT19N A—.-�L ; GLOBALPROTECTION PRODUCTS U.C. AMID Si. 1, SrAw . AT PANEj, ay s ' /► /� GL09AL PR1}TI:t:TiON PRODUCTS, LLC. I9 Ass ATE 4 4 F1 ITS NXIa►Atrc H4uK. FL sw,. �. ' M 1M E C V ENC.-.,y"�'".,. :•4r 'li la O EN i. 4M sv. 6a sip&cr , ZZ' ` .., 0R T)p• ,r'• Aa aw M sa Dox %dCw wWa. n Ar,w I+XiA1E rAIA -TSNA FAw S2s471�-s»1 2D-178 fiu'L e2w1XYXI„ 4t ti svi4 4 ii QR1 • 'TMiR & INK. lL 33314 2{i'-176 ,y- r.. r PC0 YPP ,uo wP x izu m.w, ,n.. -,mow ua . M M 0,041 NW V LOUT aW W. sr sa WIPr aewa, mra PNOhE DC54k�-T6+6e FAx: (0001111 T27 20-176 ,N" '•,. ( )00Vo 7 H0. RIu (V64�cNV "61,�+1'fQ > wwsW«ATIWN+iE CA IV MI14UM ANGLE %%%" W Ao1�NN: Ape qV,A +YA , DIALER A TRli ihi. FE. , ba - _ (1) L-A7 l ,ws .Pal iN-nZ . is a 1,� F,M6,1 ♦'� KW 31R A,1» BOIL YWRNF. HLJ:Y iMDE: I64 l - Man, 1 or 21 • 7J65a.3132' Ati19ElER (3TAI"IS GA-aL'6lrio ,� r aar 1b.. .r.. gLV'Na Na �•y� U(A ....... � „�+..; � i?ofN m w pop arwa„ , .. ,Pr.« �.,.. Ml1RA A Jr.. P.0 ` SMELT, OR NITRIC PLAYED STEBW= .E. NtMl1N4MatMWLM1E A TtIR dc.$.[. P F IBM 2'6F 24 NNN _ . Milan 3 Or 26 EXISRNG POURED - - 1 I,. CONCRETE iiwuvllb� p \\ R T • 9 N 1 112 I/r0i i I I �FAW GUWL 1 S ' 6 �i S ) a ° N • I. E+flA' sRD • rv,rnan an„ern � 1. Ta i/Y aC r , fw• ... • .. tl . . 4L r. 0 n. a �T�yi •�1F 'iT•311i�I'iG. SCALE 31B.1" E D. r EDGE DISTANCE (SEE SCHEDULE ON SHEETS 6 & 9) N��YBINA'TI TOP & SCI TOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUiT ANY 1NS'TALLATION. 1 i •• t• .11 . T 9) CONROE ANCNOX9 Virus a INWo aW+� 9) j SCALE 31e+1' r IINc • NET# 1" WIDE . MARE$ , ijit" ! TACK ALUM TUBE OR T' . f3OS7IN6 SNCCOJ P.T. WOOD PLATE SPACER / • NEW 1' FADE . VARUS . 1/8' AUK TUBE OR I• a VARIES r,PT. Wp08 TRACK PLATE SPACER BERm+a • i Daum (H�Ei'ls XAi� 9 E' i ..F 1 y C-r 1E NI MPII 1 ' CONCRETE £ COOL fPY.tAA r9� SVrDlli CO1CKM &OCK Wl9L 9R' i aIsL1eP.r a.A h 3 Lbx. REQUIRED. r 1MOM Haul x/► �TMAIL FOR SE&= REQUIRED AT-11 NE'MI'F b'F"3i� I 1' 1-I DN AV 4 I 3 i iP�+�r oe moo r 1''P•wP,, _ alit. � • ,r ae ® I i11 r°"Y.6 w4 L aW 2 I 1 �.7! '..-...a. a.-. SGAI,E 3fR6i•1' tW-O Na.an-rw+uee �aP� scNE 3Ri6-r' jaY.,AM - r.r:. err Aqi°,R Rr 1 ;Waa. • Ir ¢ teal Lt (VN�1K;jt_Y 4.i i Vr �IMttDpN JJ YY'LWD A9E- lJ-0\. ,• 1 1 � iBaRO . I 1 � 1l4 L CASE c CPLANI CPSE �- i i Sr.AF 31t6-1' D IPLINI e�,�SCNE 3ft6-t' 4'a- 4'31 ,tg•�MT•a09p6�f,�dt WY•a� 11 T _ /4.*-- ! a w •;�w3Msr \` ,�a1b 4.�A mi' dam'.'. FRm A �•� q'L+> 4�4N N AV 1.Rt BUILD gig 11,11TING SCALE 3/a-1" E.D. r EODE DEiiANCE � Wu 9EKR Lu1 c• WemJ (sEE scHEllULE ON l f °P� CASE F !PLAN) SHEETS a & 9) i tl.E 3/T6-1" t I' = MR 90MINUMMOF SF_CiIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT MyE ff )f INSTALLATION. 5ClLE sl 6-7" $ 0='KAM W' 20 USE CALVANIZEDD STEEL STORM PANEL F' 44167 zN 1 * T1? Qe� m/2I/t T I. B C O INe. GLOBAL PROTEo I%A 6 PRODUCTS, aAT4 • 4NWa tt.HY. 61 rower 1• . T14M7 W CaLIPANY DAME, FL 33311 T4 RID • Ma. s„ s,. as WdAA e.%ee ,L ,a,,. taID.O DISOWN, FADe (a647dea.•I,97. 20-176 +4w,G.4 m-,6'!a, /i., pM7 Ra-MpY In r M :aft 1>Rt,A4 Hx N 1DA1C. WMTL'M's o+-w • _ 1N93D 6 dr 21 E.D. EDGE DISTANCE - 9NAn.1 IIE rar°tlorN4:; (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. &T Fur j I � 1 cONCRETB. AN"M I_.._. asDM3WlE ON )ROPER OR ANCHORS: FOR WOOD S E SEE IONSSCHEDULE ON SHIM 9 FOR CONCRETE SEE SECTIONS SHEET Iz —1Cn -4-0 zer j t' W., (IAH ONE6M -1 W1Ul£ WILLM 6. s. 111,61 wo NB w* it f-Ii n - I__-___ 1 � OFV 4 VJ i I 11 1 1 M�x O � .� � L— g r N Q "i "..W. _ p,� A 9. ill I7rrA.116N0 3" MbK. {3 Ma,. L._O.M.•�)wrtt� Mw tTTN/i2 t" Mtn.``. I ` 1' AMCbRS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 -1 i - -. - CD FOR WOOD SEE SECTIONS ON SHEET 12 aa� REGULAR STORM PANEtS_(� R ,6A1 ELEVATION v I SCALE 3/32" O L 1/4' MAX. GAP L 2.67' .� Para aaaAa -7 YAsxE VALLEi 1/4" MAX. u!/�-....�. SECTION A -A +c' M.) v! SCALE 3/32-., W W FLORIDA BUILDING CODE N h V•loci Hu cons Yon. Q ��� N 29ia WLtuD. AK 2D BADE CALVAlOZEO STEEL STORM PANEL F.P1mm ft z �.rGLOBAL PROTECTM PRODUCTS. U.C. °! 11AX.}8 1 L E C O LNG. 41011 $111. si mm z . N.w,t. aaN,a +1AmrM oboe, a fliR• PR7PU-'II6N)B-OWE, 75m tlp4)eM1-679)' 20-•178 n-.P , pow 4n-tot.. r-, pmN m- ,r 4Ht:rI Am Mx TVIFVOAiE WAI.TtauA-lMttflJlr f P.E. :. , to R - ' IRN,`T a 9r 1e J d SHEET N0. SH 1.0 SLANT 4 ate . WINI MI 9 6 i ;.III111 ►.k 111 Um RAM WAll NI'm 8 -i na or CAL LOND111N0 uuI 1 I[)N srs4reut F FeHUBF3�.n . & 93 LGN N"�'AM0 m TNLEI 4 Hla.. wLum SPAN (Ft.) • REOUM 161E TUOE MULLION C-Q` 2' a 3' a 1/S' > W-r To W-W 2' . 4' . iAr > 3'-e To 6'-1O" 2' . 3' . 1187E 2' . 4'. Ile a C-1o° To 6'-D' r . 8" A 1/9' �. UP TTI +66.0 /., -a72.F URE p, PRESSRI1tDHi •• IYpNPAW T� $ SECTION I PARA4EL WALE 315-1' NOTE. MULLION CAN ALSO BE PCIALLEO W/O SI M PANDS ON TOP DIVE PAf61..SD THAT OOPDW W/ LOCATED Tw loop AT TOP OR BOTTOM OFOPENING. eurw INSTALLATION -• ALTERNA 7WE i1# SCALE; 1/4` « 1- WALL M0WrfM NSTAL.UAM - tLMMATWE 2W STALE: 1/4• . 1- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +S&5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B", 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M MOUNTINGS CAN BE ANY WAY TO SUIT ANY CONCRETE ANCHORS (SEE sONEDULE SHEET 14) J CONCOEiE AICFORS (SEE SC 0SHEET xH1 CONCRETE ANCHORS (SEE R1HE.) SHEET ON ►a N eD cokvwm 1 i`f !L•� wAu iiOLIN'fLNG BZSTALLATION - ALTERLIA7tYF. 3W Dry r• 1/r - I, COMOION} WALL l�ifOUPMNG INSTALLATION WAU AND FLOOR YOWIMING INSTALLATION �n 3,iyt QN I SCALE: 3j8• - T' - SEC3=iON 2 SCALE: 3/8• - 1" ffQYTES ON I_IF'F SAFETY STORY. PANEL. SYSTEM INR`T [ AIM -: I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN BETWEEN END PANELS). UFE SAFETY PANELS WAY OR MAY NOT BE NSTALE0 ADAA" TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) 2. LIFE SAFETY STOt� PANEL CONSISTS OF 0,039" GALVANIZED STEEL STORM PANEL AS PER COMPONENT SHEET 2 of omwm. TFDS PIWEL N.LOWS ITSELF TO BE REIAOW OR INSTALM FROM THE INSIDE OF STRUCTURE. 3 BE COIN SHEET 2 OF THIS DRAMNG. GENT 0 & BOTTOM TRAGIC TO COMPONENT Y BE INSTALLED WALL. OR FLOOR MOUNTED FOLLOWING SECTIONS 1 & 2 ON TAGS SHEET, AS WELL AS DETARLS t $ 2 ONSHEFf 14, ++� asy�R�,.t•v 4. Min. LENGTH FOR COMPONENT ®6 IS'. NGx. ANCHOR SPACNG fOR COMPONENT �ANCFgRAGE AT BOTTOM IS GIVEN. ON SCHEDt/LES j� & Z. SHEET 14. � ,* . COMPONEM ®YAY � PERMANENT OR iffiAIWABLE S. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BIALONGS ON 15. - .Q % H''• SHEET S. SEE SHEET 4 FOR OVAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TRACKS MWALLEO ADJACENT AND SI:NDNO TO STUCCO/WDOp BAiiOS.. AAII CEIUNQ A f jQQR MOUNTING WALL A FLOOR MOUNTING INST IM - ALTERNATWE AW INSTALLATIONS - ALTERNATM (SECTION AT 70P IS LIMBED TO +55.5-57.0 MAX. SCALEI 1/4- - 1` A.S.D. DESIGN PRESSURE RATING) SCALE. 1/4- - r >ryvpr 25iP..oD 4Ne a.A SCWA,e9 PP IIWY, AIA.•FD a�taxL o,DwW,P aca fIOOR Y[}LNI1114C. INSTAU.AjI/}N • N SAW SCALE. 1/4' - I - FOR FOROR WOW SMW 5EEEE SESEE,CTION oNON SHEET 16 ON WET, 14• (� 1. 2 & iW/15 'I 1 r P/15 LOCATION ! L.,. AREA W/W LIFE SAFM PANELS ..-I CALMWAt W In swm PANm LOCATION OF LIFE IEEE NOTE IBM'* i.e. REOILM PANELS W/ OR _ SAFE. PANEL ..._,d W/O REOIAAN TRAt,3{S (SEE NOTE 1 •••,•,""••,•••••�• BELOI/) • LAST IANIEl [IT ro 8E RLtiT+LLLEU As Q., OPTION il FOR WEE S LIFE SAFELY PAEL OPENNIG SN41 ALISA75 eE INIOADED wl Rc9t NANOE '� 70 FACL . IIb7ALU7CN W 9(fENOfD INSIA.= OR ROXWED FROM INSINE ELEVATION MBE SCALE 3/32"-1' CAP 1 B fkT MER10R PANW. $ 0N SEE NOTE t) ATE�G SECTION 8-8 SCALE 3/32.-t• MAXiMUM A.S.Q. DESIGN j IRMURE RONG (a z.f.) AND QQRRLMNDING MAMM PANE1. =4TiL"'L" SCHEDULE NA,n reNv en. D.uP,afA sIr] NtSTMNATWAR Aa Lmo #wrtswe , T,4n„ ,n t-, eL,es>e # A . ct RRI]NG . i:7kEL N Ca ., Y W +55A -720 r-W GR LESS 2 tf4• LRbO.7ED 1 TNAU 3 It 7 +55.5. -]20 >7'-3' TO 8'-8" Y•,. 2 J/4° LNA90L719 1 T10Ri b & 7 +30A. -no W-B' TO tt Y m- 2 1/2" • AT D� 6 +43A, -48.0 12'-4' OR LEM 3 Ile ° + �� 4 9 & 10 • OWED Tf/ t11Vf-21hR' sS. NA A WWW AT 6tiFAI.+P A MOWN OF PANG. (t O ONLY FOR PANELS {t}& th INSTALLATIONS AS FIR SECTIONS 1 THRU 7. ON SHOrM 4 At 5) At4ti1AM ADD. DEEM RAIM ((m.E) MNOWIN MOONS SPACING FOR ED, - 3. 11r « SCCYOIK r% & MWAIM OF MWA N PANG. t` (R.) TAPOW CF IAP-GRW flit( -IN PANELUM FTNAE D ANN" IE RUG 70 WiKAE7F TO CONCRETE TO C TO CONCRETE 70 CONNMIME ,0 CONd57E COtI E TO.ANY W4CREM r NIA N/A N/A 0" VA AI/A 0` WA f (TM r it NIA R/A 11. 9' 0" 8' 8' r I (OOnw . B` AL/A NAA N/A 6' N/A B` N/A tv iN/A 2 (TOP) r WA N/A N/A I r WA 5" WA 6' N/A 2 (Bp,1pQ .5", -72.0 r WA N/A N/A 4' N/A 5' N/A 6' K/A 3 At 4 CTOP) T-V OR LESS OR L65 6• S. N/A N/A 6' r r •' •� •" 3 (011110 0 B' WA WA N/A B' N/A •" N/A 6' N/A 7 (TOP) 6' b' N/A N/A 6' B' 6' r r 6' 4 & 7 (WrW N/A N/A 12. 1/Y 6 1/4- 12 1/2• 5 IletI#' 6 1f4' 8 ift' 0 Sj4' 3 p ) SIT DAM 10 & It FOR ANCHORS PIPE MR NSONIAtIONS INFO SOW FRMIE itUlAp. NMWA ANCHOR SPAS AND INSEAM LOBE DISTANCE ARE ROOMED ON INS SO4VAL IN E0. LESS I NN I DSwra) ON Salim" REDUCE mcpw 90=0 BY WM WLYNO Swill; SHOWN ON SCHEDULE IN THE F&AMW FAC10W FOR THIS OPEWW TO AL PO MLE ROOM $K-OW WOW= USM WOR Si WI. NOT K LETS 1,1414 ill$" N>ED FOR OWN ANCHOR T1#!R ANCNORS LOOM MOTOR TIPL t/4Y 1/AS TIC- 1 1/4'11 I/4'. 1/4'. iWOSFL. 0>DPMWW' aw" nIM-2Cf 1RL.AHRm WW WA 3.. 1 } } 2 ,n' 3 -tow,_ Po.m,tL s 3 3 - 3 3 204 "Atw Wea.03d AUK SM OW NNWplpiDlt 2 yr An 3• 1m 1A0 tm .O 1, - im tm 1m u3cm UP NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.B.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-W. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF DM OR EQUAL & BOTTOM MOUNTINGS CAN BE TINED IN ANY WAY TO SUIT ANY I t I 4 •I. •r . �. :r'a:r•7zr#14H _. _ _id S) S1UDS (12 1/2' O- 70 HOLD PA W. (lASE 3' WO. {CASE' NASA PRESSURE RUM f-LIaxK wm Or YM-O"P cWR-N PMRULHE FEW ID PNEtWtE FU6 wmm # C Co oftio N of TERM wInNUM PAINS. LENNt1 'L' 411.} TO E TO tOilcR:tE OSNi CIE BLDdL N DOHkRET[ LX" ro FiNCREtE MSDCK rocoo= INACN SS,D. -720 6" N/A N/A N/A 8' N/A 8' N/A 8- NIA I & 2 (TOP) S-O. OR LESS 9' T 9' Q' 9" 9' 8' S• 9' 9' I. (BOTTOM) +55.0 -72.0 6' N/A N/A N/A a N/A 6' OVA 5' N/A 1 & 2 (TOP) 7'-6` 9' S' g• 6' 9" 7 1/2' 9" 9' 9` 9` 1 (BOTTOM) +55.0 -72.00• 8" N/A N/A, N/A 8' N/A 6` WA6' N/A 1 & 2 (TOR) 7'-6` TO 8'-B". 4• g• 6' 4•.LEER• 8` 8• 1: (80TTOM) NAt DASD. PR MWO at " (SBq 9 ISMS' LR FSW LOP a ARE) Cffi F (3110 & 3• IGn FRgI RCP Of kQEj �IUCA�E � YB�lTIO MAxIhRGM PAptEL I:EtiG1Ti L' (R.) T -w TO +49.2 --61.5 3°i 3" 4 1 4 1, 2' 2 (BOTTOM) 7*-6. OR LESS +52.8 -0.0 3` 3". 4' 4' 2 (BOTTOM) r-6" QR LE55.. +SS,O -72.0 2 1/2" 2 1Ir 4` 2 (BOTTOM) 7`_W OR LESS +55.0 -72.0 2 1/2" 2 I/2` N/A NfA 2 (BOTToM) 7'-6' TQ 6'-0» +55.0 -72.0 N/A N/A 3' 3' 2 (BOTTOM) _ 7`-6' i0 8'-8' ALTERNATE LOCATION ATM PANEL f/4' I I€i SEE t I SEE �-INFEAWR PANEL `-END PANEL � 4= SC71EpWE 4.-3 •.•^ L j2 FOR S12 MR 3'=.. . ARCHON MmL ANOIDB.. � PACING SPACING QETAIL 2 F QM MQUN,TjJ J AI�,��ION (APPLICABLE TO SCHEDULE 2) SCALE 311ir R 1" MAXIMUM A.S•11, MIGN PRESSURE RATING (p a.f,;) AND CORRESPONDING MAXIMUM PANEj, LENGTH "L" SCHEDULE topu('Awc YDWS To SELRbNS 1 B P Pot`. R/ AM FM IJMSWVXA1ORIA PAV1 d:ON SKEET 131E ,WOWAN AAA OEM Atasm WIND ller: LDan, MNVJW TO aAo3 rA1Dlm1 ♦MA, -720 Y-B` 3-3/F L4lR1ED. 6 BISD T hFE SPAC SEE SIM 15 FOR AN6nRS & RM OR AllOgIG INTO WD00 FTlilli ilIDRML IM9wAW ANCHOR S"C6i45 OAF MOWN SM DISIMM AM *C ATED ON I1.S SCHEOAE ION, EA LM 1WW rM4W ON SO WI E REDUCE ANCHOR RACNG IM WLMYM SPACW SHOWN ON SUNDAE BY THE FOUGRND FACTORS. FOR PUS OPERKDON TO 8E POSSIBLE, REOIICED S7mm iBL mm OEM rx" S,W.L NOT w LESS SINK wo" WACBO NDOAED FOR FAIN AIL" 7m A ANCHORS LFDOO. _ ANCHOR,wow t/41L //4. 1l4U 1/s i 1/4. w,AP-aw avx•.N 1N MFNGW: amm 00 a 3 3 3 2 1/2..... •wa9MNtR (•� 3 a. S a 3 R•pWWLT. Ned, (Am) 3 3 3,.1/2 1 3 in a AN&MOMONNO III = 21 7 t INNS - Im ,_ ,. .. _,i1 fti .:->. . i:.;, •• _ y N1:e.: t..a. ,. ,Sae. AS.o. Dow WNW A04M SPAM POR LM - 3 1/8' TC STD If k. MAIO9l9/ PMIEI:. wCom I-- TAP -Ow : ow-N PAHTFEAAIE FEIRILE O PAN6EMTE PLUS SOLO SIT PKWM WIND (,>40 TO 00NCRETE 'TO EE41omm sm TO CONCRETE - WHArTS am to CONCRETE Cow,cffam IROL7I- TO NbF Owm CWNro iF BLOCK TOCorcRETE CONCRETE TE ROCK ro t fE cazNltE BLOCK ANY *01ARKNOITION 1: LENOTN 'L• {R.) 6' N/A N/A N/A 8" N/A. 6" N/A 5. N/A N/A N/A 1 (TOP) 6" 4- NIA N/A 8' 6' 8' 6' 6' 8" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 6" N/A 8" MIA 6• N/A N/A N/A 2 (TO') dr N/A N/A N/A: 6• N/A: S' N/A 5" N/A N/A N/A 2 (BOTTOM) -72:0 6" N/A.. N/A.. N/A 6" N/A.. 6" N/A 6•. N/A N/A N/A 3 & 4 (TOP) >7'-5" TO W-6'. OR LESS 6'... 4' NSA. N/,A.. a 6; 6• 6" 6' 8' N/A N/A 3 (SOTr0M) V N/A N/A NIA 8" N/A 6" N/A 6" N/A N/A N/A 7 (TOP) r 4' N/A N/A 6" 6" 6' 6' 6" 6' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2' 1 8 1/4' 1 12 1/2' 6 1/4' 1 B 1/4' 6 1/4' 6 1/4• 5 1/4 N/A N/A 5 CTOP/BOTTOW) +50.0, -53.3 N/A N/A 12 1/2" 6 1.f4" 12 1/2' 6 t/V 6 S11V 6 1/4' 6 1/4' 6 1/4' N/A N/A 6 CTOP/60TTOM) 6'-8' TO Ti'-2' 55.6E -72.0 N/A N/A 6 t/4' N/A 6 1/4" N/A- 6 1/4" 6 1/4". 6 1/4- 6 1/4` N/A N/A 6 (TOP/BOTTOM) '-•S" TO 11'-2' N/A. N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4" 8. 1/4" 6 1/4- B• 9, 1D (TOP). .8 _4&O 6" -4' NIA NIA N/A N/A N/A N/A B" 6' 6 7j4" B 1/4' 8 (BOTTOM) OR 08E Fcc 6" 4" N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4` 1 6 1/4' 9 (BOTTOM) 12'-4" LESS NjA N/A N/A NfA N/A NfA NIA N/A 6 1/1 6 1/4• 6 1/4' 6 1/4' 10 (BOTTOM) SEE SHWS IIX ft AM 12 FOR ANCORS TYK & SPACING FOR NSWUTWIS INTO WDDD FAA[ BLALDOOD. N AMAIN ANCHOR AND MNARM EDGE DISTANCE APE wDIG7TD oN tF� & F'OR Ca LESS THAN NDICATM ON SUMAE REDUCE ANCHOR SPACNO By WR7PLYpq SPACW9 5Hf3YlN 4Fl 9CNEDULE K THE FIRLOWRN'. FACTORS, FOR M OPFRATIOF TO BE POSWE. REDICED SPYCND 06TWED USNC FA= POLL FACT BE LESS TIM MHMW PROW ROCATO FOR FAITH ANCHOR TOE AT A CHIN LEGEND. Sj4:•.... t/4.4 1/4'. Ile. 1/4i 1/4'• YAPWN CF TAP -ow CNthN SOLD-65'T Mbo ItF>OR SFWO.I9.CRL) } 3 3 '3 2.1/1 S •4'WNdWAtKE O° : (I,j 3 a 3 3 3 3 1/2 0.mW>i O•raNi'BM. (In) 3 3 S T/2 3112 4 3 t/2' AGM tA. ow I®++Lx F A 4F T O R 2.tj1" 0A3 s tm :m - tm A3 - 31 - tm - 1.OP 1m A-T ICI$ fALLATION JNTQ DUAILS FOR REQU AR P_AL EXISTING WOOD STRUCTURES v. I A Cif 14-10 PAAKLMLTE PLUS 8 3 4' O.G. wf 14^-10 PANO.W E PLUS O.C. W/ 1 7/8' 1rv-6Tl 19 lh10 PMEIM IE PLUS 8 tj4' Q.C. Wj 1 7/8' COSTM WOOD flFiiDfR ro �6 A4� p`k4�` omm WOOD HEADEPENETRATION R E%I W HEADER ' tt WOOD HEADETt { J ,REOLWREIr-t O'E1F/ SRO . • IleaG WOOD HEADER I CAW STUD 0 / 24 I e 1%' O.C. %• \ 1 2. I 4 i!C GL M BRED r I , j IE SONFAOE Cm e SEY ON _ t SHEET & .t ' I iIXL tO" I , FOR rAL sPwB LnOH ' _.. 1/41-2nt SA, (SEE NOTE 1) 10 " iNPw PANEL �114Y-Onn' SS (SEE IE7iGD# .._-"-" - NOTE 1) t/aY-NISEI 3,S_ _:: lei Ras. PAIFL LENCF+I (SEE NOTE 1) 3/SY IRNG NW & F1SRY Wt11W - pp i I 3j37' WNB wF -}- --` • EViRf OLDBM I � , A15. W/ 7/Y4 .• " }/Sl' INIS wn • [YTnt QNEIOAP r� i 1 w or o O Y , I Ntiyt' 0 - = EEO. , B R16N SFLO • ; E0 SOT =ENTER tj2. Ea 7AY 4 12 WINO r s 4(( - "_-.-___l-v_. C'•. i �.L..._._.) } t 4'0 LAG SCiMw6 WD00 a : 1 REOUTREO 1 , 2"ss" YFooB PLA 1MTo PNRELMATE PEL75 iMCUNRpD W/ 1 7/6' ii } _ ;. ? ) 2'.4` WO00_PUTE REOUNiED L ( ) 13 KIN. PENETRATION AT M1bwOTN O PLATE i �O:C. POF �TmN a sw - ae ' 2 j} 3 1 srA w' , 1 � ... F A #IOWSNH. O PLATE +� SCALE 3/8-1• - tlGI£S: 3GN.E 3A1-r SG4E 3/8-t` 1. INSTALLATIONS FOR ALTERNATIVES 8W, 9W & ION ONLY VAUD FOR BUILDINGSUP T3,8, O +4-48.0 P.S.F. AND UUILDIN WITH �p,,%tiltNNNot X PDTD 7SZN4iOADS ``It A.'j'iIi/�,W,y, 2. OF WOOD MEMBERS TO BE SOUTHERN �0.55 A EN GEN E NO. SPWnC DENSITY OR EQUAL. PINE FLORIDA BUILDING CODE NT h Velocity NulTicona Zott6 NOTE FOR cglogbi tHl of SECTIONS_; _ z N0. 41 come mFDo. we 20 GAGE GALVANIZED STEEL STORM PANEL • TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY! * * :' _ �• -4•.' - !NIL GCOeme. PR CTION PRODUCiT$a U.�'.. tlerrt Br Ontf yGe INSTALL4TION. _$ ,��[,- +• •' 7 isc 3a R, r. N eon PNaIE {Ss+ T6%.am SLWI $11 STRUT +fWF S,_M l . DpN ai-,NC . I , MN9 m-'9, 20-376 L7MJM NC AAA IiNNi JW SF AN a. Fx,iN.r s ,.Lr. ,t•IWe„ tMli9i A PE. '•"'• A SWEETIE arm INSTALLATION DETAILS FOR OPTION f 1 FOR LIFE SAFETY STORM PANEL SYSTEM tj4tinLAG SGKWS • e ac •/ i INTO EXISTING WOOD STRUCTURES j 8 it 1: m 40 ETt E WOOD ' I , ED _ RfiO1NNFD � RE�.Ot�@ �MItom• ti i!z• Dc I lj IERNATIVE 1 ALTERNATIVE 2 E D1J�• � 10QIa t2 t oc ON SIREN 14 i W. 1 JI a EO EO 1 }-"FOR S7 ! t I E OR EO ! J f - t t T 1 WOO FI,W€ RElI11RE0 ALTERNATIVE 3 A,TER T IA VE 4 a'A4 ! jj , aY VO SWJWS 0 6. O.C. W/ 1 11r ij tip 1�TAUIeO aMmmr. w/ I I t/4'R-20d' S.8 NS: O 6' OA dL ALTER�A���WOOD F������NDITION��A�GHO�LOGATt��� ,j4•+-20 PomADE FELINE o on PAlIE1IAl7E Mdfe • A OA: W t 1/2' N.> i1tNR m 1'ESRTT[70 somm yr - ,• PLATE NOTE : SWAM T&W" NOT SHOWN FOR MOW WALL MQUNTING INSTALISMION ALIERHADVE 1 W LtfS, I. BISE414 NS ARE ONLY WIND FOR & LMM WON GSA. OMON LOADS W to +56.5. -72.0 W AND WOWS UDIDTH UP TO W-8•. 2 FOR NEW WOOD GON41PUCil01t 11D00 ikTNBERS So tE 30UIHEFN PRO W. 2, w/ MC IKNSRY OF oE6 PR EgltY,. N N c/) Co N U O CD s= Q m o 0- .� U _0 cn a) (� (ta (n C O N O LL -0 E OE M L a) Q L�••� ,� O�`.F/^V�F l.L .� VJ 1,-- 0 ��NA�pp Ii ► _ CL cn ( F 1� r Q A, = Q Q Y .� Ali O O ¢ ./ O LU cn V/ ..c co cn U O U r� v , cu LLI = Q z Z Q SHEET NO. S H 1.1 SECTION A -A SCALE 3/tV-1" • i i ' S l 01111142171 \ l Y _ t MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (P.S.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-8. 2 3/4' UNBOLTED SCALE SCALE 5b2tSe 1. INSTALLATIONS ARE d1LY VALO FOR BIALWIGS WITH A.S.O. DESIGN LDII>5 UP TO +SS.S, -72.0 PST AND MUTELY LENGTH 7R TO 6'-11'. & FOR NEW WOOD fRAME CONSTRUCTON: WOW MUMMERS TO9E SOUTHERNOE PNO. 2, w/ sPEcctc oEwsnY OF oas OR EOUAL INSTALLATION DETAILS FOR OPTION #2 EQR LIFE SAFETY STORM PANEL SYSTEM t� INTO EXISTINGPOURED CONCRETE OR CONCRETE BLOCK STRUCTURES b 9'TAPGON ANCHORS O_. GAPCD. ANCHORS - }[4� TAPCON ANCHORS 4er#d CN ANCHORS } �` `9 D.C. PUC9t•ICREFE i ! `' COACAMwCRErE, -.., P�°u mm LOCK REQUIRED R fI Eatt am REIDURED i BOCK REQU97�EDf C0• I a7`1 Ea'! 1 Ylry aTM(1A�e1 W I _ 16, fp.YY�7YWE W i t Yb.g47�,IkxA11�,M"n1��011 W _ 1 "AA,'. In I 1 (•' fM4N Ib 1- lO16q[.eN'r ''- +el®l{E f �� fi- XNaRE I i Y GLSASSS i GL In i Y,x, M/ T/411 • T ! Y.S. W/ 7 - 1 &+ e I TES I ! xht• � _. ,jj I I I 1 N `c`ifir I � tdf+f ! g E.1).t { i E .e e • i f I i i � �Eii* r Y � �E,p_• � i j +/2• - � ,/4 t 20x3f4•s s H S w/ Jx' - � f�//a s-zDxs/.s s Ms WJ --TJ62 1/32 WING NUT WASHER i j_ WING NUT WASHER I ;. I✓ O 12 F/2' O.C. ( ' i •�TJ!'0 A 12' RING .C' 7 F s/s2' KANG (BEYOND) oEL WASHER O tx 1/x•a.c. � I ont NUT WASHER (BerawD) I T „ f/4 TAPWH ANCHORS I 1/4• TAPCON ANCHORS L-,._ f 4 TAMON ANCHORS y f/4' TAPCAN O t i/2 b.C. -'-'i 4 1/2' O.C. 3<' f/2' O,C. "-19ACN0 (5DKGf.`ERED W/ STUD) I (STAG W/ STUD) i • 4 1/2" O.C. -SOURED CONCRETE POURED CONCRETE -?OURM CONCRETE PAIRED CONCRETE ODUMM Ott CONCRETE BLOCK QUIT 0 CONCRETE BLOCK REQUIRED 060CK REQUINIED OR CONCRETE BLOCK WALL MDUNTING INSTALLATION j( IWALLATION WALL MOUNTING INSTALLATION WALL MOUNTIATION � M__0 REL SCALE 3/E'-1' SCALE 3/11'-1*.. SCALE 31r.1• SCALE 3/a-.1" om 1/4•. SPACING FOR SIAALLATTgNS WOANCHORS OD t Now T Upooll a♦♦`♦�P'p• Tlj� Tf ANCHOR VACM 1EDGE 0MAE FOR ea LLINAN IOMIM ON •mDOA m+ m FLORIDA. BUILDING CODE h WaGify Hurricane Zone W T I LYI REDUCE G SHOW ON S er t , ow24 w1ka. IIIG 2O GAGE GALVANIZED STEEL STORM PAilil PP. MU•7IN.YN6 SPN2NG SHOWN ON SCr¢DULE iTWML E8 RIDLfIt ' {,0. 41 , BY ne,FOLLOMW FACTOR. F(Nt 1Hli t +/Z' 7 OM/WI E': s» oBOPEAWRIM1°F W) UNNO'E REDUCEDFAcr MITI x 1rr _.,_. _� � GLOBAL PROTECTION PRODUCTS. LLC. °T�'�'0 BE iE5511NAI WOMAN YACIC. P11W.1ttD '-- 3 IL E C O INC. ON T FOR EACH ANCHOR TYPETABSCHEIK .E 3' +� am of R10 •-2d-z.� Tun N ANY .L5'�x 1. ASOW 'y F ••.. - xte Tw , Ye x\ 1 aesr ae.n n an« 410YE: (W"-7WA PAN: (ss4W#-VW 20-176 !iy! SSi HA +M.. ixen m-w.. e : 0"w"m ...- Yt... «. "Y.r. ...+ rY aMNWM.NAe APE+ 111HN E. SEAld%sCNATUR[/OAtt. WWL 071.. TE If NAM v OF 2B SEE S#iT 79 a 20 FOR AI/GNRS TYPE ! �� 7Y1'[ ,/� � 1wr4W Sl4i - 1 sPw F7tR INSIMLATIdR IRo WOOD ta. AIOIINW AMONG 3 2 PRATE t%p{0I0, YNNSWAI,ANCNOR SPApN6S At@ 1WNIIUM EDGE p9IlJlCd AWE ItmIrAlPkF SIN iHL3 •mMaYYN,LL SCIfEdIAE FOR L.O: LEIB 'OMV Na1CA1E0 9H1 R,LWICE ANCHOR �ATAHO BY IeATL4.YsiC SPACslO SHOWN ONSGIEDaE ilW AAeN T,Lr,p, e.tll' wJ x x. tT8 A9BR iJA RW'tl91t ar TK FOLLDtelO cATIXrS Far 7NIs OP8f41WrN m BE POSSIBLE. 1EaULED � ,._.. SPACING oeAlKn USING FACTOR FHML Nor BE iE85 THAN M4WIA+ SPACN6 WOIGOFD F'tlREAaI ANOIOR TYAE CW.f:IU SCHEDULE x• -im tan 37 - INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE 09 CONCRETE BLOCK STRUCTURES 4' TA ' ANCfi0R5 ,--.___ _ p4* D.C. CON ANORD POURED COICfEtE _ POURED CONCRETE i DREWiR£4CONCRl7i BLOCK REQUIREDOR CONCRETE El iLttck'. j 3 \ � yR7�/Mi+slBaeF W I i Y4 YPMIY�I W I I � w F I ! EM % i 1144 I I i 1. I# i e I I E D, ••+ r' f t F.A.+ t ( F I I J 1 14-10'0 PANELMAlt PLUS 11 ir10'0 PAN6MATE PLUS w/ I B'iJ43/f WING NUT WASHER. L. / )3/U' WING NO WASHER L__. CONCRETE OR CONCRETEBLOC K I"� OORROCNCRETE BLOCK REOUM WALL TI"o INUAIUMN WALL MOUNTING INSTALLATION REGULAR PANEL Ib VFE SAFETY EM L SCALE 3/8'-/' ♦ .NQ.IAnNT A. SCALE 3/8'.1' r No. 44167 FLORIDA BUILDING CODE NI h WIaO(T Nu cam Zone) i * O2mO n0m IK. 20 GAGE GALVAR(SD STEEL STORM PANEL FA. TOTE £ DRAWN W. BAIL PROTECTION PRODUCTS, MC. 07 H OMAL (ILIECOEEEe. .amsW sisRUT ryFF NIINNNI+ TB.IJ-, Tex IL a m..Kw. p4YpYy�n y,' pH01�: LP7ijBFTpy, Ak (W64)Nt-•OTp7. 20-176 14 Pbr o ORB tit -IOTA. Nx. pYT m-3W eA r eeertel r. Y.r ra ORee1NP Nn P.e MNLTEW A [71.b.. 9! of," N N U N 0- 0 C .CD cu U - c CQ O Co CA 0 = 0 O = O LL O .n cn a)L O W O 0 Imo. c .� �-29/� 4J) Q NEL SYSTEMINSIALLATIONILS E SYSTEM• VA1m -z woos Smm mu �+ I(IJI EXISTIN9 WOOD STRUCTURES I. E-Z HANG STORM PALL SHOWN ON THIS PROO)VT EVALUATION DOCUMENT (P.LDJ HAS }TEEN VERIFIED FOR COMPLwxE IN Rt) MINIMUM EMBEDMENT OF TAPCON AN04M AND PANELMATE FEMALE ID 3 PARELIAME PLUS INTO CONCRETE L j 1 ( I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILONG CODE. BLOCK SMALL BE 1 i/4•, OEM WIND LOADS SMALL. BE DETERMINED AS PER SEcncN 16200E THE ABOVE MENTIONED CODE. 8.2) MNMUM EMBEDMENT OF 1/4'0 X 7J0" CALK-N ANCHORS SHALL BE IS 7/8' INTO CONCRETE. i FOR A WIND SPEED AS 1EDURED BY THE JURISDICTION WHERE THESE STARTERS WILL INSTALLED AM17 NO EMBEDMENT RAM ANY FINISH MATERIAL SMALL BE PERIAMED. ^ ,. NEATER •r'` 'w� FOR A DID FACTOR Kd-0.65. USING ASIDE 7-16 AND SHALL. NOT EXCEED IHE W UAXDLUM (A.SID) 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL Be LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIT) TO 1/4 s TAPCON a S' D.C. 1;1,� 1 4.0 TAPCON a B' acC DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 & 26. ENGAGE 3/4' INTO ANCHORS. N O.C.. t/4'0y 1 MIN. THRFP.AEO J+ 1J2' MIN. TI9EAtfED N ORDER TO VERIFY TIE. ABOVE CONDITION, ULTIMATE DESIGN WPM LOADS DETERMINED PER ASCE 7-16 HOED aj �� - -9i/i 1/2' wN. T1KRF�mEO f ; P TION AT WCOO t PE1TEtRATKN AT WOOD SMALL BE FIRST REDUCED TO AS.O. DES" RIND 10A05 6f MULTIPLYING THEM BY a8 IN ORDER 70 B3j N CASE THAT PRECAST STONE: OR PRECAST CONCRETE PANELS BE FOUND ON 7ilE E%ISTtNG WALL O 0 i ` i I AT WODD \ / �; J HEADER % l HEADER TO COMPARE THESE W/ MAX. (A.S.D) MGM PRESSURE RATINGS INDICATED ON SHEETS 25 B 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE ,ION STRUCTURE BEHIND SUCH PANELS. AND40RAGEWADER I\�,IA ,4 \\\'` } c STRESSED. A 33fi INCREASE �L BE A4 MENTIONED IN B.1) M� N B.2). .} 1, r / 1 Z 1 N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PLEA. AS TESTED WERE NOT OVER 0 • . I t } /2' 11/4" a /2" 1/4' N ALLOWABLE STRESS FOR WINO LOADS WAS DOL USED N THEN? ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN M I i x DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C 1 L J j � A �i E P�'', is I I ( �,. 4.}M11 i � Eft 1 STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF UF�� THE ABOVE MDMONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032, AS PROTOCOL$ TAS-201. it. IT SHALT BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER w TA�a--202 AND TAS-2D3. O TO O ATTACHED B TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY ATTACHED 1'O CONCRETE, BLOCK W CONI �ONf OR W000 FRAME BUILDINGS, 2. 7H5 SYSTEM IIAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSifTE OF 11E QPENNG ACCESSING THE (PPFlNMG FROM 7HE /� i I j I INSIDE W/0 TINE ILS€ CA A LADDER LRt LGT. 77iTS APPLICATION t5 VALO WHEN RJSrALIATiON iN7EN� TO BE PERFORMER 12. TFiE INSTAUATKN K:ONTfaCTOR IS TO S'fJItJCAULJK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CON17NUM S ,I ! ' l,y I ® ) ._® FRUA THE INSIDE OF STRUOTURE. CONTACT WITH THE BUILDING TO PREVENT WINO/PAN NTI US 0N. CAULK AND SEAL SHLRIER TRACKS ALL AROUND FULL m ' LENGTH CLASSLENGTHmWMN.acN I f i F ! _ ( __. + ! PF7B'ORMED FROM 1iNE INSIDESTRU. CTTIRE. 3. SERIES 1000 WSRALLATION IS APPUCABLE TO SINGLE. AND DOUBLE HUNG STYLE wNOdN15 WHEN IFISFAIA'DONt IS REOUIigD TO 8E F3, Si(001 PANEL NSTALLA'fMQN SMALL COMPLY YRTH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONINGA ` _.. .. i s ON SHM E T BEi.OWj tI 1' Ms'- i ; KIN j i REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 1S: APPUED To. I PANEL LENGTH W . KFArAnD I i i • ' i 1, .L, 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN _ 9 ;, �_ flU ...____ J jY .. (GEE NGM'I BELOW) IEETo E SQLAW { i PANEL LENGTH � - � � PANEL LENGTH INSTALLATION IS RECUfREO TO 13E PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM VANDOWS AND ODORS, NC. E - Z HANG STORM PANEL SYSTEM- IS FWW FENDMO. - ,U EXOS7NG CIA se2T 14) (SEE NOTE 1 BELOW) 1J4`f-2tlx+' ` (SEE NOTE. i BELOW) r- IS. ALL ALUMINUM EXTRUSIONS TO BE 6053-T6 ALLOY AND tEMPER. (UNLESS OTHERWISE NOTED) 1& (a) THIS PRODUCT EVALUATION DOCUMENT E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE Uf v GLA9s" i S.S, U.S.W ..`. ...'_ ' I �'( i INFORMATION FOR A SITE SPECIFIC PR(NECTK i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLED. IYRfG !%!f ��,. I i � I ' 7/e'e x }J}y ! 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. r I _. ' ,/-- ? I VM16 NLR (b) CONTRACTOR TO B E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF W i 4 i T/IOION 7. ALL STEEL SNEER METAL PANELS SWILL HAVE STRUCTURAL OUWFY STEEL. ASTM A-60 GRADE 50 Min.;- GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLED. PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON p� F e 1i DESYGNATI N W/FY- 50:5 -Wse :(AFTER ROLLED); THIS DOCUMENT. CONSTRUCTION SAFETY AT GTE IS THE CONTRACTOR'S RESPi1NSi�LIIY. Y < PENETRATION AT I B. ALL SCREWS TO BE STAINLESS STEEL 304 OR .116 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER �i (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED KNVAUO IF MODIFIED, IYIDMBH OF RATE 50018 W/ 50 lal YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411."A3 'e (� i (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED IY A FLORIDA REGISTERED ENGINEER OR ARCHITECT W11CH WILL E� v Q 9. COLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 36 kid MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FtRt THE PROPER USE OF THE P40. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EANGUN ER: SHALL 10. AFCHORS r0 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAW%mGS FOR REVIEW. y 'Yi f 1 I i f i I (A) 70 YIR11Yf. fl?Fi, REi{; ' a (4) 7LMS P.E.O. SHALL BEAR THE DATE AND ORONAL SEAL AND SIGNATURE CE THE PROFESSIONAL D40K QR OF �••� J �_ N" i - i i e(' - ,/4VO TAPOON ANCNM AS MANUFACTURED BY I.T.W. BUI.DEX. INC. (MIN. f'C-3192 p.s.i,) RECORD THAT PREPARED IT. '- wj _ , 4 - ED, [ - ,/4" 0 X 7/W CALK-N ANCHORS. AS MANi#ACTUREO BY .OEWALT INC. (MN. 4-3000 P.s.L) D a \-/ "0-20A3fCRS. Ms. W/ t 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATM ON A LEANLY VISIBLE LOCATION AT STORM PANEL IN WASHER ( ) f = - /,4-10 PANELMATE FEMALE ID PANEtlM7E PLUS ANCHORS. AS MMwuFACrURED 8Y ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING. (� t) OO O i/e'ex3/32 WW4c NUR �- {f c-3350 p.s,i.} LABELING TO COMPLY WITH SECTION 1709.92 U" THE FLORIDA BUILDING CODE .per '✓� x 3/32 YNNO NUT , I I ! ). ( t 7 Ai) MTNMUM EAOEOMEk1f OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE i 3/4' ANO 2` FOR PANEUTAT ~ i� •r�V ITN $ 1 3`x4' WOOD,,, f 1 2"x4" MOCO I E - LJ6-0 x 3/32- WING KORR FEMALE O k PANELMAIE PLUS. \� v ~� REpU1RE0 1 3 WiISHEA O 6 9/4' D.C. " T� `' ip I WASHER: Q {OEYONO) / O L� 4' WWO PULE �+,t--i0 PAiELW7E l 1 1 I 1 af4--10 PANFIMATE A2) MINIMUM iMBEDMEHT OF i/4'0 X 7f5" CALK -INN ATfCL}Wt5 SHVJ, BE IS 7J9" INTO CONCRETE, NO EMBEDMENT INTO a 6 1/4' O.C. W/1 7 B ! ! ` O 6 1/4 O.C. W 1 7 7.� ANY FNZH MATERIAL SHALL. BE PERINITD. WALLMBI. 7HEEADED PENETRATION i I 1 MIN. THREADED TON IWO ANCHORSINN �LTCRNAIPIV AT MIDW@7H OF PLATE I I Imo.. AT MT0WRITH OF PLATE .� + t 10" Sp)EWNJC BOL75 USED SHALL BE LDNG ENOUGH(SHOUID AdiY FlNISFI MATERU2 E705T) TO ENGAGE SJA` LIFE SAFETY PANEL VAIA A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EOfLSTNG MALL CO •:••,�l SCALE V/S'.I' liA _ FLOOR. ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAILS, ANCHORAGE SHALL L MOUNTING INSTALLATION �N�E Y d 06 REGULAR PA AM RAW A'TIL(!f'Nh ALTRoA L�AiLIIEL mw BE AS MENINED IN A.1) AND IN A.2), L No. 4916T S �'t •••,, ,•.. ✓ •!y (B) TK1 EfUSTIN- El11NYWFTi' K WkI - + SCALE 3/6 -t^ Q" ' \GINS '•;9 SCALE 31W FLORIDA BUILDING CODE (High Veloei Hu cans, Zons 1� \ E FLORIDA BUILDING CODE (High Veloci NurrFCan@ Zons - 1/4" a TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUIUM INC. = FLORIDA BUILDING CODE HI h Velocity Hurriaono Zone NO 44167 i 42120 TcI, me 20 GAGE GALVANIZED STEEL STORM PANEL FT" - 1/4. 0 X 7/B' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (rm-1500 P.s.l.) - o tonO /tttt0. PIG 28 CJ16i GALVANIZED STEEL STORM PANEL PP' lII� ° `; ,c'•. FL 4y _ 20 GAGE GALVANIZED STEEL STOLE PANEL ONMN IN: 1. INSTALUTONS ARE ONLY NAND FOR BLILDNIS WIN AS O. DESIGN LOADS = .J, * _ ORIPAII Br - j14-10 PANEEAt4TE FEMALE 10 AND PANELIMT PLUS ANCHOR5, AS MANUFACTURED BY ELCO CONSTRUCTION - \4i DWAWN tw: Irl.�lr IHl20/2a10 UP TO +5SS. -72.0 PSF AND PANELS LENGTH UP TO B'-e. _ * : q/,�,pa PRODUCTS (1'm-2071 P.s.L) ,• ��� M/21V21N0 GLOBAL. PROTECTION PRODUCTS, LJ C. a3C t a SATE - - BAN PROTECTION PRODUCTS, U.C.-- 1,ws GLOBAL PROTECTION PRODUCTS, U.C. DAM a ENO. r"1 �Tl c o LELa: SIMET a, aFY?R tREWI woDb FRAME CONSTRUCTION• wCO9 MEMBRS ro BE SOUQfERN i, i L E C O INa. P 4egO sox 6T SIPEET y Yi�F; ORI'RW 4001 s,W. 61 yfNQT n nA"•Pie. ivdOlE: ' �11 20-176 PINE NO. 2. W/ SPECWC 06HSm' OF 035 0R EOlUAL y C ••' •' ANY RAW,4 FIN.. aSTli 79iNT a LLweE, FL 356f4 a tPeogO°s(- (Ws4fae-Aiwa F le t0ax69 eTa7 y C SS/ G ♦ nw n a am vw arsea n anM Pxone lss+NBI Ts16 FA N (96+)nw :TY7 20 178 Y aY u e. w sw asYaa n ATw R p� iB6ti)em $i6+s et tr (a+ Not -am A. +east a" Ye.Pre r GROWING, Nls A,AAA, •H• ..,G ♦ e,en1, mU-0OJ67f0 �aH-1W rI't' w,". DWWW "u +s wr e.r 4s �r PMNWO Yc T Jr., P•E m 0.w t - s1Rt n p ?e %A m A now ,slJl Jr' PE - - - _ P.L w&/% AnME/atre �:•' IeN m-t," . T .. p m-tm 2D-i 76 NN IININI SFAVSIRAitXiF/Gtt WM.iF11 A lLlTf� Pt v-w r Prat In d 2s ea OW 9e OF S6Imam COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1'� I --12.5GO (EFFECTIVE WQTH)�-- _ I � B ,J4•--- ; T 657" 94 •HEEDGE yAn• 2.D� .2 1 TYP. •� AGIN A_SW :GRADE 50;=1UM DETAIL d] L 0-60 CAW. Lg7AL - ` 48.5 , © STORM PANEL y O2 REVERSED "h" TRACK yfS PAN$L"5 END lN+ .750' W/ HEMMED EDGE. w,a } ' T �. ' .125' i 3 pS1x, E 1SiSUETR(�, VIEW DETAIL A 20W ROUNDED CORNER O ENDS OF PANELS END LIP W/ HEMMED EDGE (N.T.S) I-.125' ftV F-3' Max.-•-t t J 3"x3' ax.) ALUM. ANGLE .T50• LOSS' i+•JL-} O8 STOP BAR it^ LONG 6063-75 Mum. ALLOY .230 (TIP•) d Pdl!$4-OALER 1 1 4 WIDE 6061-TS Alum, ALLOY (1 REVERSED "U" TRACK 1F 2.000' .125' ® 2"AlUgss.) A BANGLE 24 B (SEE rNOtE 2 Balm 1'/24 4'/24 4 W/ a+ w/o ©' (S E NOTE 2 BDar) 2/24 ► i' 24 ► 4 S 2 {1M1' '' i011 C01RRE1E ANtlrM SEE 3' Mea. / .�T 8 (SEE NBR 3EFlaW') e. EOF 1' Nam:. _ CONCRETE ON 3D 6 • "(Tty-J 3• MLx. 1•-3' SaNOULE CN SFRET 1TM NAG00 salLw: Mec SEE SEar10NS LN SHEET 29 ,Wq. i q g (SEE SCNEBIAi W sEET 2a) 11 IdM1. _ i4x1' SMS. 1/2• 777 Lf4f OF � 8 (ETb ,.�.+,_. (IREW9R PA+Wx) CWTTEApR PANEL) (NRAIGB T•A"tEl) 'F SEE NOTE 2; 314 B[LON 1 5[E NOM 2. 3. 4 BELOY 60 A'I 'L' { d• 4 (B ! s P {INTEANIR PANEL) It, t 1 NOE 'JI I noLTE6 PANEL^,♦+ - -1 . - T 04I- /4 M.S. w/ :� 1:L.. -. •x3�IYIiRYAOS r I ! I a ,]1e 1 (-„ 3._f . • SEE NOTE 4 BODWFOR COMM ANCHORS, SEE • : ,SEE NOTE JF sm • F4VESA4A7E (rTP) 1• IAn. ! i� � BCgEW: i+`�IAht Mur TEE � TED�1 ,/i• 1 1� • 4/'� HNasNEEs)� NICK OR (a) W/ OR W/O 13 = kAS1 P 1'0 BE WISNALLEO A4 FAG1 s tAST PAV[L (� TO BE INSMUED AT EACH Azo x LE PBOiV10E0 TYPICAL EUMMN FORbPIaeNG SMNvt ALWATS A PROIffiFO Wl REAR HANDLE 10 FACEfrATE alB4 .REAR HANDLE TO FACK,TATE INSTAIU IIF NS SlR4lC' IN ALLID FROM .r 6 MENDED TO BE INSTALLED FROM or fiAIE 1Va2' - Y _ ISW OF STRUCTURE - - sbYE 3J32• r i' �1/4• M., GAP 1 4• Met UP /1/4' Mec bP Lt• HFAx. OAP-1;... 1 aWow/ ,SECTION A -A 1 SECTION B-B ``/ kLr -- HOME MOM: BONE 3 3r - 1' {1). OIiR1iT,DN [IF SERIES tom: E - Z HANG STOW PANEL SYSTEM CONSISTING OF PANEL + NDTE5 t. TRACKS AT TOP R PAELMATE PLUS OR IS' LONG (1). DEfRlIDON OF SUM 20m: E - R 41" STORM PANEL SYSTEM CONSISTING OF PANEL + ;2jALT BOTTOM W/ PANECWTES, Cont. TRACKS TOP R BOTTOM. (2). END PANELS SMALL ALWAYS BE CONNECT EHD 70 SILL WAL BY MEANS OF PANELWTES OR, 1F USED M! W 1 (2). f.FiD PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A 3tCW BAR SMALL BE CONNECTED '1O W/ 1//4'r20A M. AT BOTTOM./KENO PANELS (SJ SFWJ. FRONDED AT TOP OF SttON PANELS. WING Nit!` OR 1//4'0-2px3 M(n. 44"t-UMS00/CREW INTO TAPPED 2 (/._12 AS (3). G END PANELS AIE WFIAECfED 70 �OTFOM TRACK. CONeECTOM SHALL CONSIST OF DESCRIBED ON NOT (3) �- i/sY-20x3 4' MLS.. W/ 7/8 �fe3//32 WING WRT OR 1/4'Bx3J4' Min. THUMBSCREW INTO T BOTTOM TR/LG(. LAC.1iXIN OF FASTENERS NAY IE AT EITHER OF TWO (3). FOR CASES WHEN ENO PANELS ARE USE JOINTLY WJ 18 LONG TRAM © AT EXTERIOR FLAT FLANGES OF END PANEL �TTOM BLJT' END PANELS ARE NOT CAPINECTEO TO BKTffOY TRAdK (� . 7t STOP BAR (4). IN CASE. THAT ENO PANELS ARE NOT CONNECTED TO SOTTON TRACK (f.a A STOP BAR �7 ALL BE PROVIDED AT TOP OF SK)pi PANELS. LS ONLY USED AT iOpFy AT LEAST TWO PANETS SHALL tE CONNECTED TO BO7TGM TRACK (4). FiR3 RY57'AtJATONS WHEN END PANELS AND SGME INtEROR PANELS AiE BRECfLY USING SPECS ENDCATEO ON FIOTE (3) ACOVE. N SUCH CASE. CONNECTION OF PANELS PANEJJJATESY MOUNTED TO EXISTING SW-, fTR ITS nON � TRACK OELW'� to BOTTOM TRACiK MAY OCCUR AT ANY PANEL LOCATION. r[ntuR / (5), SEE SECTION V. Y 8 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 2S. M4e. WCE OWANCE, FOR TINS G.�4) INTERIOR. PANEL USED Y wJ TES a+"�A PM 7tt�',,y sUCI+ TM(ATNOT NEED �ADMICfBE M PANETs TO TFiE LiU77 & RORT :FOX FANEL)SHA°LUED E A 4T 7yy TIER OVERLAPS REMAINED BY �. y>: GINS 's FLORIDA BUILDING CODE HI h YefoOt Hurriaarmo Zone ' ND. 4 167 : rt cow TATum. Mt, 20 GAGE GALVANIZED STEEL STORM PANEL F.P DRAW ft s -•,. STAT OF : 4 a PROTECTION PRODUCTS, LLC. a>E $ 0 fL OP,•'� '�• E C O EMC. am SIA 5+ NNW A �F 0 G xw t4 a m Goa xms "DNS (w, 4 QAff_m F»Axt'rieMk6 W eT 20-176 y'•'.eSS�OM 4 ' revue 11mlT m-tne • A. ,Teo m-tm r oae Y,e r .Y IIRWIITn Nu AAPFMIYR II/NM♦ W47OH A.. . F,r.E + e - y�W n er ".. 0 INSTALLATION DL IL3 EQR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK KN¢ WiF{lyli AtA1MR, KeY71WIE AVpIORY ¢ 4 WiAaia ��� �Y� \ f EEML 1 • q }Lon ` NUT 0 OF I I 1 i 1 I T let7 • N A 1 1 SI I}- j1 wr sctoputE b _ DIETT I m CLASS. FOR I TO a1.AWLL /y2+ R{ LfATON RAP + L L i 1 1 f 4 a i I POUND OOIXxW ,• I y4y i FaAla f it / ; AIM MINARID L f .1wX.x/4�iNs 1 PGAMB ___ _. __.__ Fa DO I rmkoo CIA mw 20)j; Ir'\ >�' oaNnsrt vK WALL AND INST. MOUNTiN'CTINST. SECCTON11cUNTN_NG W�L, - 0 SCALE 3/8-1' 8 -.... tlOII.L 9N:4 f0 - SEE SAWFICAMM REUIfAMiRNI¢r I'm 4 Y q OF014011 -/( we usEA, ITa mN1�W INSIALUOICH _s-i �� 0 B.iL6. 1a� No1E ms enYtBaVnel aF Tenons a M ANY 4VRA SUIT IIx4NAA7�N. &B. scN.E� I' VIEW - Etar G6FAYX'E X aea+ Ye i i +LILY l+ TI ,+ ,TI , ek-'i IIPPE�Ep0+11� 5 r yy�I .WIN 00WRIM 3e cn �i (D .� cu 0 U) c' C U O U W '��/� cn cu I..I.J = Q Z Z Q J a_ SHEET NO. SH 1,2. MAXMUM A -a. P R�W�• 1' OBwIM ib drt ON APj- TO 1E (TEE BEC C01tP +BB.O, 75.5 70' OR LESS 2 9/ts SN3W ' Y 2' 3' T'i4' •2,W k 3"1W +66.0. -T3.3 70' OR IE55 2 7/8' E)BLTW • -.4- ' SODDED W/ 1 4 I-2O13 4•S. SM.S. A WINGNUT AT OVERLAP k 40K OF PANEL LENGTH MEASURED OF PANEL. . ... -. :.. . . ' + `! i TINE TM^1`, ^ s i . • t r TINT. i - +..+. «I 1 .1., . >f . x .. , �f : _ t. ,.r• ,1 ..,al ►, , ..Hal 4... -It: ,yt ,Is,:A MAC A.SO. DESIGN LMAaWW ANCHORS; SV4�Ili FOR G 0. « 3 1/2' �' - APPLK'AO.E.Tp. �C"O OOMMKOM NS / A W 2POt PAatA. LENGTH iH•k LQN0911 9."" tlULTRiG .sT, TAPCONI CMX-O AMMUMTE MANE m PAIIDUATE PLUS to CONCPETE TO tXM167ENE TO 0014CROIE 70 tS7NCNCi6. Blau 12' N/A 12- N/A 12• N/A 12' N/A i' k 2' (TOP) it" 3'4` iQ' 3` 5" 4' S• 4' 1'(BOTTOM) SERIES 2000 + 12. 3' T2` 3" 8' @" w B" t' EOM) ++ 86.b, -75.3 NIA 14/A N/A N/A N/A N/A 12 t/2' 19` 2' (BOTTOM) 70" OR LESS 7- N/A 6 1/2' 1 N/A 1 4 1/2' 1 N/A 4 1/2' 1 N/A 3- (TOP) 12' N/A 12` N/A 9 1/2' N/A 9 1/2• N/A 3' (BORON) 12' N/A ! 12" N A / 12` NIA / 92• N A ! 4' (TOP) 12' 8" 12f 9 1/2' 42". 11• 12" 11` 1 t' (BOTTOM) *MO 0 1. A.S.D. LIMITED 66. Pr• DEsaN PItE85LBE RATING ASEE SHEET 26 FOR ANCHORS TYPE k SPACING FOR INALLATION9 INTO WOOD POW ANCHOR SARONGS Mq MIMMOM EDGE OSMIC€ ARE INDICATED ON THIS FOR to. LEAS T1MR 8016A ON IRE SMILE„ TW SaMW REUUC£ ANCHOR SPACING of tAOERPLYM9 SO2Mi SCHEDULE BFMR SION THIS ONUUMON RWUO SACM OBTAIN USINGFACTOR SMALL HER 6E LESS TARN MINIMUM SPACINQ MM WED FOR DUN ANCHOR TYPE AT ANCHORS LEGEND. lllgNll Im 1/44 TAMN rrAaMW[ v CAUC-M AN, Aw1MR WAGM fk4 3 3 J 2 1/2- Wat9dn4RY Pmmnt4 an.) 3 3: 3 3 -. Riird4 t1aA OnJ 3 3 1/2 3 1/A 4 1VRW1. Ftt p99E tMOOR 3• t.00 - uao .W1 3I iDO 18a (SCALE 1/2-11 -- ISA25• (TOTAL WIDTHI --- - F -2.1a r ,2.SOO' (EFFECTIVE wlDBij-•=-.-•- -- ( �-- r•-.793` 1/4- ��Ci 6.024• MN. ,MCI T R ,-O � f t EDGE A A6533 TIP. j .250'2' - ! MUM c-ea GLALV. £ L--OETALL A 4{T a) SMRM PANEL 3sc --- MAIL A PANES SHALL BE INSTALLED ALWAYS , FROM LEFT TO RIGHT W/ 1/2- LEG AT END AT LEFT SIDE OF FIND. RUH1Et5 Lh' W1 HEMMM EDGE dO.05' R-aAJ2' 133•` 0270• m625' i- 1.407' . HEMME, 121dFfiI_YiflV ►�FTb .133' - ROUNDED CORNER O ENDS OF PANEL'S 957 I " END UP W/ HEMMED EDGE. -lA. • I--2.S76•_----�� (N.T.S) J !091' jj�a. M5��W�H�3103-Ht54 ALUM. ALLOY i I -I- REQUIRES Wo . OIS7MIaE BETWEEN BOTTOM OF PANEL I AMC (1) TO St t/2' 1!2" MIA. V 1 ++ REOUIPES M.. DISTANCE BETWEEN BOTTOM CF PANEL 1 AND (V TO BE: 3/1r Mar. -�H.75O`,-- S.S. � /RmhTW 1.11ARXE e a 1/4' 80` DMr Be IRVEA861o) 18iT' �,pp, TSDD` ' ! ga. 1.015' L .084` L✓1.so0'--1 "(TIP•) ,,,_, ) O We HEADER 'Fw TRACK O ANGLE WITH SJUD -r.'PNME1, 0.024` (W.) I GALVANIZED STEEL ,376 90.0 M Ims25 I OS/5' 0.250'm j -�/•' -�--w e7ao' ,fit, PAiEt 1 OR + .625. AMU aFPa+�'a ® KEY .HOLE AT PAS � }{ rSEf 3MIEETB FOR ADDIDoxN: .Wt :8T3' ,_..._.^ TAITAR0N5 W SLEEYE tA0N07N 6 1 I', ONLY LID FOR WITIAULAT)m sas \ l S� cFyc 2 i /EO" '1 ) o S R CT RNro }1 MAX. LENGTH ? 2.000' i 3.750' .123• 2.000' R 0AW-1 i ta.1.18'j REV. 'H" HEADER 'U" HEADER `�-� Ym -I RUN. 70 s" Max:- . ') f_ taw - F aso t j g (g SLEEVE .374' �-i 3.000` ,384 6oBO-7e Attar ap A. l!(•t."/i" Y•L1 4' W(DE1 '�'�p ••,•••,. ,/ (USE O"LY FOR E-2 MANS STORM PANEL {... -311' 6" I ,t70" .275 N-••I ,El'y"• �;' 1�CEAl, {'. ••.� SYSTEM) 6063-76 ALUM. ALLOY f s 1.ei1' - 1.125 No. 44167 FLOMDA BUILDING CODE Non High VelaItyHurricane Zorn 1 � • i t.E> +jw S mwxm nl'fe0. No. F!. (rm.) t'101• �• �'• s 24 QA(;€ CALYANiZED STEEL STORY PANEL O wu er: aw` STATE {)F �1'. '•"'--2.000•..--:i ,. �0' . IT^ / m/ut2mm - s r\'1' 1i. ECO mc. GLOBAL PROTEC1" PRBDUCTSa LLC. COTE . �' Nt1M 9.W. 61 6Ia1 BUILD -OUT "F O BUILD -OUT "F' 'TRACK 1@' A( (P) NMERED WiNGNUT SACK ANGLE (ZAMAC 3 ALLOY) INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-T HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES ,/4'A LAGS2RW8 O 6' NAG. W/ 1 1/2' Min. THWAMO PiPW.'YRAIOM MM. 2"x4' WOAD Y/4'm N SCREWS O s' :DEC. W/ 1. EPJSTWG WOOD HEADEtk, rffOLA11iD 1/4'm tAO SfYa"tYS. O e' 0.0, w/ i 1 M1W. TtaEAOW TOM PENE11th RAT a WN WOE i fEXI INn. WOOD THREADED ,ROff'1MA1KW+ 70 fiKi$TRN6 Noon HEADER. r4A • t'O e1ft4TMHG Y000 HEADER, cwa , S.M.S. 1 _ t - / 4 • D or('Q `. a 8 Cant. w//.47/-8513/j3424 % 4 %+4xi• S,Ms rA EN ' rRrr b tZ- EWING ;1 , 4-m LAO SCPE><S O 6' aC, W/ 4 Cad. #14.1- Sim 1/2- AR.- THRFl41E0 PEMEiRAtitON O EA END of 4D r. T HEAD M.S. W M 7 '4t3 to t / /32 EXISTING W'004 MINDER. ' 1M1AL. A /24 ff0s / ( iW6t: WIT MOWnN + ip71E to , g� aD DTP) AI , SEE DIET A :... 3 Is Hum Z PUP RAK, 1 4x TICS. �M)OatlTN a EVLRY � Y G ENO OP T3 �•. i'-$ _. 1 FIT.IDER I �,, 7 -w- 1 + t• WOOD FWAMER REQUIRED M j�j BEPAftAiMN {4(/4"m-2Oe3/4' M 44• 2 SEPARATION i £ 4'F/x7m/t310 alA4S. 7 fs•py/j�2- To CLASS. ' 111.wiNF Y�f� + EVERY y t(j 1N EVERY OVERLAP M.4 REif( '/4• „:' TO �' 3 �4' N 2f46kWM4Th5'NA./ GLASS, I EVERY OWEraAP € M//RfnoYYi44n33IfT $ t ...EVERY OVERLAP 5 Ii m a �+ 1 a 1 E W T T 4'Y•-20A3 4' M.5. M 3 C41X IS 13" Llm. u ! s ) �4. S, W k• I t 4Y PAfaElAVRE FPL.EMME No 6 -. � I 2 4'' 7 THREADED/ -1 Wf47J@20a3/4' MS' ( MOTE M BELOW) 'PEaIgLRArWNM 1x ,/2' O.C. 1 iT I. L NtUf dt ff "4• t( 1/4 Z,L m$B EO,O B' a.O W O gip. n. (2, x't4^ y. t 4''_ /' ,: iRIA W TEE `".WOOD PvaE RELt6pREB •i MOTc to '1 1(gxy}. T to PNRW 1'1fi5 W2O00 twt. FLAT O7 ON EG!)E 1 ®' NOTE 1 8 {4M-r/4T Ns W/ 7Js'sx3/31• 1 7 'Hut. PONETRRT'£NXN:O the �j�(, Rj \.. t [ Cad. sue' r619 mf ,2 da NOGG y.� INSTILAU&INTC "`rra,:sI I {•m i t 4- OF PLATE wmollno it Etl °'Eo E7-RNAT } ''Z' I 'ftj2- Mat. THRFAO®.�vDIaEiRA (2) 4TE D a t� H APE aNEi16Rw/tO3 INSTAUMM SCALE 1/4 .1 M Te WaW FLAT OR ON EDGE s , HATE A041ARED FLAT /LLTERNATIYE 1'iWBI III n-n SCALE T!:'«t'-W AMIff 15% TOWIN ALTERNA'%iYE 4 W 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +e6.% -76.3 pd AND PANEL'S LENGTH UP TO s'-Ta'. rtAulUH11141N'y SCARE i/4'.1' 2 FOR NEW WOOD FRAME COISIRUCTIOW WOOD MEMBERS TO BE SOUTHERN B 1o'' EF: p:•T� =Ir SCALE 1/4'«t' PIC Na 2, W/ S'ECmt DENSITY OF0•s5 OR EauAI. 1�Q.°''- GEN •''•.N,'a? . •s` $ FIORIOA BUILDING CODE (High velocity NUYWfcone Zone No. 4 167Z0� R tEptl Ne 20 GAGE GALVANIZED STEEL STORM PANEL F ' SEE 9PEOFXN AW REQURmIEIRS FOR lI of SjOF BAR Q AT TOP As 'Ar: :'* C' DRAWN ft WELL AS PANELOUEelECnON TO TRACKS f21 OH31 AT BOFm,A ._ ��m TOOL OR 2WO INSTAWTgN TYPE ON SWEET 2S -O; fi7AT OF GLOBAL PROTECTION PRODUCTS, LLC, 07hu40'° Itl1E ion t'AMANlrvma OF •r..w«e. At �MM -Tw AFfte Mennn A[ii'�.C`'. iQ d " 1 E C 0 E#/C. MID S.W. sH 3Tl�T «i1r .r.,�ftCa, .....• ' i �14ti�? TTtLn TE$nw a we OWL n =11 20-176 TOP Am r«. m, >, mx H«Irm 4imud n m1« PHONE. M.)MM-73N. FAh 0""-6A7 WAY O BOTTOMTtIBUNTNFs BE c1X1&NO w ANY saEO 1/4' .1- NOTE;MNi IuN � R.. 01\ N"HN: nbT eel -,AIM . A-, pin elo-tLna .may+ « ppr.MRIG db: SfiLITTEq. TRACKS NOT SHOWlN FOR CtAM1Y lr/INN MA Pb 3EAL't"",Wv"" E f.AA-OOS871 .. pt own at go �JIL♦ f,._ � s, {-1 MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ASD. DESIGN PRESSURE PATRIG CONCRETE k WOOD D6TAUATIONS f 210. f2-0' r!'-e' sao 101-9'' 35.0 _..- 10-10• -to-o' 4" to -I' 8=4' 4A0 9' 6" 8•-8' Sao 9'-11 6=4" ss n 8'-71 8'-0' Sao - S-3" 7'-7" ao ma 710 r-s• 6=ra• Sao 7'-2' r-r Rao 7'-0• IF-,. 90.0 s 9&0 roan - 6' s• I Tao - 3-7* 115L0 - 6•-6• I me. B-S' END WITH TRACKS. M. fti, a & a 4B DIRECT MOLIFIT= AT EACH -ENt)* MAXIMUM PANEL LENGTH "L+" 0R "L-" (ft.) 0 MONUTA ASD. DESIGN PRESSURE RATING (P:3.) (+ « ) CONCRETE @ WOOD WSTALLATO16 f' Ih L- 2ao r4'-4• ra'-a' 25.0 r2=t0" 1M-r XG 40.0 D'-n' 4=2- 0.0 9'-)' 8•-r Sao 8'-7• 8'-Y sso a'-s- 7•-9• 00.0 r- " 85.o " 718, r-2, laa e-s -•s W 7S0 71-2. e'-8' Sao 11-1' 61-5' sAo 7-0' 8'-J' Ban 8'-8' 8-11 r000 6'-.r• s'-7- rasa a _s 3'-4 rla0 r16.0 x=rn 1T9.e 4'-6' Mai" PANEL LENGTH MINIMUM SEPARATION 10 GLASS SC4ff.1NxE WINO SPEED 4. 170 m.pJ, WIND SPEED > 170 m p.h D11) UNRESTRAINED RESTRAINED UNIMSTPAMIED RE3°IRANED 30 OR LESS : 1" 1" r 6 1/4" >33To 90 ,' 1' 7 112'. 7 1/2- >90 TO 145 1• 1 1 1/2' 7 1/2- i 7 1/2- 711m 7L'1!.mi1xI'w qlajimfWe r!)iet`>�1�h1'!�i`'Cm1►i:9i�`if�ri47 t�Jtlz47 TF (2) 2/4 WAX ANCHOR$ (SEE S151EOUE ON MIN. •_ SNEERS a, t0 *11) --- O Y�O AS 3/4, 4/5. 5/5 & 6/5 , 2W/8, 3W/7 A 4W/7 �o e T'-I--t -r-I-T - o - _- c - - o - o - -I • - 3 MAX Ilra 2 4 TTw/. aw/, 3Wl7 tr 4W/4. 3/4, 4/5, 5/5 s 6/5 8 6 7 � / L- ANCHORS (SEE SCHEDULE ON SHEETS 9. to #,1}--------._---•-j REGULAR STORM- PANEL M ELEVATION z s6r N.T.S. 1/4' Mot GAP DIN OVERLAP -1 WHOLE wum 11 FUR AWN. TO I SECTION A -A N.T.S. 44167 = i = TF OF * « n, ew ° ` 1L E C 0 -.-. 24 CAM GALYANIZED STEEL STORM PANEL CIVAN'e,, GLOBAL PROTECTION PRODUCTS, U.C.0T a;�1470 R1D�.'`' 'r •"'l bra 40M SS 6t 61A7Ei' ag-75W 3E"O PIILW6; (9R4)mR-i64a FJLYN {A4s- -- 6 :,Mi Mm.,R..... MIL wIRr:a�an,M,« NaaletMNm"1Mr.Aw:GR6pi-,K71 _ DR 175 TMIH/GATE m'ti°i0 '-ok-A, HALTER 1Wftt P.411, E IMMMrO Mm. a,ra reWxn 1r -! err ar h`w am 3 or N GUM& NOTES NM n tatW asuw ri y S6:E1Y +- �- aT�' (c) To Ex1,iiV1l3 v� wlra. SPEc� r.Q.atr_ c . e.s5 wN.t: 1. STORM PANES. S110WN ON THIS PIDOl1CT EVALUAMRa DD(X)MEW (P ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4"m TAPCON ANCHORS. AS MANUFACTUA 8Y I.T.W. BUPDEX, INC. WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL.. NOT.M INSTALLED AT HIGH - 114-10 PANELMAM FEIAALE 10 AND PANEIMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONES (MIANI-D.ADE / SROWARD COUNTIES). - 1!4'm tf SCREP S PER N.D.S. OF THE MENTIONED CODE: PO BASIC R A 'WIND DESIGN WIND LOADS SMALL BE AS -PER SECTION _ 7/16"m x 5/8" WOOD BUSHING, A5 DISTRIBUTED BY ALL POINT SCREW BtkT k SPECIALTY CO. F P P i F A O ACTOR S EEO AS REQUIRED BY JURISDICTION WHERE STORM PANEL WILL lE INSTALLED. AND OR IRiC'IONAL3TY RENG THE RIDETERMINEDICTINP EL STALE S RE DING INDICATED SHEETS XO«0.65, 4UfAIG ASCE 7-i6 AND SHALL NO ERCEEU THE MAXIMUM (A A.) DESIGN PRESSURE RATINGS ON 1 ' F P C.tJ MINIMUM THREADED PENETRATION INTO W1000 OF TAPCDN ANCHORS J'THAL. BE 1 /2 AND a FOR ELCO ANELMATE 1R.U5 3• 9 THIRD 12 k 17, 1d AND PANELMALE FEMALE ID. IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 SMALL 9E FIRST REDUCED TO A.5.0. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.SDj C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SHALL BE I 1/2'- NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SKETS 3. A THRU 12 k 17, 18. PENETRATION INTO STUCCO SL1LL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON IN* P.E.O. AS TESTED WERE NOT OVER SIRE=, A 332 INCREASE IN ALLOWABLE STREW FOR WIND LOADS WAS NO USED IN 'THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN .DETERMINED IN C.3) moomm EDGE. DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INOICATED IN THIS DRAWING ACCORDANCE WITH ND.S, 20TB, STORM PAMWS ADEQUMCr FOR IMPACT AND WIND RMSTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6«. 1/4' 0-20 'SCREWS USED SMALL DE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERI AN TEST LAB Or SOUTH FLORIDA REPORTS 14A1-01 AND j102IS-02-09. AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS. WITH NO STUCCO. PER SSM 12-99 k ASTM E 330-M STANDARDS, AND AMERICAN TESTING !AB SMITH FLORIDA REPORT /1 i23oi-iO AS PER PROTOCOLS. AND AS LTa CALCULATIONS PERFORMED ACCORDANCE J sM P IN W SECTION i OF THE 7A5-201 AND C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS t# FOUND ON THE EXISTING WALL ANCHIM SHALL BE LONG ENOUGH TO REACH THE MAR! STRUCTURE BEHIND SUCH PANELS, NG CODS FLORIDA BUILDING CODE. ANCHORAGE S4➢A BE AS MENTIONED IN C,t), C.2) III C.4) 2. ALL ALUMTNUM EXTNUSWNS. TO BE GOBS -Ts ALLOY ANO TEMPER. (UNLESS OTHERWISE NOTED): SEE SHEET 2 (0) ANCHORS TRRALL BE RSTAL M FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECiFOCATWNS OF THE ANCHOR'S MANUFACTURER, 3: ALL ALUQINUM SHEET METAL .USED AT CLOSURES 54ALL HAVE 310-HI4. ALLOY. S. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION i THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-053 GRADE 80 MINIMUM, 0-90 GALVANIZED THROUGH 5) EXCEIPT THAT HEADERS( k(D SHALL NOT BE USED, STEEL O"r,SCNATION W/FY- SU W1 (41tit ROLLED)- 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE &4UITETR IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PRIER ANCHORAGE THIS SHUTTER SHAD. ONLY BEATTACHEDTO COF1CltfiE. BLOCK DR WOOD FRAMEBUILDINGS. 900,8 W/ ED Ami YIELD SSRIINGFFI AND ED Nei TENSILE STRENGTH AND SO1M2. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3..4. 3 YO: EACH REGULAR STORM PANEL 1VRH LENu"Of5 OVER 90`, AS PER SECTIONS i, 2, 4, 5, 6 AND ALT1]TAMAR+£S 1W, 3W k 4W ON SHEETS 4. 5. 6 4 7 RE9PECTNELY; :k1ALt. HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO DE ASTM.A-307 GALVANIZED STEEL OR An. 304 SERIES STAINLESS STEEL, WIN.36 k5M MINIMUM YEW STRENGTH, SECURE PANELS WITH APPLK`ABLE REINF RENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE. AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WINCH REMAIN IN CONTINUOUS CONTACT WITH THE WIL10 G TO KO M WIND/RAIN INTRUSION. (A) - 1/4"0 TAPCON ANCHOR" AS MANUFACTURED BY I.T.W. 8ULOEX. INC. (Min. t'e«3192 P-1) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONIO REGULATIONS - 1/4' • x 7/8" CALK -AN ANCHONS. AS MANUFACTURED BY MWALt TIC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. - I IA 0 x 3/4" 501.i0-'SET AtdCNORS, MS DISTRIBUTED BY M,. PlXNF SCREW, BOLT & SPECIALTY CO. AIaW Fa30SOO rM. ( R ) 13. (a) THIS PRODUCT EVA IJATON DOCUMENT (P.E.D.) PREPARED B'! THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - 114-10 PANELMATE FEMALE O k PANEUATE PLUS.ANCNORS. A5 MANUFACTURED BY ELCO CONSTRUCTION PRObl1CTs. A .EGAD WHERE N P E. . FOR WE SPECIFIC PROJECT: Le, ER THE SOTS CONDITIONS EOEYWATE FROM THE 0 - 1/4-0 ZAMAC MAKIN ANCHORS. AS MANUFACTURED BY DEWALT. INC. (E) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4': 2' FOR ELCO PAJELMATE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4- FOR ZAMAC NATLIN ANCHOR& (c) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. A2) GALX-IN k SOLD -SET ANCHORS SMALL BE EMBEDDED 7/8- IRO THE POURED CONCREm. 140 EMMOMM INTO STUCCO SMALL BE PERMITTED. 1/4' W-20 SCREWS USED SHALL BE. 1 1/2- LONG MINIMUM SHOULD SAJOW EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W11LL BECOME THE AND I" MINIMUM FOR WALLS WITH NO SFUCCO, AND MAY BE HEADED SCREWS OR. ALL THREADED SCREWS. W/O HEAR. ENGINEER OF RECORD (E.O.R. FOR THE' PROJECT AND WHO WILL BE RESPONSIBLE FOR THE kNONEER BUT WITH *No NIBS. OE OF RECORD, ACTING AS A DELEGATED ENGINEER M THE PROPER USE OF TP.ED. P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 51" PANELS. (a) THIS P.E.D. SHINS. BEAR THE DATE AND ORIGINAL SEN. Am SwaTURE OF THE PROFESSIONAL ANCHORAGE SHALL. BE AS MENTIONED IN AT) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (8) TLl. F«pB"+'TW t WALL ASTM Q=W It. SHUTTER MANUFACRIAER•S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/A m TAPCON ANCHORS AS MANUFACTURED BY L 7. W. BUILOEX. INC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING COGS. ONE LABEL SHALL SE PLACED FOR EVERY OPENING.. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1!4' m x 7 8' CALK -IN ANCHORS, AS MANUFACTURED BY 4EWALT, INC. FLORIDA BUILDING CODE. - A/4 a X 3/4 SOUD-SET ANCHORS AS OBTRISUTED BY ALL POSIT SCREW BOLT k SPECIALTY CO. - 414-10 PANELMATE FEMALE t0 AND PANELMAM PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTKIN PRO (gIB11111Ni - 1/4 m ZAMAC NNUH ANCHORS AS MANUFACTURED BY MWALT INC. Ga1��R A PROD ANCHOR. INTO TJ 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO ATES AND ZAW NAIUN THEi�9 FLORIDA BUILDING CODE Non High Velacl MDrrTcone 2 BLOCK UNIT SAL BE T 1/4'. _ +' IUD B.2) CALK -IN k SOLID -SET ANCHORS 94ALL 8E EMBEDDED 7/8" INTO THE CONCRETE BLOCK UNIT, NO 'TR1044 67 ': n '�' 24 GAGE GALVANIZED STEEL STORM PANEL MINOR STUCCO SMALL BE PERMITTED. 1/4- 0--20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD EXIST, '/E' AND T` MINIMUM FOR WALLS WITH NO STUCCO.-'2.'C' �F /�. /I� GLOBAL PROTECTION PRODUCTS, �.• A STATE B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARS BE I;A2QR( '.NOSING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN/ STRUCTURE BEHIND SUCH S __. 1L EC O INc.. qaE .•,�G/� �.p eu�a35i4O •' �� ra. r a6e.�rRu ama. 20-1 e.� w'-ww GrsiOi69'7sN6• FAX (m64)ee9-m) ANCHORAGE SHA L BE AS MENTIONED IN MI) AND IN M2).�'.G r,'„� //rN11111117 TWA PE YN./9aNtfIPE/IAIE %1 A 1N R PE 7-tW , ENEE! 1 I INSTALLATION DETAU FOR REGULAR PANEL 1= POURED CONCRETE OR MCRET LQCK STRUCTURES EXISTING `-OR CONCH BLOCK CONCRCONCRETE EXXSnNG ETE ED CONCRETE BLOM REQUIRED. i// REQUIRED. CONCRETE Amu"Ot9_ 7 CONCRETE ANCHORS ., SETS OH 16)- - (SEE SO4EME SHHEETS GHQ 10) � `:,✓ APO D i`J _ CM>TICNEIE 9 1 ,/2" R/;• f- 112, 1 914' REgRAREO. ELK"'i y W4p Ise • ._.� MAD`. ._._,� t�SCNEDUCRETEAWNi.E O�7 � H ED- 1 E. j SHEETS 9 THROUGH 10 1 Dom Il4"r-Yan" : 1 I E11. I `(..-. TO CLASS._ 1 I 'IASS'DU. EXISTINGG„. (SEE SCHEDULE _ 1' #IIIN, 1 ON SHEET ON SHE27 3 G1A55 ) 1 PANEL LENGTH 7 T 1 1 Mkt. MISS. SEP I E I (ME SCHEDULE 1 I i t` MaA, k t 1 `L• MaA. ra CLASS. 1 t ON SHEET 3 1 PANEL. LENGTH 1 PAIR LE3IGTH ) (SEE I ( SCHEDULE . 8._.._.._ ,.� __. SCHEDULE CONCRETE SCHEDULE C 5 t_ :.::; T _.�< --±-�- ;. - tSEE SCHEDULE (SEE �%.: __._._)... 1......._._.�`-__.- 1..---- 1 ON sH 3) : ? ON sNEEr 3) IEEE SCHEDULE ON :� I R I ON SHEET 3) T..._. SNEERS 9 THROIGOI M F EXisn T 1 o9sRexN t 1 MAID i 56x {�y� El. •"m-»f1 POUS I OF 'L• € f, i e.1/4'AF i %. fr✓ I MAX. 1 � 1 i 1 JJj I � E.4. � t E.b. I� - l I ,' if f _. I / I f 7 1 j �fi �.f� __._. OR O 12 1!2" O.C. I M APPUABLE)I mr•'p1'WOIX ms w toCONCRETE BLOCK Z„. j ' CONCRETE AI21DR5 _,__ J I 1 LEG •---;. -••E ,N O..... ui 20,1• SS MA W/ NUT REQUIRED.. - ._-.®1 (SEE SCHEDULE ON . TERNATE "MLA.. a 12 1/2' ac: SHEw (E, (OO.Y WHEN 9 THROUGH 10) -. LEG LOCATION V 4 CALI•-99 ANDHOR9 :f j---q) ARE USED k W/ WHEN £1'DSfOOBNGC ED CONCRETE ALTERNATE CONCRETEOCK POURED CONCRETE CONCRETE ANCHORS I � REOUIRED. ANCHORS CONCRETE BLOCK REQUIRED. STAGGERED W/ SIUV (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 TFtw" 10) SHEETS 9 THROUGH 10) SCALE 3/3.1- SCALE SCALE 3/8-1' ` pl''J DENS FLORIDA BUILDING CODE Non High Velocity Hu one Eons 2tow 44167 = w TEm 'M 24 GAGE GALVANIZED S)EEI STORM PANEL N'. C W - MINN. Im OF S NC Mgtt SECTIONS : ' E.D FOR UBINAti .EDGE DISTANCE 90STATE 0 :1t I L E C O tilt: t PROTECTION PRODUCTS, LI C n um (SEE SCHEDULE ON. TOP & BOTTOM. MOUNIINtS CAN BENY �,c��•, f{ Dp„ - k P * Mat L1WET SHEETS 9 SL. 10) COMBINED IN ANY WAY TO SUIT A {{« t)RI .. \. "Wwr.' "4,4o'"m MA, rJNA lti. H4 14 2ffi-175 INSTALLATION. + .•N. '6w , m«llr, PHONE, 0")N =16i6; ,YX, (wi )BIM sm d'�/�" �'f, (M- 911 t1-1u �'y- OR"YG INK - N14tN1 1YLTEA A Jr., PE SNW 4 OF If N N Cn O� U �. U C .Cn U N CL N U cV /�//•�� VJ O Lj O O ^, W / "O -1-I � U- O - ''/^� . V � � N L O U Co O 1_ .� �-#j/'� VJ 0 N ® C%1LU - C� Co U coC) CJ tt - Cf5 0 O O U 6 ,C•1�t co L V >> W INSTALLATION DETAILS FOR REGULAR PANEL(1) INEALLATION DETAILS FOR REGULAR PANEL (I ,INTO POURED ONCRETE QB CONCB T� E BLOCK STRUCTURES INIQ WOOD STRUCTURES n Min, t INSTALLATION DETAIjt$ FOR REGULAR PANEL 1C� INTO WOOD 4 r I SEPARATION 1 ANCHORS CONCRETE ANCHORS - ANCHORS LOCATIONSCHEDULE ON ALTERNATE CONCRETE,' •'' ''-{§EESCH ON %' _ 3 ai-aala' ( [SEE 9Ct1E� a.. ,/s'w.imet• i ; ; / [SEE SCHEJKAE QN EASING POURED wNCR'E�. SWEET'S 9 Tl6M000N to) ," "^ / SHEET i f) •• ' ON SFi€ET 3) .. , iDm84 age 7-ST 44* GA4c n of ErILiTT#G WORD l . ,r J (#! $ ALTERNATE . lEG OR CONCRETE BLOCK CREiE...__- - •<.: f ., �I 1/4•aI. ,..•... AGE • �. REQUIREQ. ,f 4 ", Cn ♦mJ SHEETS 9 THRO1Cat1 10 , BLOCK , REQUIRED. % t / i11111 s 1 t Mr, TEAM TO BE CERTIFIED BY f f EXIBRNG POURED , - 0' LOCATIONPANEL LENGTH TOWI.EG (0 SCOHEOUARI.E REQUIREDWOW me `°; 2 wODD ANCHLk43 _ J Y /t/ G�US j L PRIOR TO SHUTTER f C01NM3iETE � / _ �,•«, skim 9 THROUGH i "'" 2 i1r 9) - ?/4' sM�EET 77C HEDULE Off � Oi � 1 -"' �oN s> 11 FOR 1l -ry r, �f • / ` qr`/f. 6 Y I , e71 d , .,.. ,..{Q. I , Ru6DDt ,EA Sew OR - ANCIRORB ALTERNATE WOOD ANCHORS i1 , --i t' In.. �•-- , M' M]f „WLnaA HIM i'/ 4 ✓ ! // p Ely- Ma WASHER HIM tSEE SCHEWAE ON SEE 11EDUli ON �5/x `s:,� ""-T-"T »- -01I WIDI'YnH SGIp OR t/2• 1 4 t/z L:}, D 3 .. 5T?ACER 1 OF "L` i N SFM�E4'ET tr) SHEET 71) - . �i'.,k."�''� itc.20i,• WS M&wt MUI 7J4`(D C- ! • T '' P I I ...1a'DNG11N'•. E 1 - .. �«-{ #/2' 4 a 1x ,/Y m.e. MAX./4'-eat• 9s.. Ws wt MtI MA7c, r'. / "<•-._.........,.._ t. i 1 i r" k 74« 11'g 7 } - ...L...�.__ t 1 _ .� CONCRETE ANC4IDRS at2 t/Y aA:.-.-.,.-..--- '2 -� 1 WOOD HEAD ED- - 1 ;` i• -Y- tsEE scHEDULE OH 1 i g `:. k REQLIREO :;, I j t #NAY. WOOD HEADF,_N 1 / TTF»O 6 I j SLEET@ 9 THRDtUGtt JO) 1- j ,/41-9W,Pn -M E - 1 4 1 i t.. f Mh. , k 1 C -- __ } [ I 1 '_-"7 REOURkEq f t 4Y-2a,' i 1 i I I woo Ious I 1 1 , I I CIO EO ; LL. �..- ��p y_.. O ,y I moo oft" 1 t/Y O.C. I I 1` MMMaaaxxx I - I 1 - i k�- - ` 1 CLASS �% 1. ! ` ! C r I w a e 1 1 1 '%-° { PANEL LENGTH ° • { j F�y •;� L WOOD ANCHORS 1 { j '( 1 ! i 1' MAX. LONG ALIAaNtW SPACERS O to 1/2• T 1 /2 l I t f E , (PANEL SCHEDULE O , 1 i'-7.� I {, 1 � 4 _ MG. (SEE TABLE /t ON SHEET 11.) 1 M i (SEE SCHEDULE oN i (Ma, � k C�{.AS� Q ! 1 I M ON StMEEt 3 1 1 i k. , 1 1 SMWET 17) j 1 { Mk,. 1 1 Min. 1 , % SEE NOTE N' BEI.DW1 FOR UMTA71O6 FOR 1 Min 1 lii t SEPARATION 1 ( I $EPAR.AT}DN ( l « 1 1 I l." MAX, 9t �(_ t) t 1 1/2- LONG Sk.EENES. EPARATOON yam/ , ka,•3`'t ss. WLIS w 1 % { .: 1 6: SCHELNILE TO OkA9S. L' 1 I PANfl L11NG3B 1' s " ` i4 t CJJSS. 1 t 1 A a I I -y TO OtASS. .. i ON SHEETS I PANEL LENGTH 1 I. ! i , -.1 tsEE 1 i TO GLASS, I 1/4'w�,l' 1 (SEE SCHEDULE E tla'I,.a,s,• 9. k tD FOR 1 (sEE sCNEOULE I (sEE SCHEDULE ! 1 (BEE SCHEDULE i 1 1 LereN OAR T (SEE SCHEDULE ON - L _ ss. ari ; I GRIN SUWEf 3) i - IMtn W SPACER6y i oN sO4EET al ON sHEEr 3) 2--.---. -.. .1.-- oN sHFEf 3) , I a 1 #iCSHEEf 3) 1..-.. 'S eyl ? 1 _ _ MRn, SEPARATION TO GLASS, 1 E sa i E S I t-..._PANEL. MATE FE`MA E ID OR PANEL MATE . aqi l{ PLUS (SEE SCHEDULE ON SEINER 11) _k_ '- f- (SEE sCNEOiA.E ON SHEET 3)_` M tlt'm-amlt' 'j,• MAIL O 1 I ( PAID. LENGTH 1-_ StffE.7 3j-. ......_._ .__. -. (M MR •L' 1 m 7aa U f SEE SCHEDULE r 1BAIM HAR Yif) PANEL -LENGTH 1 t 1 7 ^i I 1 e- i tD®w 61MI T-MFM ! /'L..... O PANEL LENGTH "t'__ 0t Mm. I - [,.-- EL MAX' i----- .. r:. BISE RR west SCHEDUtf (ON SNEET 3) i 1 - (S£ SCHEDULE I .- _ _ `.. j 1 1 1 SEPARATION 1 Y} t PANEL HED1TM - B SEPARATION i ' ON SHEET 3) EXISTGIA5S "tl .. 1 GLASS •--1 OI.Ass--`i EDLjLE i PGAIE !'a'01IRED �T U 1`P EiER OIAM 1 -' 1 (SEE � 3) y : OF 1.• I EXISTING i 1 r...----'-'�._ A["•4E 9CM>EDULE M 1 i ..._._____ _ �lpp MOUNT qy " ,�, E I i ; Ia18H ad s-e•) ON SHEET 3) 1 I i.-. 1 -- i Y r I MRi04. OUNT U' 1 ON SHEET 3) 1 bF 1' {... I i ) I L-- .,__r__ 1 t * 1 J ALTE M15LIiY2W' 1 COX.. ! ' MAX. 'i - ' 1 I i f M ' (Z�_(-'I M CJ• / SCALE 3/8.7 1 1 5� 1 T ' OF 'L 1 4' 1 ! I I ( - - f O 12 /2 0. s MAX. AS.D DESIGN LINOS FOR INSTALLATION. k - I50% E I - 1 ' U/ SEE TABLE 1 ON SHEET 11 FOR MAX. PANEL LENGTHS t I or v 1 � 1 I j jE.D. t . 1 �._.! E.b. _BRACER i OF L` i 1 MAX E` �' 1 C. TT45 t 1- t J2' D.C. I M _ { -�...8 1 1 e 12 1/2' 2G. �.. tEHGiN I MAx 1 1 DF 1` 1 EO '' t 1 ,T' I i `----' . I { 0 i rr 1 1 f 4"rxml' i I 4' 1$ 1/2` A.C. I 1/2` i t M � 'i k--.. . 1 NO F9N # t t 1l4•a-m.� w, a s tp` mD: -_' i a . { ALLDW1 EXISTING ISEECRE1EsC91ED LSE OM SCONCRETE CHEDULE ANCHORS 1 I _...L.-,__- ) ' ' i l '' ;; ' .• WOOD ANCHORS * * �TEL 1 i 1 .-..._,_....�.�.,_..._ ...._,._i E° -.., - d^3,. ' ' e 6 ,/r o.0 CONGENERS - .\.\ , l � OF WALL OR SIUAB SHEETS 9 1ttRDUGH ,O) SHEETS 9 THROUGH 10 / 2 Ilr LONG MAX. ALUMINUM �.! M _j I j I i W `, 5TAGOERED W/ SAID R 1 - REQUIRED - T. CONO110N) ASPACERS LLDfSAtNO 6 1 4"Nq P FOR M_ 1 .. - s _ (sEE sCMBD1IE off 1 , ! it O 1 +•3/4• PIfURED CONERiTE tt i , W MAY BE i 1/2' low ,F: 1 ' CON POURED CK EXISTING PQLBEED COMCNERE,� , LFN6iFIS FER SHEET 3: R 1 ` ) 1 -" l 1 ' i� • (- -�- 'X6' WOOD 2�� �l 1 I, .RS CONCRETE ANCHORS I ! ` 1 }'�' 4 �f f SHEET it) {t1 A MI N Is MKWN m A art S1�f tRA/er� M A 16'-G CK REQUIRED i t 1'+ SCHEDULE REQUITED. 0R CONCRETE BLOCK 2',t4` WOOD i ;, -LJ1E: i = i " . MAXWY MfNM wOF IOAIrrOws 11 A pE8+�i1MM RI,1M Aw+' +.. ,_.��DD [SEE CONCz CRETE ON RENANR C I i' MAX. LONG ALUMINUM SPACERS O #-" ' I + OXIC4N0 mmw OA919NILY Ma"m ON ssm 11). WOOD ANaaRs tee_.- T 1 I , # O (SEE SCFEODt£ ON :, 1 PLATE RECUR WOOD ANCENOR5 - I ,)T _ ' (I) MICROS gom T,R111 LIM+ORNT BA. "Aft FEMME O OR SHEET iSCHEOULE ON-��,��_" •3!4' - .-_._. 'a 1 � ! SHEET 11j •'^-^-€-D.------! ! 12 112' O.C. [E TABLE /# dF4 : 1 ` , f 1 „ A4" WOOD SHEETS 9 THROUGH 10) I ,.. STAGbERfD W! STUD SHEETS 9 & 1D.) ✓ - ON SiEir IIANNCm" A5 (BEE SCHETWtE. ON ww As nW R1DawMo Mac �,.._._F_....r TE RED *ten WE atut ee t� AT 6 1l+' a4� E I I 5 { # THEIR t t) OOwgw Ww 1 f4� RESTMCMCN FROM 12 1/r *A SKIM ALORm ON 7' AN.,----- 3 ^^ 11 i W -, 1 1 1 ] D) NP+I E {O MAX. ss OWE wMla LexinH R 1RRrty To s6• At AN 1>PpaM ///) SOME 3/at-t" SCALE ON-�-'�-- Dlla It A R FI IVIDN FROM IA WIM FARM, LOOM ALLOWED Ot [�a�,�� SCALE �1. V w �•WAMMRL 6Rw/1 Piwl. LEkMNN Mi 11 9OIEOVIE, ssaff 11). CFJUNGAND BUILD -OUT YOUNTiNG �� C V [3) s r Nam w{SM "I II Oer ta) 1 1/z' L 04 SPUGOLC F I al.T UNG SVt IE As Imlutm aK Ei U NMME 4W NMEO Aw:F%11,11NA wLwO FLAME. twia. 5GU.E 3!a'-1'. fiaET z. Ra6AU+oOQI OF , tNJ12M' URG a n9 OM.v �,..:_ 1 ■ M V IO R1R NRO WOO 3lA iM±f)SID 0Y ATM SOME 3/6"1' SOLE 3/8+1" (4) AB7M:u310s1 WWI OAY FOR WRO E-7986 eUNavM AO the 2Dm [7N,tMpt) a 71W FUOMM 4RNnM SCALE 'A". SCALE HININ! q 1ZONES 1w-ft 2 A 7 Fa AsrM-1 tunurrrrp0 1MaDSM DIME 4�4 a 7r A Ttttlr t t sF� LLJ him FLORIDA BUILDING CODE Non h Valoo Hu one Zone N4ff5. ''' Ep14« ••a/,fy FLORIDA BUILDING CODE Man NT h Vaha Nurxicano Zone) N (It{ COMBINATION OF SECTIONS £*: NO. 14i67 . ? FL.ORIDA BUILDING CODE Non iR h VelocityHurricane Zone s a <12o2a nttxo. WG. F,P, T. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TILMO, W¢ F.P. R C(OMBONATTON OF SECTDONS: 1. IN5TAUATION ARE ONLY VALID FOR MAX,..A.S.D. $ N. 4 - T U I CAN BE ) s : a mao2l n'Rm. Mr. F.P. < D. 44167 , GALVANIZED STORM PAN EA 0, 4i 67 24 CAGE GALVANIZED STEEL STORM PANEL OP el B(T(TOM MAO NT NGS DESIGN PRESSURE RATING w f AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL 24 GAGE CAI. ANI D STEEL EL DWWw..6r; DESIGN PRESSURE RATING �(a,B.1j AND: PANEL LENGTHS B *,: B DRAWN m COIN INLi7 MN ANY WAY TO BUTT ANY P H ON ((�� j.'. STATEEDF _*• * .TLrs�.. - wwlalw B AS. PER SC EDULE5 SHLFE'T.3.. +O'• f COMBINATION SECTIONS: x = '^-._ IT TOP k BOTTOM MOUNTIFFGS CAN HE AS. PER SCHEDULES OMd SHEET 3 iE7tCEPi FOR >^ : mtIND. a INSTALIA"fTON. 2: FOR NEW WAD FRAME RN CONSTRUCTION: WOOD ''. /R` ,•1G. In/AT E. E.D. (SEE SCHEDULE NOTE FEAR OF „a., STATED !+ GLOBAL PROTECTION PRODUCTS LLC. AWOL COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2YY . D'. STATE GLOBAL PROTECTION PRODUCTS, LLC. eI C t, GLOBAL PROTECTION PRODUCTS, LLC ale SEE SCHEDULE ON a fL EC O IMc. . IRE ) S3 • �L�E ICU O tNe. M+aE. MEMBERS TO SOUTHERN PINE No 2. W/ SPECIFIC 5'3yrr / ft. E MiRI IRA t TOP zY BOTTOM MOUNTINGS CAN BE '�'�O •. 'Of.ORiDp' LUT irsrWa A 4H00 SW. 61 STR�r INSTALLATION. ''' O • ;' GRID • • - 'e0° aW' i1 mmul. DENSITY OF 0.56i OR EQUAL. rr aNAL N ntrr A - - A1rc woo - . 14 z SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY '''i 'C ' • rm Au. a. m.. xa. riAiM rvwW n an« IAWF. FL 333,4 20-175 Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD L . • l014, Aaa xo. ,,. W. m 1i1«P mummW, n aa,« OWL FL 333M 2G-175 7Arau o A.e, aw m- w N«: -- aural n - COME. w ow. 20-175 /«/ ""' {� F14.i :Pia CF-tM0 . Fs I DiD iif-Ttb F11aE i16f-'F84Q I1VE 7964jOB-6797 �7r [1 ....• hmw's. P.a FH.fFap . f-. PiM W,-.tien G%t)eLW-T6M6. fAC.. {96H)feR-BIND iMr: (77a eH-.wm . f«:. P"I Bf-1W RMt� {m64iW+76Na.. F;Mf: GN64jMM'R7I7 VA i] 01i Ialw,Rm W[ JOnw >01,iIM ia.M. Id,e, aPt OR«'F10 Nm / OImlAmla /lm CA-ImO871Y � .•imA ww..t... MEMBERS TO 8E SOUTHERN PINE No 2, W SPECIFIC "Ai ! .•..w w1-.wr<,+ •-'-+ ae..a.x..i, , � { 1AIar 2 a M J INSTALLATION. /i� .--_ H:A-0OM7M me w: itlrroR F DENSITY OF D:55 OR EQLIAt, I/IFNMMLNM wM]RR: 'Jtr PS. : , • i P.E AXJ$"YdW jpVO wLLt4i A -'_-4 Of -4 P% .s IMW4W Nm - /rlilftBl fSMNANRE/OME. WV3EA A b., P.E s,MCr s m ,e 441 . - WINE, a a to 441 SHEET NO. SH 1.3, OE9NOI PRESStatE (V.a.f.j � k ANY � 7H6A WA%a11UM PANEL. tE16TN (tL) TAPWN IAa SCREW PANELAUTE FEMALE ro PAta1AfATE PLUS w000 �� 13" 13' 1Y 13" 13' W {tom) 1S' 13" 13' 13' 73` 1W{gt)iTOif} b 1 2' 81 2' B 1/2- 1." B 2 a Ile {TOP) T4' J Ja 814" J 13' 11" 13" tY 7Y (� +'46. -"� tE1�SS 13' 13' 13' 73' tY 13' S3' 13' i3' 6 7fa' W (TOP) - - 73' 7Y 13• 1Y B' iW 8 a t/a` B IJ2` fit/2" q(B,Q�eTT(Ba) e•.•^j - a 1jf' 1a i/2' 8 1/4• (90R.•) > T•L-fQ' 4 t 4` a 1/2* a l ^ QP (top) !z 4 1 s• r SW t0 T/2'72" 7Y i3" 1!' 11' B 1/2' W (90TtOM} N N cn �--R U N 2 =3 � O END QWSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. 0- STRUCTURES: F ♦� MUM A S.D. DESIGN AR _� � O _ CONCREIE BLOCK OR WQOD VAUD_ R REGULAR, FOR REGULAR MORL1 PANEL (D INSTAL � oTIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES E; SURE RATING s.f.) Aj�j� � P(jNDiNG MAXIMUM SPACING C � � SAFETY & E-Z HANG STORM PANEL M SYSTEMS INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK 'STRUCTURES � � (VALID ONLY FOR PANEL♦1 INSTALLATONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 3) SCHERULE FOR REGULAR MRM PANEL 13STALU fn (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) cu cn �pq�D ca,CREtE: SECTIONS M0QQMUMO -0 ja^1 (, AL47 OR �lICR&OIxt-7R L W VARtf5l Yx4' tLQaR FwkF. 2 x S x ASS S1� H-1s noes n uwT ! f. ia.ur O _O d & eI M s 1An RATING TAPCON61H tf4 * + 1 7J4" Pd OONCpEfE I2 OJT' iMDiAtI t/ 12 O.F=own OF THEM O I„L 4' To BLOCK 04 rxs Y00p � ROAM4 BLOCK 1 ! ANCHOR 0 i4 0`A�' i 2 1Jz ( ([ YN' t1IXi6 ifW1E ! OR t O ` v ROGtARkD ! \�i' V` 1n NYi PAIMI � O O �' 6 cy 4t/4 aA►� L Qi L prl IarR134. :1 tat x. t 4' !-,,,.1..♦/� }.R N-WVJ Q A+CO,7 >� i TErFM7E EEO tACAT101V Mm 'xreA •ta 1' ! 2 Bs O ^ e 2 O.G l� VARIES. �•�,,� a' x 2' I r x A8$" T O� �V s IA,r 90< t cLx A1FAf AMR OR tAx. l - 1 -H1S4 SN 9 A11T SOB EkT' ' . CONCRETE . PQiR1E0 " �..__.._.._ La11tliF1E, 2" z s' z .125,..% i • f " IT { I / (+'+P S HrTu ALUM. eD,t t 2 xa' 710aD FtEWE 36O1B3-i81 AFIPf 2 fir - 2- -- ! f_ U CONE, A.ix[. AlKXE - ` Ncx. 1 1f« •. :��.• ,v-e ���::-! MYfx.-.GAP 1/4•. R 804T,' ' : 4'.x A7Y e 1Y 0.6 �5i05-Nt4 OR 0063-T$ Nlar W/JAOAMa C .L Aun ANGLE N rli E (PLAN) C (PIA ) CAS PLANS CAS B LA �? {P. SCALE 1/4--1" SCALE Ile-T' SCALE 1/e-l' SCALE 1/4--l- A am- EggiR7D ON ELODD P�WE ! t:f •\:f K.'I OR $j 1-OAP, aOnM OR 1 PANElYN7E PW9 7.5% P OURED01 pN 0. �oYE�,P D AIDES^ ! 4 & 21 #. fo t 11) OPF41AK7 WIDTH) TE PWWE. ! 3f4, Wa#, AT Aits III A � INa�MN PANEL ...- ! vAR1Es ! `� "' " IJ 1 tIFAR WnJv IFRONT mLENGTH A B D. DO" LOAD LEI I ✓i I4n ! ( r Ew fv+) 40 PSF' OR LESS 8'-6' x . S.O. iBStANCE ! (ttn) ,����� S '. 1 /+/� GOGGINLE > 4o PSSI: TO 50 PSF 6'-2- 1 •` YE'tm;:aw4aufr�ra A Tt"q" CASE G (PLANT A Iaax PANEL LENcrrls ARE D vwo:OR INsruunaNs > 60 PSF TO 6D PSF s-1D- ° 1 4, m Py� •. , � `•rC tl4'•4'PUM A MAX. PANEL LENG(HS ARE ON Y VAUD FOR INSTALLATIONS VALID 7FiW vANFa IHSTALUTI.. (N4 MOUNT AT wAU,SLtYfk,sNHtan,7erpK wl s0(JD SET ANCHORS & wfsPAGeR AT 12 1/2. O.C. 1,717A t.nnl, wl SOLID SET ANCHORS h w/� SPACER AT 12 1f2' O.C. N0; 441 �`.% SURFACE LEVEL VARIATION$ WITHIN 3/4` 04 � it;Fl.A,Ommm * : tk FLORIDA BUILDING CODE Non h Vebal Nu one Zone CEN FLORIDA BURANG CODE Non V V oc) HuMcons Zone V FLORIDA BUILDING CODE Non High Wa RUMcone mm Zons CASE E (PLAN) CASE F (PPLAN� :� axeo TsiB°D Ro 24 GAGE GALVANIZED STEEL STORY PANEL 'S a . 44167 ' 1 x 1x3xa xx 24 GAGE GALVANIZED STEEL STORM PANEL 'a O. 44167 s °�A0 `A'@a °� 24 GAGE GALVANIZED STEEL. STD( PANEL � W. SCALE 1/4•-t` SCALE if4'-f«. `1yr per,. Pf(}R40�' ti _ - _ - _ S rys 6s�J \� r� BAL PROTECTION PRODUCTS, LLC. sae ' *: A* I L E C O eNe. AL PROTECTION PRODUCTS, U C. 07roaa s'O STZE* _ �� GL08AL PROTECT] PRODUCTS, U C. o7roJ>vaR .. 1� .. ::.:__ kIIN fn E C O iNa. ,eoo S.W. al sllett D �" TE D}�-�"" �� s... No Am 91!''• -__'.' IL ECOINa. 48G0 S,r. 8T til1FE1 ''>�. �, 4l00 SW. Bt tW GROWING ft w,...ED°OM FL 9s14 's, c .• ORIO:' t/ aO?s7 ca a w N m ra wRN n ma aVeG 2D-t75y aw r o aRrawR w sn« dHe n sssu20-175 I9v a p19 Perm,: (M)SN-7a,a. FN[: ( )Nff-s797 20-175 F'�,'1�MR` (k1110Bo-7R,BFox4m4 '-9An rw,i. , OcnF`b+-uM1.,wa AWNS, (1154"-TaYa FA10 0 1H)WO-oneGt-00e871R Nx,Y♦ 4imwex, Fes Nrelereex + ry N a. w 1aeff,au, vE • �•+ w 9 afa r' F+++NwN, fil'Twi'�r Pt m x+Rtt10 ao 1a. Pr IWLtER A 4!. Px east a or to fFnnF t we. feaw. YwVwY -rx INSTALLATION.�AM FOR LiF SE AFETY PANEL C1) MAXIMUM A.S.D. DESIGN b PRESSURE RATING s f AND CORRESPONDING MAXIMUM ANCHOR SPACING INTO POURED CONCRETE OR CONCRETE SOCK STRUCTURES NM WOOD STRUCTURESt/4`R TAPCOH POURED t/e# TAPCON NG POURED 1/4Y TAPCON PQUREO 1/4•f T POURED (VALID ONLY FOR PANEL tSCHEDULE FOR R STORATIONS AS PER ALTERNATIVES SW 2 14w, ON SHEETS 6 & 7) 11 AIK 71 ht o s oc (�� BLOCK OR ANCHOR O $ a.C. OR ANCHOR O 9 O� C E BLOCK ANCHOR O 9. O.0 BLOCK liiftE BtOGt caNCRE1E 61.00K CONCRETE at.00K CONCRETE 810f3c ItE0U1RED. 7KOLirREp. REOlI1RE0. ti6OURE0. �-- 2 > O 1177 /y, it /4. tom. , ,I./. I� 7� VA UN MAX. PRESSURE RATINGEO • i £t7.• ! 1 E.t1! I E.b.+ j !. - ' 1 r 1 10 t._ RATING !s • j Y �i 2 eCL n i 1 B r Mm i NR_c I f { 1 8 AR4TgN I N-�'SEPMFATIaN^- g t 4-R-so t' I TO t4R'65. 7/<'R-aB.t' { li I , 4"4.. t' 9 d:ISiN ,fl TO GGLAss:. tJ4wzm1` t Cfi !� i(� r , 1xA1sW 4f IX noes �p sa,ean W G1A55 a 7Fx.ri.W II..- it_._.. - I - Af&. ,rare 1 GLASS a•-.._ <::-xt_ ao f7x:7FWWD. "V' 1 EA GlA'SS R .. _...:.::.._...� .,..> 12 i wm r 4n i j i 11 i 90tN o4R r s1 u I t y B - I , N I - -I T 7" "L" NA74 Ilex. II "L` AIA7G N 1 L wx. a I %PANEL LENGTH a--...-_._,_ PANEL LENGTH 11 I f PANEL LENGTH 9_.__._--___J._.__ • (f� �--- -.._r- e__----.- r - 67 PANEL lilFCIH --------- (SEE ELEVATION N 1 I (SEE ELEVATION _---_---- - - (SEE ELEVATION N I - (SEE arall0N - - '-- Ek B 1' Min. t I ON SHEET iZ) / 1 ON SHEET 12) N 1' Llln. _ 1^ = 'ON 12)L 8 I ON 57fEET 12) I ARATi�i- I I pff TO G�v�. i N I IR Ta °Ass. I N 1 N 1 j� P1� ' � Q W t d` 1 - I I 1 r I' { e e E ( E. I ED. 1 ED. v CCS D 1 f + SEE TAKE 1 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS • SEE TABLE /1 FOR MAX. A.S.O. 'DESIGN LOADS & MAX, PANEL. LENGTHS Wl- N SPACER- IS I at2 see 6 {{ USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEEP 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 r' 1 ac i to Eq 1 !�y 3/4• >. 1 i '�-_.___{�__..) EO \` taw 4• EO - etk 4` a _ !_ "Rs ttrx Ns TABLE' /i A - / �• _ ' 4 / It 12 . crates ? U O AS O. a( ) LOAD MA11DItUM PANEL 1+i�NaanT o a^ O.C. fAN4d o $" O.C. I L *C Ilesice IS 61 O.C. OON 1/ANCHOR 6 V 04. y 0- W ISTN,G POURED CONCRETE OR �EK1-5TyiHG POURED CONCRETE OR E783flNtt POURED CONCRETE FOR Pt7ttRID CONCRETE OR i.E1VGIfi tiE BLOCK REWiREA. t.,.x�WRETE 6l.00N Rtoumm. `'"Z:DNQ- BLOCK RIMMED. �'wN BLOC. REOUIRW 40 PSF OR LESS 6'-B` S€C71L�N R-fiA SECTION R-1B - > 40 PSF TO SO PSF 6'-2` > 50 PSF TO Fa0 PSF 5' 10" It REGULAR PANELS O LIFE SAFETY PAN€L O LS�AFEF PANEL STORM W�4 MOUNTINGS WALL M NOS A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS SCALE 3/8-1 INa ...N40 SCALE 3/6-1' . AN PANEL MATEg *T j PANEL MATE PLUSMAX. 4 44 CENT % y H w s wi t 2" D.G. 4. ANCHORS & /' P4' N ! �E ......,,!T *s DENS - FLORIDII BUILDING CODE Nan High VHaa Hurricane Zone s ND- 44167 � FLORIDA BUILDING CODE Non HI h Vaiac) Nurr(cans Zone .� MR ANCHOR; 44167 a°0t01R1W0 �` 24 GAGE GALVANIZED STEEI. STORM PANEL r¢ S * a4eR ar STATE OF s IO tNe. "L 24 r GALVANIZED STEEL SroRM PANEL we"et o7Ja7JrWm e7/P7/taao ATE OP 511wave )*�•..... �1LI COINe. L PROTECTION PRODUCTS, U.C. i3Al PROTECT" PRODUCTS, LLC, .i ar s st. eRae ns7a S.W.i4mo 9W. at MIT oar: '" F • ....;..•. fa. tr ,w,..,.0ov,wt�,a.R.,.am-74sI Plwlc (nxBRas+o. nne pB.)-9m ao-17s ! ....w...... rraeq!©uuNtN Nr. a+n 4i. tN. m teeiw mWe41 n ,F,r Oa[. R m,a 2D-175 FE n.. • P00 BOA-OOO97i9 4n_,Fm Ar,OFi» i9#43R99-7R49. FNe 934kaF-9777 0NFr1w tta rrrf1 Ht�ejtt tt A J, " _ Alnxt tt IW 1R - WN.TOR A, ar A.E.FLZ., o r ax.. msEt to a fa ITI 9.1 INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'e TAPCON POURED 1/4'R TAPCOH o POURED ANCHOR O 9" O.C.' BII.00!( ANCHOR O 9` O.C. i oft CONCRETE BLACKWADER / ItEgtAREp. cn REQUIRED. 2. 1/2• '1/y , 1/Y 'i/4• W )66 1 j �Y/ / I i i 1 B ram. i 1 9 y i R^SWAPA 1 B TO Gtnsa t 4.4.axF' FX67iNya r' uo cei0 MASS _r.:= �.._. _.1.w 101E ltxeL ' gp B I fF)WI WN1741 �, j -t f O B�__._. �_J PANEL N 1 AIL PANEL LENc1N n--- ,--_. o• LE.OTH N t` Len I (OtK 1121 1 (SEE ON SHEET 12} S. EL LENGTH (SEE c9f) B tO G1A55- _T- 1 1 fi i ( V CD E705TN1p POUI#.DI EU! EfOSRNIG PDU ED 4 t ' CONCRETE OR"-' CONCRETE OR f 7 ItE BLOCK 1 F BLOC. ; ! Lamm) 1 11_�....._.! 1 O 1/4"R PANFSMA7E a: '�^1/#"R PAFt$IMATE PSI `L�, ANCHOR O 12 1/2 O,C. I/ef 2 NELMATE) -. -PLATE mu MOUNTINGS U W SCALE 3/8-.1'SEE �/"� >_ SPACINGS WBW v e0unun *`�R A. rlif4 f, ,,??I, w s FLORIDA BUILDING CODE Non N h VBbai mu one Zone 's •* : T1' : Ar i 4t»>m tatpw me. 24 GAGE GALVANIZED STEEL STORM PANEL F.A' Q of _ DRwm Z STATE or z 9'. GLOBAL PROTECTION PRODUCTS, U C.rri07Q 'spcF f10R10 I#LE��rOtNC.AN, 4eaoxw.oislT y! �••• ••• /DATE _ ,1a 140. M.�IIr. ,e+t16, 41dY1RR144 00Km SB74 N�NaLNiwt`<.. Fr., mN w m Fn-net PROMU (054HN-INS, =16"Ne9-nn 20-T 75 Mae. SM N!t!M CF-ODOB719 rar na r Nvanw Fa OPoVNIC Na PE. sem./ YRI OW.. A 'Jr.'.Pt. ,. aD Ya 4 4 :&IFEf 14 fr fa ^J SHEET NO. SH 1.4 MAX. A.S.D. taA%IANRA ANCHORS SPACING FOR £D AS SHOWN ON SMEEtS 6 k 7 APPLICABLE PANEL V13 Ile 8 1%4" $ 7j4• B .11 aIF.ET$ to t f6 FOR AID 1tre t sPAutD FIAt'. � INTO WOOD FRNIE 111IA419406. LINORILi MKa1aB AC YmRIIAt faOE OIOMNCE ARE 9aICIQED ON THIS SCHEDULE FOR E0. LESS 714YN 1MaO#1m ON eENlCLt£ WALCC ANCHOR sPAcso BY LRATIPI.Y810 >pAExtG SFIORN O. 3taffGrli $t Ili PDUANID FAC10R4. FOR LIDS OP8M1pN '@ � BE7NKE0 t,7ACa16 �iA9fA USING FACWR S,NLI. NOf 8E M EACH ANCHOR LEES T7xW iNOAO fiP1P.R1p NOMINATED FOR 1YAE ON Tf118 spNrplRE. 7/41 1 4R ietal017 WPP'[ TFPaaI IeYtR4 MId10e tR1YCRq(N.j 3 3 IeieW lar[ NnonNe ¢U b s a s ,Ja „wAr,asnl I:ra4Y ame p+) AL1ML NwE as891DB � 19iCtDlt s tjr of - b• Om im 3, ALA%. A.S.D. DESIGN MAXtABIM ANCHORS SPA4iIKi FOR CO. AS SIKNM W7 SHEETS a' de 7 �£ � / k ANY PANEL Lt7�?H TAPCON TAG SCREW PANELMATE 77ATIFiiV+TE WOW � 73' lY tY 11' 13' d - IS" tY lY 73' 8" 7W 01Q17O1Q a 1/2* B 1 /Y B 1 ' f 2 $ 1/2, a t 2` / (T� b 4 4' / 1 f %T' a 4 OR >',r a a Ir - sW ) 13` 13' 13' t3^ 13" - ( +4a -4a +� -tp tY tY t3• T3` f3• 13• 13' 13' 10• 1W 13' 73' 13" iY b t/4' 1W (DOTTgI) 9 1/T` a 7/2` a if2' a 1jT` a i/T' (it7P) 8 14` / i2 T • JT ei4' / Orotr.•) TO 41 2" ! 3W 7 ' (�rloNj 73' 12" 13' 11' / {fQPi 13• 13' 13` tY 10' 4W (BOTTOM): esp. DES10N. AW�{d87 ANONQRS s7VK�aa FOR xwat Ea. PER Br.I(Eo(1LE BELOW aeE � IaO01aIM PANEL MAX. as.D. DF90N PRLSStA3E 7aA1LBAUN AFtcIlnRs SPACING FOR M71 £D. PER � BELOW APPbK1BlE P PA,F3.PRE55L7RE (1L) TAPCOHSOLB7-SETPPANaAMAC-NAN,aI wa f,Y,LK_4NEENGIN �NYnBa�.WW�WL'7�)p�,�t01gWWi0W� TAPCLN4Z�aC-NiIUNONt1I-WE PAt3aJNIXE P LESS 13" IY 13' id` 13' lY F3' 13' 13• 4Y tY TS' 1 a,� oB LESS �-+5 +BS, -a5 43' -11' tY tY T3" 13" iY td° t3° 1Y 73" 1 fJ2 1 {LOP 6,�, OR tY tY 73' 13` 15" 13• i3• I3' i (BOTTouj t3" tY 13' 13' 73` 13' YY 11° 13' t3' 13^ 1 ij2 f (BOTTOM) tY iS' SY 1Y 13' tY 13' t1' 13" IY - i3' tY 2 (TOP) tY 13' tY tY tY 13' 1Y 1S' tY fY lY tt IJ2. 2 (TOP) 13' 13' t3" tY i3' 73' 13' 13' 73• 11" 1Y fY 2 (aOfiOM} 13' i3• tY tY tY tY tY 1Y tY tY 13• t tJa 2 {IfOROM) 7S" t3' 13" -F3` iS• 1Y 7Y 1!' tY t1" f3' 73' 3 (OAP) 1!' 13' t3' TY 1Y 13" 13" i3• IS" 13" 1S' 11 if2:3 (7qP} J2 1 #. (BOTitJMj . , s B 1/z a a` a 71 + a• _ a' .. B" - $• Is' - a• - a` - a' - a• 4 (OOTiOM) 11' tY 73' t3' i3' 1S' IS' 13` 1Y 19' 13`11`tY t3' t!tY 13" f3"(Tt13" tY 13" 13'11YtY13'1SS13IS'13`13"1S'tY M tY t3"TYTS"1!'71'13"n�T1TOM) 13' 73` 13' tY 7J`73^t3• 13"13' 73` 13' T3'93•tY 73' t3` tY t3' IS' t1'13` tY 13' 71 Tf3-a k'•^+if<"atf#"81/#�8tfa' 11' S' tY 1O IJ2 13' 't' iY T 7 if2 (POP) Ta t4'^7` fY $' TY tS' f3` $.5/Y tY $ i/a` g tf2_' a if2• t3' S IJ2` 1 _ i . W 13' T t3' ,3' 13' 9 IjT 93" 9 1/2 70 1/2 > Tf2 1Y 8' 1 C1W7TQN) /3" 7 t!Y tY tY 73' 10' 13' TV III it' $' 13` a 4jY 4 {BaTide) 13' S" tY tO 7/2. t3" T i3' T 7 t/2 a tf2.. lY # tJY 2 (TQP) tY $" tY 13' tl' -a i/2' tY a if2" 8 IJ2' ®t/2' tY 5 IJ2' a (TOP) 1!" T tY 13' 13' A tJa 71' 9 7/2 40 if2 T t/4 13" d t/2" 2 (BOTTOM) 1!` 7 t/Y.. 13" fY.. tY tOr tY fp` #t". B" t3' $ t/Y. a t6oTTDM) iY r` tY 3a` ta` o t 73, 7-1 f2 4D:1/a 7 7J2: ta• a t/2' 1 (tQP} t1" 7 tfx" r3• 1a' tY ia• tY TV it" 11" $' 73" a t/2� a (TOP) 72 ifs 12 1/2' $ 1/4 " $ 1/a 12 IJ2 ` $ if# - _ ffi 4`'. _ fJ B if 4" 3 (NfOtT�O - -.... 12 1 T J II t 2 / $ i A' / 8 Ile 72 1 2. / 12 1/2' . - 8 i #" J 8 i +" J 3 (aOt'TOYII} T 3" a" a. if2' 7` 3fJ?" $" #" 4t/2' Y $t/2`. 3' 4(79W} 74fi'.. 8'.. 7" #' E" #' #tJY.1 lf2'fl 1fQ' 3" 4 CTiW}.. - � - S t/2' - 7 1/2' 1 S fBQT[U7t} �` - 13' T tY_ 13" 93' 4 t/2" 73" 9 t/2' 70 S/2 7 7f2' 73" a' a (TOP) 1Y 8 7/Y13' t0' 73" 10• i9• $' 1Y $ tja" a (OAP) tY T 73• tY 53' 4 IJ2' 1Y 8 t/2' 10 t ? 1/2" i3• 8 ffY 5 (801TOAO tY a tj2' 1Y 13' 73" 10' 13• 1p« ti' 8" i3" a t/Y - (Bd1TONj tY a' tY iQ 1/2 13 T 11` T 713' 8 IJ2' fY a t/2" 9 ifY a 1/2' f3' a {faP) - - 8 t,�#" B. t/4' $ Ile 6 7Ja'1/4' SEE StRR'f 17 F'a4 AHOIff�4 TIFF R *J 1VCRiO MR 914PA17ATlOMf 1171a 1700f7 71►WE aIALDINi'S. # fAMIWM AtiLigR 9AAC1iG5 tfal 49RYUY EOOE MBTAIICC ARE 1NMEA7FA ON 71+B SCJtrWLE FOR E0. LE45 71WN RitlrotldQ INK S:FIF.OIAE AL1117CE ANCHOR- !n IAA7PLtrla SPACING $HOME d'F SCIKDIAE $r tIE Fp1.OW9m FACTORS, FOR TK9 OPF3uTAm W BC:P055B1F. IttAOCED SPACING QarAA7Et1 t15Ne rA1;tOR SHALL NOT x tEas rttw fulewW 5P,1C9F9 eo,oARo Ftln rAaH AN49gR tYPC ON Tflis fiL11E0iAE � 1/4`i 1/4's )/4'r. : t/4i 1/49 1f4r tN+rAi1 t9t0-rtf v+lrc-11aaI, im18R1M ANCHOR MJ 3 s s s a iJa' a tJa soot s S+Jz" a 7Jr s f/a a tj2" 4. ALTlBN..� LIBQMY - �v r ox, ale - tm - aes ++' SPACINGS 0lAY VALID AY1fEld SPACiJt 9 IS 11�0. SEE T,�BLE./i FVR VAX. AS;a. DESIGN LOADS VAX. PAN0. WHEN SPACER �1 IS USED ASA. O1 LOAD PAN61 4O PSF OR LESS $'-$` > 4O PSF 1D SO P� 6'-2` > 5O PSF TO 60 PSF 5'-tO" (SEE SECTIONS & ALTF3N(ATNFS ON SNFEta 13n 14, t1 3fa)-t D,I+1., 2. O 1' MAX, R-tA/S3, R-2A/13, R-3Af14, R-1B/13, R-3BJ13. R-3Bj14. Y� t� �• R-1AW/15, R-2AWj15, R-3AW/16. R-18w/15, R-2SYt{f5, R-3Bw/S6. t•� t� O - � O t3 Q � (°� t12 I (I I � t 1` � � i� t +ti-loaf • s.s. ears rem I; I i ;; � 2' { j i � l 4 I 1 { � (USE t��?EPK,•fN ' } t `,' i PANEL �LENGRi j i 14i � RrsGUU114 axiel. s I i I ' REGULAR sr3R7a PANEL 15 . i i a'-s' o +4aQ. -40.o P•R,r. I jj F 7 1 (W/ WEakM AOt PANEL f£NO7fI BOLT) E i 'Y f j } i { I T-a` Q -a4.8 ,R t. UFE.SN'E1ORM PANFE O +aO. pp i } . I i S g Y E i , 1 LENGTH IyVERLAP tdAi PANEL BOL { I f , . . aY » f /Q A � F I ( f� 2'-a- Aat(.'PA1�L LLT,DLN A7 ALL fAfDlAil#7G5 5.5. B(X.15 W 1 I AT ovEltl� i I I It i { I f i I-r �---?--7- r-`i-•.-• 3 - j tl� : t � E ii i 3( i S 7 5 k f i I I k ___3_ � I-OVEIelAP- •-aNETaAP 1 ji � OrQ , YRNG NUT AT _j �rp,L408.YJ1 L_._W�C NUT AT y---S �y�I�p�/�p 3' MAX. LEFT PANEL RIGHT PANEL Y k4X,t t N45TAL1A1'tOIIS ONLY VALro FOR WIND ,• AaTL R-tA/13, R-2A/13, R-3Ajt4, R-TBj13. R-2B/T� R-3Bj14, r Mr,:� SPEED aP Tv ssa mp,6. R-SAW/f5, R-2AYf/16. R-3AW/i8. R-i6W/T5, R^2B411fTS. R-3BW/16. � --.. ANCHORS (SEE SECTIONS & ALTERNA1PiE5 QM 517EEf5 13, ft, f5. t1B)._..._.._-....._:�_._...._....�..„.,,...,._„.,,._.....e WAIL 6W ):j,�E�ETY STORM. PANEL t'1• ELEVATION (�`} �! 2.aaT SCAB t/4'-r S�fORAl1�PAA#i. (iM1 O+Fla�t f�M43tE VOL{f!i itttttiLflFt+ r" � PANEL IA4X�� ,..r> - LIFE PANEL �. :1F -' FLORIDA BUILDING CEDE Nan High Velao NurNaane ZaRs- 5 ;.Q �04019.TCW NC. rA. iS�,•., DRIO►` � 24 DACE GALVANIZED STEEL. STORY PAWL �„ N.:...���i II. E` C O iNa. AL PROTECTiON�'TS, LLC. 07/"aNa SECTION A -A ./ 4e0D S.W. s, SCALE 1/•"-t' �1( kN:,w. 74 za-f75 [ ,w :. am7 t+,-Wn . rr . cFFU Fn-,aN PxdfC i954MBR-73,a. FAX aro4-at97 aAww Na - PE SEN./DIa4Vffallli iWt.RWCA 1xUft,lr.. pZ 44K 1N ,eAr - AYr 410: fY O'te INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL C1�` 1 = YmOD HEADER I W f gUL9ED I OWREO TZ�pLiIRED § `4 '' t 4•R TAPGOAi � +.}'R TAPCON IipR. O !1" D.C. OR C $` O:O• �` t 4'R TAPOpit OR O 8" O.C. � 1 44 TAPC�t tNr O $' D.C.O.0 tjT• I 7J4• IJ2 1/t• � �:tJ4" fJ f ` Y S 1 I ii 2� J i ,i #'Y- 1 Aw�..,.._.. I.._.._ 144-]7ASt'w� i ��._ _.:. :-• A iA ��"'m'^' C B � SOTS 7F � £XSStI -_....�-"_':.:--a: ._ .T._..... Fr Fr. tl: n----, Ci trTl'p'7 I $aurae fwa ,SASE N loom oat Y-Rj B t 1 � PAYEE LENGTH B _ -- .-_ 11eL RiA TIME t la�f as r-47 I °LASS 1 f N P* .s i J I i PM1F1 LENGTH a 1' N 1 (SEE ID.EYATroN PANEL (SEE ETEYATCN a i PANEi. LA(D'M S7fEET f2j I.L (SEE E1EYAttON g -r- - I ➢ LfNGM {S¢ 1DEVAIIDN Ba I ON SHEET l� T �_._.A�T+'Pt4-� al afffET tz} �`'-SEPARATIQN•" OtASS. N--SEPARAT.kt A � $ /-F---_.: i' BBn. •�Td - tlYQ i { ( �i ro °LASS, + �. { �, "/ � L✓2 f e .-o- f I � 12 Ir7P� ; EfO. i# .�....�) � _ 1 ii J , fi: 1/2'��\ .1a7� 4•� eacts r EQ. �U z•,a" D•Ns PLATE��� ao.ts W - e tz 7 as v} i (_, Yes TAPCCN 1 4'R TAPdsN At�H(N, 9:s' D.C. � AF&YiOR O tr Q.C. � �{ 1 4'P 7KKON a'xa' OR O $' 0.0 PUTS REDDBiEo STAOBEREt3 fT/ STUD srA00EREO W/s7tlD 2 #` VIO00 WOOD 3 �. �_-� 08' ac: REIXI�IRED REa�aaEo f 4:• I "� ' � ( y .� �� CLIFF t - WALL MOUNTINGS � I NN ract� '•�$ENs � ������. WALL MOUNTINi� 3QA1.E �ja-i' FLORIDA BUILDING CODE Non Ni h Vaiacl NUMetlrla Zone •uv�r�•c mavri° t. ItVSTAL(A710N ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATINGS (p.s.f AND PANEL LENGTHS AS PER ELEVATION ON sHEE� Tz 4*167 ask SiATEDTM--':°`�-T 4@000 $RCA Na F.P. 24 G GALVANIZED STEEL - STORM PANEL � IL NCO trte. � PROTECTKR't PRODUCTS. U.G. pea 2. FOR NEVI WaoD FRAME CONSTRUCTION. WOOD MEM6ER5 TO BE SOUTHERN PINE & W/ SPECIFIC O,t• �.DR10 �' '7.8'3.r7 R o. wr.: x,Fs, n `0aN10OF,°f-m, mN4 oNFF. FL mf4 20-5 T5 NO DENSITY OF O.SS OR EOLIAL. , ` S/•••••• >,.. �� seer te,-am,w,. �_ Mora, (9a47ar-mta. a - ru: (as+}�-aTn ,Y. ,R r 4rlO,xY Ace dVerlC 1Ix yNIH � PWEfsR A taUf ar. P.0 r as 4 t1KtT t$ Or to MAXA4AX AS.O: MA%8aIR4 J21CttOR3 SPACING FOR MIN £D:. PER SCHEDULE 8L1OW APPLIOALXE To A7AtO1pIM MAXAEEtG A.S.O.AS.D- aA71AB7M ANCHORS SPACING FOR L8N E.D, PER SCHEDULE BH.aW' AlWf�AB6E W LtAxaauH �. it fpA aaeflDa9 Tyre a sPaama 7nR mBrnLuiroKs iNfa :qDW FRO¢ RiLO9n9. • IANGgH+ ANCHOR SPACINGS Aib texRA¢f FOOE 06MrxX ARE tf101C7RSfD W7 tee SatW1AE FOR Ea lF.S9 THAN 1rtOrrrnED ON SCffAIA£ IE01.'CC A1fCV10R SPACING er N4AiW.YBG EPACJI+o tINOWN al er 7NE Iaun4xKD r1iDTIrRs. FOR iNa OPLWA71pN W � ti�t.k 11FO,7d:0 f:MLR+O 1 i79910 FrcnlN 9t811 NOT Bt: IE54 tf4w IwmR1N srAnlc Rm1cATEo TIED rAeH :vxB+oR 71'PC tRt tw9 uaaptxE ANC TYPE iJf'r tJ4sY aPMll. Rot97-RRr aMwo-Nltrt o117t-N NwaxM ANCHOR BPAC$W: (44} 3 s a a a 1/P s tJa Qw s a A/A• Y b s 1JT s (Toot a a 7/b" a tJa• s 1/a a ,�a• a IfClla. Comm FAf3TOR �, ,nao � ' • eat - - - Om s• - at9 0.78 - - rm - ass $PlU,iNGS ONLY VALID f911EN S�i7EET2 IS USED. SEE T /1 FOR MAX ASa. DESIGN LOADS Ik MAXANX. PN'Ei. WHEN SPACER' IS USED. f9BBitllt frP1E mFtxm n�PSsPAp1°Rro � iNfQ tetoew ANCHOR SPAsta6S�Pod AM MINIMUM FWRx4t. WLgmR ♦WtuO (1qJ 3 4�W� tOerxMe ite3 s 7DOC t1f8tANCE FILE ltalr/nF0 ON 1}Ifg 5tALEDULE FOR ED. LEbi t7YW alpaiOEa ON SCHEDULEI1EpUCE IAfCffQR M'AtatlD aelAtKFµ,e4 @nmYN Sed QPa b Bf L11x7WLYllrG sPAcros Stp'RF1 (NI SdHO{AE BY 772 tOAtOxrta iAOtaRG FOR AIRS orFRArAw W � tom. AEDIIC[D SPACmO pInAPKb trSNro FACTOR SHALL NOT � TEAS 17tA}7 ICBM � � MDPoR t t/r oaa a lam. ae1 71xttA1M 79tACaa RWiCARA me EACH ANCHOR fiYP'E. ON i11R1 Sd#EQIAB. 3 i)a' INTO WOOD STRUCTURES i ,. R l� 4•e TAPK:DN I t 4'R nwcON OR. �{ 4 M'm. t t I f uaam ltal Y-4'1 ry d L. 1FX MAX, a: PANEL U]76M a u 1 { 1 f (SEE i7.El'AifOtl ON sHEEr tz) ON SHEEP 1�2) � 1 u A t' W. 1 Ou9s. f 1 k I- `"�i 1 I"-Ts°77 t I at---•BEPA�nOI+ R 1 ey i L/2 I 9 C. __ 1 • R,JP 1)G EQ. t j i L t Ya4• REOIAPED 2,x4, PUREST �REp t !; e }¢ :. L. ? i i/4'R. PAfYELMATE PLUS ! I '• "",IAICNOR O 12 t 2• Q.C. f (, 1 j4`6 PM1Elb1ATE PLUS � y. 4 `.. ANCHOR 9 f2 fJ2° O.C. 1 "1 AI rcn� I �L�'g O R€GUTLAR PANELS WALL MOUNTINGS SCALE. 3/E-7' g� i.N1Yt11HHrrl! .7r1�R A Tt(� fl4y �: •"' � ✓!�� SAFETY N41E8: PRESSURERATINGS (pS.t) AND PANEL'"CIL.�Ct?SNe.L $ ( 4a.44167 * s STATE FLORIDA BUILDING CODE .Non High Veba Nurrlaons Zone) eau7etutev7 R+e. n: 24 GAGE GALVANIZED STEEL. STaRY PANEL.i.INSTALLATIONAREONLYVALIDFORMAX.As.D.aESIGN PROTECTIONPRODUCT$. U:C.aTu�LENGTHSASPERt7:EVATIONONSHEET12.2. yr�_ FOR NEW WO66 FRAL(E CONSTRUCTION: YYOODD4o0D Ar.a,ttlRETMEMBERS TO DE SOUTHERN PINE No 2, wSPEGFIC�n-sa51a20-175 DENSITY OF 0.55 OR EQUAL /,p7r AE BBerJBNN1•nt2 CR-oonai ra a w+. �119FW 7 4,R. WALRR A &..: AE .xis le^Nr 4 1 ORAYIFtO Nc Opt tS Or !e Al PANELS W I/W-i& SS. BOLTS IN 0 Ek OVEF (SEE SECTORS AS 50 OF 'L" PJ_J_JJ_ J ; 3: 1' SEE NOTE 4 ANCNOTE 3 HORS ---(SEE SECTION EZI & ALTERNATIVE EZIW ON SHEET Id) EZ1/18, P-EZIW/18 TYPICAL ELEY-ATION FQR SERIE5 2000 E-Z HANG STORM PANELXSYSTEM M kP -'ligill-E-NGINEF-RING W-1 ENGINEERING EXPRE:8130 PRODUCT EVALUATION REPORT September 15, 2020 ApplicallionNumber: J7W9,J-Ft2 EX Project Number. 20-31543 Product Manufacturer. ALI American Shutters and Glass Manufacturer Address: 150 Donna Road West Pahm Beach. FL 33409 Product Name & Description: 24ge Galvanized Steel Storm Panels Large Miseile, Impact Resistant Scope of Evatuatfon. This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida Department of Business and Professional Reguietion (Florida Building Commaslon) Rule Chapter BIG20-3.005 ' FAC., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida BuIldira Code Seventh Edition (2020) and Is, for the purpose Intended, at last equivalent to that required by the Code. Re-evaluation of this product shall be requited following pertinent Florida Building Code modifications of revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawl ng 020-31543 tilled'24gs Galvanized Steel Storm Panels (HVHZ & Nm41VHZ)", sheets 1-5, prepared by Engineering Express, signed & seated by Frank Bernardo, P.E. Is an Integral part of this Evaluation Report, . TEST REPORTS Uniform static structural performance has be" tielod In accordance with TAB 202 test standards per last report(s) *BT-ASG-17-G0I by Bleclovider Testing, Inc. Large n";e impact resistance and cyclic, loading performance has been taided In accordance with TAB 201 and TAS 203 laid standards per test report(s) #ST-A$G-1 7-WI by Blaclavaller Testing, Inc. A STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have bow prepared which evaluate the product based on comparative and/or rational strus"Is to qualify the following design Gillette: 1. Maximum Allowable Spans 2. Minimum Allowable $parts 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (066) 396-9999 TEAM@ ENGINEeRINGEXPRESS.Com ENGINEERINcExpRess.com LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W HANDLE TO FACILITATE INSTAULATION IF INTENDED 70 BE INArIINSIDE OF STRUCTURE. I NOTES (1). 1711111,1111014 QE_ SW POW: E-Z HANG STORM PANEL SYSTEM O,, of CONSISTING + Cont. TRACKS TOP III, BOTTOM. (2). END PANELS SHALL CONNECTED BE To 130TTOM TRACK OTHERWISE A STOP XvSiW.L BE PROVIDED AT TOP OF SUCH PANELS (3). If END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL. CONSIST OF 1/4"0-20x3/4' U.S. W/ 7/8"00/32" WING NUT ORL�/43/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. N OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL- (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (ix, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 13 ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK OCCUR At ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 mp.h, ENGINEERING j 4: 7. Page 2 of 2 All American Shuttert; and Glass - 24sa Galvanized Steel Storm Panels No 33% Increase In allowable stress has been used In the design of this product Separation from glazing is not required for Installations outside of Wind zone 4 and essential facilities. Impact Resisbirice., Large Impact Resistance has been demonstrated as evidenced In previously 4sted test report(s), and Is accounted for in the engineering design of this product. Mind Load Resistance This product has been designed to resist wind Wds as Indicated in the span scheduWs) on the respective Product Evaluation Document Q.e, engineering drawing). Installation This product shall be Installed in strict compliance with his respective Product Evaluation Document O.e, engineering drawing), along with all components noted therein. Product components shall be of malarial Specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & CondNions of Use: Use of this product shag be in Strict accordance with the respective Product Evaluation Document Q.e. engineering drawing) as noted herein. All supporting host Structures shall be designed to resist all superimposed loads and shall be of a material listed I this produors respective anchor sollsoule, Host structure conditions which are not amounted for in this, ;=Ors respective anchor schedule shalt designed for on a ske-specific basis by a registered professional engineer, All Components which are pernitmently installed shag be probscled against corrosion, corttaminston, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, 091 Frank Bernardo, PE ENGINEERING EXPRESO #PE00465491 Cart. Auth. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM OEINGIREERttm EXPRESS. CON ENGINEERING EXPRESS. com 1V P 1A.=9 `CLII� A, -1 0 In 6- TP • TflI rtP fi T O it 11 S FTR._ N_ I" W Ow T --J "'twil,V M1. 911 LU 14: 0, iu m-b'_ NTYP -K1. a En'. VNlr'H LU NE I IrA I.- Pj t .1 -00 4110 EKg Lib 1 1" v , .. iu= L) F T, 0=, JS: 1 \�D D 7, L V, ram I,, 20-31S43 TM, I- 1OBJFtE D_TAIL J_ INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG STORM PANEL BLOCK AND WOOD STRUCTURES POIRtED 1/4-0 TOCON CONCQURETE BLOCK REIRED. mom 0 Ir mc. TAPOON 114.1- HER Hn TEX a FROM WOOD HEARER. 140* HEX HEAD M SCREW 111 FROM EDGE OF kkkRIEOURED EDGE OF (r 9 / 9 21- •S.S. Dais It SA VAL 1/2' . ..... . AM 70 GLASS. POP i I* inn. EXISTING TO GLASS. jI UNNNUI 4 pop RNET RfVET a) I MAX. AT 1AX PANEL LENGTH IL& 9XIS PANEL L067H 1-4- T It o a To MASS. I THUMBSCREW So. OFV BID, OF 1- It 17 L 112 j14.w. TAPCON ANCHOR 1/4*0 TAPOON ANCHOR 0 12r' O.C� -MORINPO OR 2W WOOD LATE ar REQUIRED WALL MOUNTING CONCRETE OLD"JJJ REOLM". WALL MOUNTING SECTION EZI SCALE 3/8=1' &=HAM EZIW SCALE 3/8-1' oNamuur sP,� 0III,. TI( rcEMse, NamMIN PANEL LENGTHI I . INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DES" SHALL BE 2 -15"awN' PRESSURE RATING +/ PANEL LENGTH. - 40.0 p.9 f. AND 6*-0' VAX ./ FLORIOA BUILDING CODE (Ron 1141Valooft Nurrloone E �0.4 INTON). M 24 WE GALVANIZED STEEL. STORM PANEL STATE 0 N PRODUCTS. LLC. GLOBAL PROTECTION LAXV 4M ILV. S STREET Zone) CO. err. . 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD N, IZ4.1 rMLIT 4� W*- M =I. MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC _W_ (W)N�M& FAIL 20-175 DENSITY OF 0.55 OR EOUAt_ 4=11 r1ul Is ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED -, (PERP.TO.PAN SPAN)_. TOP MOUNT (CONN- TYPE AS RE qQ) SECTIONS OPTIONAL 4120 57ITCH BOLTS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW 15X BOTTOM MOUNTJ (CONN Type AS I I YH 4- U! P Q D) MAY BEATTOi`1__1 0-1 TYPICAL VERTICAL MO. U-PEITTOELEVATION N.T.S ELEVATION TOP MOUNT Lmom MOUNT FANILSMAYSENOTCHrOAS REQUIRED OPTIONALK!'-ZI)STITO PROVIDED7HATCOVNE A CTIONS AND BOLTS WITH WAFHEREE ANCHORS ARE USED WHICH SATISFY WMNUTS FASTENED Q &SPANS ABOVE :BELOW OBSTRI ICT LON OVERLAPS a MIDSPAN I APPROPRIATE $PAN TAB VERTICAL MOUNT ELEVATION /7'\ (NOTCHED PANELS) \J N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPAIRATION SCHEDULE: MINIMUM STORM PANEL SEPARATION FROM GLASS (KVH4 WIND ZONE 4 & ESSENTIAL FACILITIES) MAXIMUM DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONSGREATER PRESSURE SPAN THAN 30 ABOVE GRADE THAN 30'ASOVEGRADE L-I 1k30 WO 1. 6,06 in 2J6 in ..35/ IA In 6L 2 no -_----- �; _ �_-,__50.0 BOB in -45 6.06 in I -SS 106A 1. 15-8 1n 235M -60�53.2 . 6.091. 2531. ./_fiS 59.810 6.11 in 2.721. 1 n 2,90 in n 2.961n 5FAN bLNtL)LJLt: NU I tb: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN Oft EQUAL TO NEGATIVE 1)ESItiN LOADS. 1 *PANEL FASTENERS" ARE STUDS USED IN CON3UPICTION WITH ALL MOUNTING EXTRUSIONS (.Fl-TRACK STUDDED ANGLE, ETC.). USE 6,25' D.C. PANEL FASTENER SPACING TABLE VALUES FOR 4,. H"- AND "U`-HEADERS (INCLUDING BUILD OUT CONDITIONS). 1 LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE Use NEXT HIGHER LOAD, MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES: I STEDULE5 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED E rHIS5YSTEM SHALL Be IN EERL NG IN ACCORDAUWURTMMINq P ER FORENGINEERING RE NTS AS r 0 , A DOT"E'R"MNI'N"E'3DCI'N'D'dC"ORERF45,MEERME?'M"A CMF I NO CHAPTER BUILDING BE LESS OF T,,FLC�,OA CODE SMALL THAN OR V5f 2� ,REMAL jMF==D-IGNaBS RE ANY, ASSEMBLY GENERAL NOTES: 3U� Rim ID SHALL BE FABRICATE IN CRIDA TSIDE OFTHE "VH2 r 'TOR SHALL INVEETIGTE NDMENTS WHICH MAY 'It, MAYREQUIRE & HAS BEEN USED INTME MaTHOAOL 99 RESTNSIBLE i To THIS DESIGN �OJHICM TACTOR, uIrStIALLM UMEDIH R SPANS CONTMED SPAR CALCULATIONS AS ND ODES NOT PROVIDE lDrtxoNs a RENT MGM L.0 PIGINEERORREGISTERED i NTS FOR USE IN V: D ON MAXIMUM TESTED LL "'I'LAINTMA"UHH".".6 �HEV'14PRASNERJS '54BE'CRA'NUM 16 3 1 CORROSI&RESIrSIUCTUMA MATERIALAND'SPECIFICATIONS ABY"'rCO'APLLYUMWITH MG A REI 5 3 !K FOR ALUM IN �w 3GS M'ASSOCIATION, 0 ;5 INC., & ANY APPLICABLE FEDERAL, STATE, ANDJOR LOCAL CODES. rJ ALLSTORM PANELS SHALLSE24GA STEEL. t.0.024-, Tu PANEL ALI 1ORMTOASTRAIIISTRUC RALQuALITY �2 STORM sTL, .0 ALVAMIX .Cc=.WT,NA.LUU.UPF'_4"`1""' 10. ALLALIUMINUM EXTRUSIONS SHALL BE 6053-T6 ALUMINUM ALLOY, UJ UNLESS NOTED DTP1ERWSE- 11.I- -TTOMOETMSHOWN MAY SEXNnRCHAf4GEDAS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR HOFUZONTAU4YA5APPLICABLE 12. , ANCHORSNOT1OHERI2.SRA.S9H.EDUIiUTO NO CONCRETE CRLY. INSTALL ALL CONCRETE ANCHORS PER N_g CW Q. Egg MANUFACTURERS OMMENDATIONSTkIE DOCUMENT VISIT ECAL.C.101311543 NaI ENSNEEFAMXXPR MT - @ MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT OC" 23" JZ 0' 23 24' 2r 2r 2,r 2V fir IF 24- 2r WTlr_ 0' _2F:E:_2F r 23- 2r W 31" 11' 30' sumim-F-T-k 24- 2,r 24- _W _2F -;W _24_' _4F_ _3r _53" •P rack 26- 25" 25' 31' _ff'_ _3F _5F _2F _SF -51= _W O SIUJ Arad (MU 27 It' 2V 30` 11 1 - - - 1, 13 Dir.d ~ 2r W ze 3V ST 2r 24- 53' .u. HIM. 0, Or Ir 23' 24. 25' 1 Zr I W 0' 21r 23` 28' 21" 2C Zr 37 W 24' 4W Xr 571 .1 23" 23' It- N, av III 3F __ CONDITIONS AT VP 04 SOTi PAMM. UNGIMS a% THAiTHOSE NOTED IN TABU ABOVEAft ROT ACCIt"ARLE 2. NO SEPPRATION M" CXASS IS AEQUjftD WHEN PANEL LENGTH IS GREATER THAN THAT NOM MR ftSPECTrW M(ROUIMS O)FOUNATION ABOVE. I. REQUIRED FOR AU. WROQUI M*UNHS #9 TAKE ASO� WMBMS[UfcLcsUAEsARfNoT USE CONI)MoNs, A04,41,10, sO`A0A1ToN �*m GUQ5S SHA". of MR, Mgt l TAME FASTE NE R S * tz-r M 6.zr 0 C. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SO4EVULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. BOTTPM FsofRJr INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER jcwcNTmAs LOAD. P 1 FOR INSTALLA17ONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHED ULE ESTED MINIMUM SEPARATION FROM THE OPENING t5 IRE,. L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. W-20.11 .AC"I S WI-0 ON I -BE Fu m OP TIONAL EGRESS PANEL DETAIL INT ERIOR FASTENING FAM 2.9W -2.2.50' -7 -7 Do' g V Gazs- 18 GA Z 9 8, 004" TYP. ui TYP 4- O'n 4,.. 0 2 SIM -1 1,930" 93D' 375�j G6a...... wu� .03W 2,000 TYE. .030' - 250 -.12.000. 2.020, 1ASO, &EUILD-gUT 'U" HEADM &iLtL 0MA1190- aw=_ @kEffi ILI-Sul, M-t- LQ Q� a TN 3 380" MAX.0 313" SIDI 0. 0. 0 ;L 959,;8861.007" -14.875' PANEL LENGTH FeTTT HAY. 1 "D6 C). 391. 0.3051, P I2.5DL"PANFL COVERAGE 02,11, O.U. 2= it TY P. TYP WULDOUT 'r 1RA6k F� 0 0.957, n, 61�11 I�EIT ". �DN - ,, I "tIsI LEC MT_ UP 3_! 1000 �25" MAX. MAK� , A CMIJMCLPSURE�All 1 _ - U.ItRi J J MAX. BUILD -OUT ULJ lrx DISTANCE 1GDO' I IT, _Cr NI OVERLAP co:, 11 -I Jti MAX .25, MAX. ...... . . . . . ....... MIN, T, 1.500" 4MAX. MIN. MSED ns, HIM ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANE -FASTENERS 0 12s"O.C. mums HA OFFS= M MM mo EMO '®® C 10mir/m/m, 911! M M NO// 1111 M WEBB// MEN NUNN/ em PlImm, M mm� I tD '' �.O N 3]4" EDGE DISTANCE p g - *. Tr Pa z 1/4".2-EMBE6 3J I-A-1 41 49 sa TZ i2.5" 16 1. 1"'. 'dV, 12.5., 116.0, ISD6.7 TT -5. ISO" 18V -f 1Z s' �S--- LSD " si. 12s!- 116.a.. 14 a,- B,,:: 160 16.0" ?.F' 12, V 1s.0" 14.7" 6.01 I2.T1_ 16oOlm 141701 6POPI _112L 12.5" 12.5" SWI.SU" 15.V'14.7" S. 9' 6.0 12. V 12.5" ISO' IS 14.7" 6.0- 14.7" 6.0' 12 s' 12.5' 'S.U. 147" SU" 15.13" 14,7" 5.0" oq VICN- 33 WOOD SCREW 41 46 52 114" � 1-1/4- DIM 33 TAP OrZIF 'CF� 41 _0NsxsVssa,, 40 5Z TZ 12.5" 16.0" 16.0 10.1" 12.5" 16.0" 121" 7.0" 12.5' !6010 12.5" 16.0" 1*.1' at' 12.5' 16.W- 9.7" 5.6- 12.5" 5TE, S;; 12. V' 25' I2P51 16.0" 1 11: Id.a. 1.1 1 160 0.6" 16.0', 16.0" 7.0 12.5' S4, 1Z.511 iLL 16,0" 15.01' 71,61011 Ma" 9,6" 5.6- 1I.S. VA.- sa. W. 9161, 54-- 12.71 13's' r", 12.5' IA_ S::� 16�0 S, 16.0" 10.2"VM !LL Af� ., i3, 16.0v. IZ.5" !JtE 91" 0=40, 42.5" 16oI" 12. 5" 16.00' 114" 11.5. !LL 9PLI, 12.5" 16.11", 125" 12.51, 16.0" 10,5' 16.01 9.11, 12 16,0P : is.al 9. 1" 12,5" 2.v- 16.0" 1A.U... "I" . W. ENDED �13 Ml 1 41 .0. SHINC 48 72 T1_2_.SV" 16.0- 11.6" 12.L 11L 6.0- 5.1" 11" 4.1- IS-" 7.0" IZ.5" X2.i" 40' 4,1' 6 43 4 V' _!2� 12.5" isVp 5,9*' 6.23" 12.3" 4.7" 0' iI.V' S". 6. 1 L 4.0" 62512.3' 4.0*$0 5.25' 2a.311 4.71' (,,ZV' I2.3" a 4.7" 4.Ef Zs' 12-3- 4-7" 4,0- ANCHOR NOTES: 1. ANCHOR SCEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAX MUM ALLOWAKE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTURE MATERIAL,& ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS CT ULI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON EFM u 1 ( TRAGIC ST ODE, ANGLE E7'C,. U8E625 O.0 PANEL FASTENER SPACING TABLE UAWES.FOR J ALLIi'- AND "U EER(�I�TNAMUDING BLJILDOUT CONDITIONS), *4c S-HEADS 4. ANCHORS L BE IN LLEIII ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. I.JB N n t: .10 It is; J is. THIS EONLY. FIELD 1110ii I I FASTENING LOCATED IN 10 AFOO ZRBYD I I 111 1 IL FOR USE WITH THE ANCHOR SCHEDULES LISTED ON I (D a) C_ to -a -00 > 2 10 aw) ccaa- cc 2 co -I--, 0 -0 (D 0- Cn . 0 0 0 0 M 0 4- (D U_ CU > w Cn -0 a) Cn E " CIO "0 CL CU CD Z Z W J C*4 CD C= C, CL. LLJ C/) r _,7: (h cu U ( a) C) Q; CL -0 lVa U) 0 0 < 0 40- LLJ Cn L. (D Cn CU 0 L_ 0- c- -0 0 ■ U) CIO LIJ Z SHEET NO. SH 1.5.