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HomeMy WebLinkAbout6306 Back Forty Lpa I A , r I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 UPDATES v v r 06/01/18 4.1 REVISED SGD, AT r %r A r% 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE Z — — — — — — — — — — — — — — — — -- LJ U E] L] 17:1 FN 17, 1 ZIP I rL A�� 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 PA1.3 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 SH1.4 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 Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. o o Q W �r N t CL o f N Q \ >K a 3 =' w � � c 0 � •°r u w =:• Cc `° ;bl Cn h E .a N c b O c N a m oc d f /� �,�`��111111111 �uO W a;,,• r y c =c4i \ y ., V`�� 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. a g OC'J N LQ V rnrL3 80 ~ d! M v 'ArL LL L� u7 a = 2 a) Q. 2 M4 g be N I °n,' W 2I Z N N Z d IL LL OU v = 0 R V z N M z Q � C� V1 z GOws V) � _ 4 U C Q � 'A i- CZ> tr E o To E U ri 2,03 oa Uo Z =3 tq C w ZC a� �0 Qo0 YZ J <� z� aZ W� �_ �� ao I� U 1O = �L120 J O o, W M U-) a CV M N o g m O F-- + L0 LL O Y h N O) � N Lo r' Q M N r E C ICT Z £ M 0 dam' ate. ¢ o JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. C S -10 O. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR Si Si CURTAIN HEAD ROD 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR Si TOILET TOWEL BAR ON BATHROOM WALL Si MEDICINE � I ���- VALVES■ 60 TEMP OBSC O. BATH Fol 71 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINET TOILET PAPER I HOLDER o io N SOF DIS } o o b>T-TOUB A FIN. FLR. BATHROOMS, SHOWERS AND TUBS VARIES PER FLR. PLAN DOUBLE RODS g SINGLE a ROD X W o_ 0 w eo = to o J U �n o � CLOSETS/LAUNDRY TYPICAL HEADER HGT. -R I�C1 II 00 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 COUNTERTOP 30" H BASE b O CABINETS b b 00 LL En 0- W O 2X n 60 io FRAMING ]FIN. M _ 1/2" GYP V N fVBOARD FLR. - SHELVING X ISLAND COUNTER CABINET BLOCKING 25'-1 V-8" 11 13'-4" 1' 4" 7'-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN • ■ _ • • • ._ _ _ _ _ -LANAI I• 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I O 1 HB I 6068 SGD I In • ■ • • BRKFST„ 8'-8" FLAT CLG. iv TILE co • - = 2068 ,cnn BF N 3-1h JI ■ W co O I C7 1 11" 1 Z 1 O Z �II 10'-4" 5'-0" 11_ J TYP. @ AC PAD p S6 2-STORY O 35 SH ALT I AC PAD I� �I DINING ■ F ' 8'-8" FLAT CLG. fl = O CARPET B N GREAT RM 8'-8" FLAT CLG. CARPET ■ J S6 TYP. @ 2-STORY • KIT. M 8' 8" FLAT CLG. TILE I ■Mt,5 PLUMBING LINE 0" 3'-0" 1 "I 8'-4" 2'-4" 4' 4"TO SECOND= FLOOR - I ALL L?(3) 2x4 #2 SPF 1/2 WALL A o I I CYSTUDS W/ (3) OR RAILING N O - 16d NAILS AT PER SPECS • o BASE A ®'SI I I I III I I I I I FLOOR G.T. M I2668 I j 1 1 I 1 1 1 1 1 w I I BF I I UP p 8'-8" FLAT CLG. OPEN TILE 11�16 Ai�ll 18 171 116 15 13 12 I TOABV. 4S_ ■ SHEAR WALL �ro FLOOR G.T. (3)',2x4 #2 SPF ■ T EDGE OF SLAB 2" STUDS W/ USP w Q6'-4" B YOND WALL x HTT16 @ BASE L � 4'-5" 7.3„ T-0" 2 p 1 BUILDER TO PROVIDE Q FOYER u 1= W • APPLIANCE PROTECTION S4 Q 0 C 8'-8" FLAT CLG. E U WHEN REQUIRED PER FBCO TILE E WOw H1 S3 m p z W/ USP L TA18 STRAPS ■ ■ ■ ■ f- 12-- (CENTERED) EACH SIDE OF O J U Q WALL TO FLOOR TRUSS = 00 D I I S6 -� U ABOVE 16" O.C. to o 0C � co I I N TYP.@ ■ �w o� I I 2-STORY LI J GARAGE U) m� I I W 8'-8" FLAT CLG. A.F.F. 2 O� ■ I I o rn > I I o0 00 N tjj J Q ENTRY ~p Q w - 8'-8" FLAT CLG I ---------z � - AFF I I nGL------------- -I I FLOOR G.T. I ■ -- - - - - - - - q STORY ■ - - - - - -------- j 8"x16" CMU COLUMN I W/ 6"x12" ABOVE I - K INTERGRATED INTO I 12"112" CMU w/ (4) I I #5 VERTICAL o HB 1 S4 WALL W/ (2) #5 GARAGE VERTICAL M- - - - - -------- - - - - ---------- ■■ •• _ _ - - - - - - - - - - - - - - - - - - - - - 16070 OVERHEAD DOOR i 1'-4" 16'-0" V-4" 4'-8" 0" 18'-8" 1 25' OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 QD +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 SEE SN SHEET (J 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 S17-L R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25J S.H. 13 20X38J 18JX371 S.H. 14 20X501 18JX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18�X712' S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 50 g 26 x 50 S.H. 11-15 27 } X 63 26 X 62 1/2 S.H. 1116 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 J 36 3 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 361 X 71 112 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 52X 37 J S.H. 34 54 X 501 52 � X 50 S.H. 35 54 X 63 52 2 X 62 } S.H. S.H. 36 54 X 72 52 X 71 39X59 40 X 59 N/A S.H. S.H. DOUBLE 39X59 1 79 X 59 N/A HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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 -A 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. Chapter45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/R-13 KRAFT FACED (GARAGE / LIVING) 1it'� c N � m �a W _ m x C W d N M o .. N V C N ram. p J C= Y 3 d CL w tj �- R o as C m c o c b a� `o r�2 CV C.,;2 qi j�rrrnf; lt,,, Il•t�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V d C r LoCN CD C =' m �'' i u J LL SS a Z -v a rn I% C � o W in�4jOi m u=NzdJ Z OU 00 z z � 7 2f QX U o 8 O UJ N w t z U 0 cv see o J� w o z � LL E W o s� > _® Q o E 0 , z 'O � I- .5 < g w N �0 ms a �'Z o s V W pa W LL bdi cr0 cr w W Z5 Z ° c 0 = 0 Lol O c� Q� L Lr) c 7 �--. i o Q 07 O N IZ U -I U) m N � O Y U M m � 0) o CV LCi T Q M CV r � E �' (D T E O Z f0 z 7 tl/ T E M m a E 0 C)_ Q p E � JOB NO : 23-00513 SCALE : AS NOTED SHEET NO. 1.1 0 3/4" PLYWOOD DECKING -, FLOOR SYSTEI SIN T CONT. HANDRAIL RETURN TO. WALL DETAIL. ASCALE: NTS 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 15 36" H. CONT. 14 GRASPABLE 13 o RAILING \� 12 I 11 10" 1 x TR EAD 10 (TYP.) 9 I STORAGE 8 I UNDER 7 - STAIRS s \ 2x FRAMED 5" WALL 4 1x RISERS 71 3 ��\ (TYP.) ..� 2 2x FRAMED (3) 2x12 WALL 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 SCALE: 1/2" = V-0" I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOi STRINGERS - CONNECT TC 1 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 42" KNEE WALL WITH 1 x8 CAP & CASING 0 1 x8 CAP & CASING TYP. @ D, CORNERS e 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH "' WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" I-------------------7 I 125'-0" I I V-9" T-8" I I j H1 I 0,16 I 16ED2 23 J OA I 125 H TYP. S6 U.N.O. 25 H TB 60" X 36" GRESS* I JEGRESS* SHOWER aFIBERGLASS SURROUND TP 91 4'-0" L 5'-or Q. BAT 20fi8 8'-0" FLAT QI. B 6 TILE 4-SH IWIG SIM. W/ (1) IRO" FLAT CLG. ��� 2068 MSTAM36 rn 1 CARPET c I STRAPS @ 00 j, IACCESS� BASE I -J L--------R&S--- TUB/ SHWR 3' 3" 9 • J0 9 TILE TO 7' O A.F.F. BA 2 8'-0" FLAT CLG. 1 TBwj� -- N �I I =III TECH CENTER H1 D2D A DRYER VENT THRU SIDE WALL- ) X N HANSON BOX @ 36" A.F.F. WIRE SHELF @ +54" A.F.F.-J TYP. U.N.O. %Y--- Sim. W/ (1) MSTAM36 STRAPS @ BASE OWNER'S SUITE V-0" FLAT CLG. CARPET G.T. �o 15'-8' BEDROOM 4 8'-0" FLAT CLG. CARPET 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 91/4" LVL 2.0E Fb=2950 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS WWI%, SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. U) W = to .kLU Ne D2 2668 A - BF H1 N. 6R I BF I D. LAU N 1 1 1411312111 10 9 8 7 6 5 4 - v-----J� C---------- 8'-O" FLAT CLG. ( -iR&S 2TILE s T-11" 3'_10" 5'-11- --- W. I 3, 4068 BF d?y V-04" 6-10" V-5J NIt .I /--1/2 WALL OR RAILING PER SPECS 2668 11'-A" - NI _ _J 5 ll ] G.T. f` BEDROOM 3 ;� BEDROOM 2 8 0' FLAT CLG. I 8' 0" FLAT CLG. CARPET I CARPET EGRESS* I EGRESS* 25 SH 25 9 © I 9 H1 D2 22 39 I D2 j H1 D1 D1 j JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 6-10" 5'-10" 6-8" 6'-8" 18'-8" 64" E"M SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 5 18 J X 50 S.H. 15 20X63 18JX62 S.H. 16 20 X 72 18 J X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 2' X 25 1/2 S.H. 23 37 J X 38 i 361 X 37 314 S.H. 24 37 J X 50 $ 36 � X 50 S.H. 25 37 a X 63 361 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50' 52 2 X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 J X 71 J 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 at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 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-11/13-13 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) SECOND FLOOR PLAN -A M 0 N to G N ac W !� G O °max N 10 O N L N G A Fa d ac ; Ate' ,z o d U 0 5 c r �L •�` FG 0 I� O F S% O `\\\\N FI S To the best of the Engineers knowledge, Infonnaflon 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. I - E o � 8 v 0 04 a d c: m -9-2 * N d) y-4.� M� «u u_ Z 131 ��� a_ CL `2 c 8�_ rRgT m = LLW , M< 0 W agleamU(n Z N z � z g Q f� N Z G� •0 o .16 0 LLJ wi8 W _Lau: U �t • N " ffi M J C C �° 0 E F- OV Z• oa V 0 Z q ru o ru aF 0 �g 5 ~ �ro �a'o 11 -ICY � Z U yo C6 2 Z m z LL N = J ~O 2 wa y0 a `ilw 0. O S �� J 0 it m c� C0 LO M n1 o. N 8 N 0 Ln �.. O ILL. r*-. -14 `° (0 N NLo rn r to N M C �- E o Z M Z j E M a U � d Q 0 � JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 1.2 I 3 i FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS t 12 5.01 HDR. EXTERIOR PLASTER ON FRAME _ r 00 , N FLASHING ---------M-SH..---- 2ND _ RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS HDR---- --------------------------------- - - - ---- TEXTURED r771 1-0El � u � SCORED CEMENTITIOUS L STUCCO FINISH ON—�El�]nTCMU (TYP) - v 00 00 FINFLR___ 12 5.01 FRONT ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT _ EXTERIOR PLASTER ON 00 FRAME 12 CJ 25-SH CJ 2ND4.01 ----------------------------------------- IN FLR T -_ --------- — ------------------------------------------- CXWEEP TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 —14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-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. 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 cede -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 ems N � sc s tL(� N C W r- - p a9— o ix Rv N A C7 �- y N C 10 Q N Y � d ` LJ �oddp d Q. o a. L \ `\e���,�dltlililNftPt���fi Ro VVAr P •••- S E ` N rZ �N d FL 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 - Residentiel 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 F D Y/I M W Z cq J LL ILLLL Q. 32 W L0O1_o p2 `V W_ 00 K NunM Z J J � o W ❑o 0 z � � a Zia t/1 z � ■ 4-J tA was�— U E 8 S c • �Q M R O ao Ze Z og iz D � ,= t � S a W W p& �$v Y yo>Z 2LL Z J ap �z O VJ o aw o �w R a� °slued 0 3 �CD >Ln J V m O Co N Cr a LO Q o g N m o N �- +.r L.n 0 r%-- (0 cts N m N C» Lo t.,. Q `O N T E Z M CD r 0 E w? c d U JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.01— 7 ---- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING 14.0 - — — — — — — — — — — — — — — — — — — — — — — _ - — ---- -------------C--- J/WEEP — — — — — — — — 35-SH t----1-------------------------- L-J- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FLASHING 12 12 - — — — — q-�� CJ CJ —14.0 2i - - ---------------------------------------------------------------- 1�1 ------------------------------------------------- `t 1 H3-SH ----1--1 ---- J-1---------------------------------------------------- t.......................................... I... F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A 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. 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.xl-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM 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 e•1 C%J 0 u� o N J y ;o a- 'y N Oi Q -N Q a N Y _d >r_ 3 ev 4 {o y ai 17 � T c G E en o d u 0 ��N�>>>\\N11111 1N N :.�°` �?,O E -lip '_ �l w J U \N1 'r^ ' •• FLO �` V�-/Z QR 0 F E S S\ C) ``NN\'��� ��''Urll►I I I 11tt'�011 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 Wo RCN CD o r • 0 � M 0 4 LL ILL d =" Z m gao� W W ��7 0 07°' m Z CD 1 C) Z ¢ J — N ILW O Q Z �� 5 8 1313 Z N z Q c_- U) tn z •U a 0 i_J c � Q �0 s�o E Qo Ka Wl= o o 0 Z Z t� fd L az KZ 'v an wo Z J 3 Q ro s Z Z 2 0 W n aZ m Mill!Z M �w 0 0 > Lo CO Lr) CO .-. :3 N o 0 Cr . J N a, m N I'— O Ln _ LL O r**.. Y CU ~ m NO Lb N N T a� Z k CD = r e Z M Eo ` JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 2.2 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. 150A1200A INDOOR PANEL CENTER #14 to lights 8 outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH #e to Range #6 to HVAC :R 5o=vo 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING Q #4 GROUNDING WIRE TERMINATION PER 7f WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done In strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included In the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FET-G GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 16) EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER is ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" r -1 �I ALT II I I AC PAD I I I� �I t--- -- A OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH ------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------ J 1.5" VTR 3" VTR III, III, —I I I I I I I I I I N, 3" VTR III— I �� I \ I I I I I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: Y4"=1'-0" N N C O }O W 4t u ai o C A V (V v m x N CO C) a f E W C1 a; w 3 a)c •� E � W +_ 4 � 3 R es y w tt � u w mc o eo a C E �C5 a� d N O N O To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th EdItlon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q E 8 y O Cb m d C to Q I.CT (n 'T J J 15 LU CO 6LLL Z �� a q W W 'o coLL=�MZdJ 6 ZN O 6 W ❑❑ CD l2 N � �uS z o J — 0. u7 Q) M QD uu-U C) Ocl- w 8 N IUL � z Q Z o ;= Co ra dQa, Z � w Z C.0 v Z iZ Z 4b W s2 zo W U3 $ �u N r � 5�0 �U '9 L o rn M L d. N N Cr a � Q 8 N ^^ o m N `. �+ 0 L0 O - M O (0 m CD a) Lin r Q co CV M N t'^' 1p M co H r Z M E B :3 v c a. U Q O JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 3 �h.I I I ' 1 11 11t'1f ZONE-2 ATTIC SPACE 60 SQ. FT. ONO ONEED 10 a N �4:112 SLOPE 4:12 SLOPE w O J N T yiA 4'-0" OFF RIDGE VENT 5:12 SLOPE ZONE-3 ATTIC SPACE 1071 SQ. FT. IRI119 w a O U) N LO 5:12 SLOPE :51/4 49, 5:12 SLOPE w CL O En N I I ZONE-1 I w ATTIC SPACE 97 SQ. FT. N ti/A ATTIC VENTILATION CALCULATIONS - A 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 (Zone 1) 0.0 0.0 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 -A SCALE: Y4'=V-0" t+rs 0 N � tip o N > LLU tt o a t, c N V N C 10 P a. • N � O I=O 4 N 32: a� r �_ c 0 ca 3 m 3 �- � A! u tea) .o N E c � o 4 u To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N y �j r C o 0 �rr`,R J N fN CD @ LL m J LL M LLLL LL a a a[ M 13 Cl0 13 rz WrR°)°) m IL Z N o d J _ OU W 0 (Dm! z gN Z o v n_ INNi Ram ' ^ l�7 v ,I _ -J U OWg N Ly N to w UCf 0 o ¢ Z M z ¢ 2 cv E so zR p zw F— (O Q 0 cr VO a Z ro y >i z � 5 uTS� ab z5z Z V�3$ og a0 W T yy 6 0 T r N LL (C F. 2 0 f=w atS- 120 L6 J m 0 Co LO M Co a CV N � g �1 L.L W o to N �— 4-0 o LO " O I%*- Y m 04 CT) ca N LO T CIO N r E C 1 Z m Z ryi r M M JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 4 , , I VWUF PLACED IN 1/8" SAWCUT x 1/4 SLAB ;1 ; it a •r #5 CONTINUOUS '�; �," .: • :+ '; ' _ REINF. SEE FND. FOR UPPER 1/3 OF SLAB THICKNESS WHERE QUANTITY OR FIBERMESH SHOWN ON ; . #5 X 25" X 25" CORNER REINF. SEE PLAN. FOUNDATION PLAN ; '=:•'; I , ;" BAR ONE FOR EA. %.Y .;. HORIZ. REBAR, TYP. w �.ri;r U.N.O. ED `n a .. r ' Itern ft The e'n . bars shall be • cont. around corner by cold bending the bar w/ min. bar lap of 25". CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" PLUMBING t SECOND FL 25'-0" 16-8" 6141 18'-8" 26-0" 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 -DISONING FOUNDATION PLAN -A SCALE: Y4'=1'-0" V2 C%a co -o 1� as v j i W t cc p ci o�. e� Co C 10 C..)N '! _WC co sc LA.. G y <0 P w a� E ., d«a m m d � a •e v m N G t w E C � o d U R0Aftv E •,•^ F L V� 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 - Residentlel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E W y r, N M V N LL LL � � 0 0 J �tiLL a R., Z 0: T t14 �� W_ m w ZN Ci M Z d J O U rvi� W ❑❑ v, (D Z Z � Q � rz � Wul N Z M V •V W f� Ow Ul c w c � Q, r• o M E Q 0 I— t0 �z 06 o U $ ca E Q�� S i z L ro c S �; o& . v� ?� z m J �m 8 � o� w 3�� aZ �w LLI o w Mill cw� §gT°i c Q 2 � J O d' N 3 co Lr) M aLO a�N8 N m N 4-a 0 LO (0 cc N N 0) Lo T Q M N r m L• (fl o Z z E M :? v c JOB NO : 23-00513 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS 1 D2 J S6 TYP. U.NO. (2) A 1 S5 SIM. @ CONNECTIONS TYP. @ LOW R( tic's Q_ CJ2G CJ4G 00 ,-J U- 0 U \ U CAG hi FAA ■ CJ2G ■ n 1�1 I•I • (' � I � � Mimi I �� �I �7♦ II �1 1 :G' — w 1�� ■ ■ OF WALL TO FLOOR TRUSS-ABOV�016"Q,C­ TYP. P4 aq, © ' � �C �r O it - 1 i p TYP. A U.N.O. TYP. @ A SINGLE S3 STORY 00 J U- ALLOWABLE RSH ENC ADDING W NDFPRESSURES AND SUUCTIONPER ASCE 7-16 ROOFIS GN FOR MEAN ROOFOMPONENTS HEIGHTS 5 ft D VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH D(POSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 -49.57 -49.57 -49,57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 60.99 78.58 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 SHINGLE: 3/16" EXP. 1 e%6) or'%2' EXP. 1 (3�'16) r TILE: 1%2" EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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 2x BLOCKING 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 s=== 1 1/2" NAILS TO BLOCKING O.C. BELOW @ 16" X- LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPEC'S FOR CONNECTIONS TO G.T. U.NO. SECTION .N SCALE: 3/4"=1'-0" V @24"O.C. MIN. (2) STRAPS BLOCKING L (2) 2A BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT�� PLYWOOD FLOORING FLOOR G.T, SEE PLAN UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 9 - 10d x 1 1/2" 1795(2)PLY 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 1 515 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 RFUS 7100 -- w/ (12) WS3 WOOD WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" 1/2" x 5"TITEN HD ACHOR WEDGE -BOLTS BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" — X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 "* 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" -- TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w ) 16D SINKERSLUGT2 3100-M 4520-F 3100-M 3800-F w/ D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28)16D BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME SINKERS FOR FRAME "X" "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5-10"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 a SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PILAN-A SCALE: X"=1'-0" C" CV 0 !V � •w Q -o a � s c aN o C C> !V °O K C LL- 0. N -Cy N t !/1 y O m a, � s c a'S L3 a 3 � � • w a W c o a H � c A o Cl- U .�li{11{IEslydp��f9rr, WAI ��. E ...J i w {-0 To the best of the Engineers knowledge, information and belief, the structural plans and speciflcabons 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. o �00 M C�Mv� Q vw li J LL wa U` i CH 13Z a Z_ coc _' W ingQjOf o � Mz m w ZN OU 0: � W v ❑ Z Z s Q — N f7 C1 vcDo (z w o� t/) c �N 7D U) U) c.a 0c o 0 LL E di di � s ® Z O0. 4 E xV V z d Fes- `o O W C� C a mo F z mJ Nm� W �I0 IIIIIIIIII� a Qa ;o 4kk J "0 'LO O d' 4 0 COLO M a a. N g NU) Q o m N +� o O � co (V m 0-) T— Q M NCD T c d- Z z E M LL E U S Q p JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 6.1 0(2)— TYP. @ HIP CORNERS 1 a r t I ------------------) I I I I I I I I I I TVD G I j U U U G I TYP U U I I U.N.O. I I I I I I L------------------------------------ J CM U ALLOWABLE GN RSH ENGINEERED CLADDING WIND PRESSURES AND SUUCTIIONIS FOR MEAN ROOFOHEIGHT ST2 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND 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 3r HIP -35.94 49.57 1 -49.57 1 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e%) or 1%2" EXP. 1 (33�16) TILE: 1%2' EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z x 0.131") NAILS OR ASTM F1667 RSRS-D4 (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. p 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 1 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 *" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235'* 1335/2820 "' 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R 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 wl 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 EMBED wl SI 22 -10d x (1) !ffTLUGT2 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 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (4) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 -10d SPT24 1 1090 1 1 12 -10d HCP21 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *•• DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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. FX CONT LEDGER ROOF FRAMING PLAN —A SCALE: Y4"=1'-0" (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS CV3 CQ N u's c o N > W DC �Fo C 10 C� N m cu-a N f0 O ►. y � Y � s c Tc ar' ao � 0. 2 y c E ea o 0. V 0 vv//v 0' " W r \� FLO •�,. y�? �I F` F F S S t O�� P�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g � W 1ZL3 fA N v M LL N J C LL LL a Z IJi Cz t IL1% co N .. d rJ Z N r < OU W 0 11 z 0- U) 2 i� 'N (� cn w 0 Vl w V1 c ru Q o M z 2 o8® 2p Q F— �� fU0 azw 00 Z C U Z, �o Z N O `0 G Z 0 W�3 °gcc 2k �w cs Z� VS 20 LO O �, c� Co U) M .-� N a N Cr g CL Vi N f"-- O LO _ 0 ILL r%% � O N m N 0) Ln M N r ui E GJ o z C M E y Iv �o a 0 ci a o JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 6.2 I 3 j 3 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except Ilntels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 Ilntels 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 • O Safe vertical oa Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 8F441B/1T8F40113/1T 8RF40OB11T 8F321B/1T ra I'm FORM dr GROUT SOLID O /5 BAR CONT, 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. Isis EE= M. TYPE DESIGNATION #5 MIN. AR R (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT /U=UNFILLED CL AR STEEL LINTEL a = R RECESSED QTY. OF #5 REBAR @ BOTTOM ° OF LINTEL CAVITY G M.U. #5 REBAR AT TOP w a, ° MIN. (1) REO'D 1.1/2" CLEAR 8F16 R Q • ° ° V�1T Z n < GROUT J QUANTITY OF tNOMINAL.5 ° REBAR AT Lo U) C.M.U. w WIDTH #5 REBAR AT V BOTTOM OF (� - TOP LINTEL CAVITY O m NOMINAL- o -BOTTOM ¢ 0 $ � HEIGHT REINFORCING < a j 7-5/8"ACTUAL PROVIDED IN LL O 8" OMINAL WIDTH LINTEL 5 REBAR AT BOTTO (VARIES) rn AS INDICATED MATERIALS 16 GAUGE POWERS cTi' p�lTntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength - 1900 psi. 1. Refer to manufacturers specifications for installation. 6. Reber per ASTM A615 Grade A Prestressing strand per ASTM 416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 F 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN -A SCALE: Ya"=1'-O" 4" N O N TICS c o t;V d v > W N C u p- N 9 !V J= <O 04 � d E c � 3 � 3 �- Cc .d V G1 'm cc 5., a c � E� w o a � i l,1t4419h1, (lPS1P,�o�1 `r SE "r :.� C�\4 ,> FLO sf FESS1Oa�����`�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E V I a LL �N NO J LL LL '0 z - a g W0) N O O Z IL Q1 cc - M Z d 1- Z N OU 0 W V) ❑❑ z � z ��L a ^Fi V) (D 1 �M U � w O G) V) w (A G m � r ® U w E 8 V I _ C� • Q o w p CU w= oa of &�U o z z �fw CO -� [o Y mS Z a�z g� go p3 °af 4 w E �C:) 'L J O CD cc W c� CO LO M N a N Cr 0 a. U m N F- }+ 0 LA ...� O Iti, CO CV co C)) I` fp N Lo t Q M r E c it 0 0- JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. 7 W NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET SECTION R308.4.3. (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANYWITH SEC 10 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8• SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT MMEN CONSTRUCTION. CO C OF 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD P E TOP OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE 0 OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 2" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO SE 0 TH INITIAL T F CONCRETE,SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE E WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC R R318.1 "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems in ludingg all risers and spray heads shall n6t be installed wRhin 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete overpo and mortar along the foundation perimeter must be removed be ore extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier,mu% be install, d after construction is complete, including landscaping and irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 11/" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: R BETTER AND OR MICROLAM L FADERS BEAMS ALL , ETC ARE TO BE SYP #2 O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. era N NCo Uj :X.W Q C L G c r- o C A .1 N C i u- a. N to O a- �N N d O N Y days E m u a L •� � c o � Qn N . E ry y, Q U 0 'go 4Vry Z,,��� �L0�.�� r�Pi, 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 goal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) E F- o Cn 8 Q N N cb 8 Lo U,, iR 1U �c�m eNo a 4 LL a LL m a S2 0 J �y LL LL 0 W MN� W�°'°' CO LU u7 Cl)Z ¢gr IL = N O U y c W ❑❑ J a I� U) N :2! 9CS U � O c R L c OD Q N O 74 J �•`� Z Z 4 w EL p zo b° P >N zo Z ra aCL �1 F- .) W8w <o mE r/) C Y S� W zZ Z m J as g QW 0z 8 W m °LL o w MI5 > p v 0� s �a O J L/� > , 0 Goa ^, c7 i LO CM a N N Q 8 CL O CV LO O U O CV cmD N Lo M r E�.j. E CD V y 0 cc E M E M c a iJ _j ¢ O JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II 16GAx1-112" LONG (3/4%1" CROWN) III 1 STAPLES @ 6" O.C. VERT BETWEEN I I MAX-' I I I 1 1 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS 77 (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 I I I N. HOME H C G GARAGE SIDE 0 O 0 5'-0" STUB -OUT FOR 0 o a GAS METER 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (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 _ 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 FILL CELL--\ � STD. 900 HOOK r- BOND BEAM SIMPSON MGT 7, 7w/(22)10d w _ ... NAILS TYP. GIRDER TRUSS `[ STD. 900 L CONT. #5 BAR ' HOOK ' �— - II _ - BAR r 2X TOP PLATE Wtj� #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/(22)10d ° 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN ,�_``\ TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS :.�.� , PLYWOOD FLOOR SEE PLAN FOR REQ'D �.':- !" SHEATHING PER PLAN - L INSTALLATION @ MID SPAN COLUMN AND -_:- = BUILT-UP COLUMN DETAIL CONNECTION _ TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON MASONRY WALL OR s; X. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID - BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR ; LOCATION OF above to bearingbelow. STUDS �' SECOND H10A SECTION @ INT. BRG. WALL (WHEN DOUBLE JOIST CONSTRUCTION ;.id'r� �� SIMPSON H10A *° (Not required if both loaded equally from above) N.T.S. +~` ~ `~` NAILS)10d x 1 1/2" REQUIRED) { UPLIFT =1015# Filler blocking 1/8" min. ) Small ap 2" min. + 2" max. g 4" max. _- Web Stiffener Fastener Schedule 1/6 gap = TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist BeBring _Location_ Series Depth End Intermediate INSTALLATION = ' ® 9-1/2'' 2-8a_ 2-8d INSTALLATION r 4 — BCI 5000s 11-7/8" 2-8d 3-8d ' Clinch nails - 14"" 2-8d 5- d when 9-1/2 _2-8d 2-8d BCI 6000s® 11-7/8" _ 2-8d 3-8d 4" MIN. EMBEDMENT possible BCI6500s® 14" 2-8d 5-8d 1 Support back of web Burin nailing to prevent damage to -� 16" 2-8d 6-8d SEE SCHEDULE FOR 9 9 P 9 _ 11 7/8" 2-8d 3-8d ° SIZE AND QUANTITY web -flange connection. .. - BCI 60s8 14 2-8d 5-8d o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16"_ 2-8d 6-8d o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d o 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d �� o ° 1 9 h . . � 4" max 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required w an tno scat or 16 0- IOU 0- IOU OF THE JOIST ASA REQUIRED LEAVING Ya" GAP TOP sides b 6". - Hangers with side nailing. @ y- Hangerswithsidesnotcontaining t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. N.T.S. higherer 2nd than 115001b. column w/ loads SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) --- / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f10d1 nails at 6" o.c. = Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NU rIVLCJ kF_A%,Cr- I MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* - - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. up to3" to avoid t can offset up to vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 611 A 1Y" ROUND HOLE MAY 611 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Arry 16" joist S Span 8 T-a' I T-1" 1' 7 1' Z' T-3' T-3" 1 1'-T' T-11" 1 2-4' 2-9 32' 3T' 12 T-0" T-1" 1' 2' 1' 2" 1'-3" T-9" 2-4" 2-11" 3-T' 4' 2"' 4-9' 16 T-9- T-1" 1 2" 1 2 1 -r 2'-6' 3'-7 3'-10' 4-9' 5' 7" 6-4' T- 20 T-0" 1-1" 17" 1'2" 2' 3-0" 4'-0" 4-10" 5-11" 6-11" 7-11" 8-11" 1 z, 24 1'-0 ,. 1-1 17 1-3 2'-6 3 T 4-9 ,. 5-10 T7 8-4 9-6 109' 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) rll I II I Iml I (I I r Nail with 10-10d nails. Install tight to top flange. • ' '. :. • . SLEEVE THRU STEM ` SEE PLAN FOR--'•• • . • k..� FOUNDATION INFO STEM FOUNDATION ,L \ 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 - - i Backer Block -- 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height o requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r—REINF. SEE PLAN a n tl egpigppi. ' A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE .. °41 Q tl 4 i� PLUMBING LINE PVC OR SCH40 SLEEVE tl SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE Ir— P N PLUMBING LINE E d �- °.�� d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dtl d ° i etl L tl a a tl N ° e4, .F SEE FND. PLN. SIZE & REINF. C"M N O N tit N o Q N W a o ci C A C.7 N ac a- N ..dam N mawC > E s c Gf tOJ � Q � tf •1 C CM � �. OC • T E a � y;;1161111 ff f!/! ! go W/V 5 C4 Off\ f�ESS40 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. FWIN c o c4i 4 '� LU zr Z LL LL d cga� W cc IR o W rR °' Ix Z 0 N Z N Z 63 W ❑❑ R Q 0 N M CD z �4--J � M N W M 0 w cn N c Y = .a c) Q Y 0c N lA ~ M O� a CC LL Cp p aLL d7 z• E u H N �= o z0,0 W (p ai LR 4awz O ao W m W 03 � � ZZ Z 3 2m b UJ �UJ 5 W m a ys J o $ x- 05 'LO91 O m c� CO U-) CM N a L0 //t^^T 8 vJ di t I... 0 LO ate•+ O Y M N N O) Lo �— Q to 0 N M E y B '0 c a U J Q l7 c J JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. SIN 1 c1S ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -1 177 P') VARIES TY INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) 1 L 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z L PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER . ° SHINGLE ROOF, SHINGLES TO a �- BE IN ACCORDANCE w/ ASTM �- D7158-CLASS G or H, or ASTM T D3161-CLASS F, IN'fl o °wil ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =L I I I I CODE 7TH EDITION (2020) 8„ -1 I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR /^\ SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIESk SEE TYP, WALL SECTION SCALE: 3/4"=1'-0" k S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD WL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE -z 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 0_ - NOTE: EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE a00 s CV °P I s Z co _ 6 MIL VAPOR > - = z BARRIER- - • • — COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K'A� SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �T z M � A _ 4„ f— SEE A/S3 OR J/S6 FOR REINF. INFO. �� 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH - ` \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH _� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"00/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 CD WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2-19 �31/2"MIN. �31/2"MIN. A.F.F. p w c > °. ° - 1/2"(min.)- 4" o ° T 1/2"(min.)C14 ;0 _ 00 — 31 1/2"(m n.) - 4" ° • 31 /2"(min.) - 4" - - - - (2) #5 CONT. -" 411 1 1-411 8" (2) #5 CONT. � 4m -.4 Tl-f 8r, U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 CON•��NV�JS�I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.t 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �N�a 5 �G� J J LOAD BEARING OR INSULATION PER FBC AND ENERGY 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'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „" „ „ „ " " 5/8 x 10 J BOLT @ 24 0/C W/ 2" X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON 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 *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION 2600# ) w/ (10)10d NAILS SPACED EVENLY r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q BOLTS 6" MAX FROM END OF 2" x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �, € �* TYP ,; PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° GRADE _ n . o z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi of ° MONO OR STEMWALL z ° D >. . FINISH GRADE 2 25" MIN. LAP 30" MIN. LAP [ ] [ GRADE 60 MIN. Fy= 60ksi] g — ro D °' T •- FOOTING MONO SHOWN 2 o0 - W LU ° FOR CLARITY 6 MIL VAPOR BARRIER ; ° - #5 REINFORCING BAR R 1 7/8" �' z ° C #5 LAP SPLICE (2) #5 CONT. NOTE: O *FORTE: BEARING WALL C14COMP. SOIL. (COMPACTED TO - ° °' I - 36" MIN. LAP [36" MIN. LAP] (1NP')CHAIRS 8" 114" 8" W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 1 10" D1557) 4" 1'-4" - #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE SCALE: 3/4"=1'-0" S3 REBAR DETAILS SCALE: N.T.S. rF S3SCALE: WALL w/ UPLIFT rG 3/4"=V-0"SLAB S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" INFORMATION.�,S3./)SLAB INFORMATION. 6x6W1.4xW1.4 WWF • • FIBERMESH �0GRADE hll ll�I hli - tivUvU;-` RlE _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS 4" T I + I SEE A/S3 OR J/S6 - I I W1. 1, I V FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM 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 .m a 00 .� M 6 MIL VAPOR - BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� F WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O,S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. :� o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE LUCONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL _ AT s o.c. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN w 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E a > _jL FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH c.,,LU ° BRICK PAVERS or SLAB PER �, 1%11 r•ILI rr n -.I-COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 SEE FOUNDATION • , •�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V.0" SEE A/S3/J/S6 J l � + 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' 80 RAD M w z= � • w ~ a w W z So(n= z FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 re+�s N C2 N c N � 0a a� q 11' Q O aF_ o m o y N t CO Q tV Z CC 3 r d a c IA CL f° o a ca 0 zl�, • ' \\ • 2 � •,��//tlrl�sll�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. 6) gp8 N G Log 6 's C MM YI '0C4 0 J tlJ M V 2s q4 LL C J LL Z LL W aL S o — d Z S � L y L O W�pjO' LL=�zdrJ N r OU Z L) U) W ❑❑ cD � z z z - N N z � tQ)t , T U O �a I c rn Y IO Q N W N ggw f o0 �aR QE E =o Z RU �oz �U wg W� m1 Z ) Za 3b 'LL J � _R U �0 > Lo J 0 rn m M 0 co Lr) M .-. co a N Q � o J N A Li. U) 00o � N^ H Q Y LL O r%_ Y c0 04 m O) N LCi r Q o M T �• E (0 V y T Z Z � E E co d Go) ui E `m 0- v U � o c JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 TONEAILS 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 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. St� 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)1Od (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D /�2x BLOCKING @ MID =--POINT EVERY OTHER fi STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\—ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF ;TENSION FROM EXTERIOR WALL tCE OF BLOCK WALL IS 21/4" (L TO DRAIN ffL 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT ■lii!��!Il�il�l�' I�I�!�l�I�■ �i.�•wri��t�r....��,r.�AM mail --- PP IIII—� NOTES: Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r W 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD \, CONNECTION ASSEMBLY FOR DRAINAGE \� GARAGE FLOOR ,l TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T,S. n ° 4 g d Q < ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILr_�� P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 101, 6 3/4" 31/2"- 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od 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 NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn rwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) 1 (1) (2) (1)LSTA30 4'_ 9' (2) (3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 '­(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. SIMPSON HTT4 TYP. Op00 U.N.O.4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/87x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C Z!(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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ 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 r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. 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" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) rwll; fi 4 4: 4 0Lcl ioIij1 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48n SPLICE STAGGERED ' MAN ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON Ir SIMPSON SP4 SP4 SIMPSON SP4 SIMPSON SP1 SIMPSON 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) 3 (5645# SPF) i (6970# SPF) ►S (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 2X BLOCKING I I 2X8 P.T. BOTTOM 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON 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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES G 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) ISHEATHING • 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 REV. 06.24.22 SCALE: N.T.S. 1R4 0 � W oL 0 a� o N en x N C I.L a. O N p N t = 3 cc r 3 •- o .d CD = o ��� tn as = E o a� �;+,91111 t r!lrllr ,,� 4Ro wN'�'°��•,fZ OVA — �ti --✓ J (-" rL r 7. F' L. O - ,o�Pf�i'AO w F E S S) 0 "`�\\\��\,\ To the best of the Engineer's knowledge, information and belief, Me 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. 11- W aoE N 8 $ 0 d rn $ d cc � z a �LLU- a_ Z a W go 93-, O W Z IL Co m w ,ro NZ d k N O U N W Z � M a N Q) a) p V U), 0 „, 13 Ln ru w U � C Q 0 fa 0 K M J E o � as a t- ro $ � z E �g o` �< Z g� ro N C a Ny r0 Z� z 85 J a� aw �Z Wyss 3 y o� 0� oO 0 U NZ m �� z S IIIIIIIIII� 10 > Ln CME m cc c� L Co Ln M N a N Q C g _o °° �... o Ln 0 COM C0 LIB r o N N r z E M ED FL E .. 0 n a o JOB NO : 23-00513 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD7 GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD7 w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD �� " SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS I>9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1OdZZ 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR / / 2x FRAME WALL (SEE WALL SHORTER) i�S</ SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /�/\ \ 1/2" CDX PLYWOOD OR 7/16" @ 48" 0!C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • / \ \NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \ \ • AND 12" O.C. FIELD END TYP. TOP & \\\ (2)16d NAILS BOTTOM ATTACHED \� \ W/ (2)16d TOENAILS \ 2x4 Dq 2x4FASTEN WI HP Odx3A@ 4" 0/OF PNEL OCCSPACED WEEP SCREEDPLATE 2"x6" P.T. SILL NOTCH 1" BRACE HERE THEPANEL BLOCKING @ FIRST (4) ROWS OFF TRUSSES OR 2x4 BLOCKING OP OF PANEL \` INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2"SDS SCREWS TO @ 48" O.C. I I 11 I I BLOCKING, FASTEN WITH () „ MOISTURE BARRIER SIMPSON META12 w/ (7)1Odxl 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2"x8" "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 1Odxl 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" GABLE WEBSECTION 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES co co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 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 AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ; 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0° TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,,...,.�.,.,., .....,., .......... ...,.. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VV191 uVnl \II•V 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od X0.131" @ 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 MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED wl 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ET!5�_TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" 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. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 (-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" z SEE PLAN FOR TITEN TO CMU - ,CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ ll 10dx3" @ 4" O/C (2)12d TOENAILS L-! SECTION g SCALE: N.T.S. CJ`5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT i • EACH CONN. @ 24" O/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 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xS' SDS SCREWS TO PLATES (TYP.) L—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9p� W x CORNER JACK U a U W z 0 U HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L is q I . II III NOTE: STOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 7' 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 L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 e+r.% cl�Q! C%j a c� > 0 a t Ca o = _ � CO �LLa N R O s.- N o N Y 3=w m a c •y = c d V r x s 3 iro y a>' r1` v •— v ao In a "Q C i✓ _ lC O d .:o 04 r!r FLOk ' .. 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. vJ a F�i E $ 1 1 a) 0N N d 0 0 Ma µ Z - _ °i Yr W FIR �rn Z ,�`0 M z a � N -� = O U cQS. W C1 Cl Z N z (D o� < v J - N m CD o v LL •u (n is O w N �N z �� Cl) y � z' a LL E O U V c� N z w x x o oz z -S D �0 Wm� �c '= 1� '� J O W m 0 L Lo M a N Q N S I1 o N O Y (0 04 (:3) -0m c0 NLo f Q M N r E r M N 0 E E w C JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER-- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER, N> /1� 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENT10 STD. 90 NOOK (SEE DETAIL) LU j REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO = 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 - BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c °T • .' • AA M — 6X6 W1.4XW1.4 _ — • •: • WWF OR FIBERMESH TTT� TTT ° • 8"x8"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) M v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL a- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE co �--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 A SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL 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 FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST M m 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1^" 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, TRU 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. to 0 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" r — B.U.C. (8)1 Od NAILS TO STUD PER STRAP m SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N,T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'-0" "6') NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH —ar—• — °. •' • .'. :• / ' (3) #5 CONT. ON 3" I 8" l 1'-8° I g- I CHAIR W/ 3" MIN. l CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB �I EXPOSURE 1 -x II SHEATHING Fx PROVIDE II II BLOCKING AS SECTREQUIRED PER II D II i NOT FIULLX-X IF HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I T � II 15/32" OSB I I EXPOSURE 1 F SHEATHING jily II II II SOLID 2x III III II II II I BLOCKINGSHEATHING A" p N EDGES (SEE III OPENING N X- III C III x II II Fxw II III x E _ III I III II II II 2x STUDS BEYOND. U) SEE PLAN o III I I I II I II I II II I I II I II rn WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". U ? OA NAIL AT BASE 2 ROWS C 4" O.C. w/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS 0 4" O.C. w/ 8d COMMON NAIL _ u. @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. 0 -) STAGGER ALL VERTICAL JOINTS & NAIL C 4" O.C. o w/ 8d COMMON NAIL J O LL O O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER > p in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS C TOP & BOTT. �f-OOVN u~i OF in m LL � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL O MEMBER IF GABLE END c ti " NOTE: • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S„ = NAIL SPACING c 3/4" 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERMM si rr"mr. SECTION X-X SF A/NpOw �N 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.) �F� oFNi�?0, C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3)(2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10-0 (R302.11) ZX STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. .. •.. 4 • • .\ •. eo \ • ' FINISH GRADE M -III—III—III—I I ! °. 00 I_I I I_I I I I I a. i •' ,. I I I I I I -: ._•. I I I I 4 (3) # 5 REBAR ON 3" CHAIR J 4" 1 V-8�1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=1'-0" G ADDITIONAL INFORMATION. S6 N N u0 > w cm L C 1Z Q C A C,7 C 4 -- fl oo rt +% c 0- N d O r0 N a� a3i r co"'S. O :t= Q ct m p 39 0) ea .A ' � w earn N c w ". �s,,;aaaalltrPrPP, C0 V'U /i C4 ('l J 4- V���V'� LL J 1 0 A— L. ........ ��`�IPIPllI1lIIt1�`���\` 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 8 M FA to NQ1NpV '�' 8 �Ik LL ` J LL W LL - u. SSS a 2=8 1 ai W E 0 2 N2o'w Z m w co Z CN OU W 01D Z ,My z - N CD C1 �CD Q) (a LL ij— (n w W 0 w 9 V) �N c d ) as w _ $ _ U < _ • a �s T _ .. rJi p w� a° o Q go a u C1 oa Q o °z a ZE ry '3 <o j? r< 0 fa C ZF z m J ZU y m a$ >w 0zz W 8 dU J M 12 >LO J 0 m C9 LICT 0 Lo M a N Q g ``^� VJ m r-0 o LO ..� 4 -0 0 Y M o to m N O (3) Lo T Q M N T E a Z M Or) Vj T C a F3 O U _j a% Q p JOB NO : 23-00513 SCALE : AS NOTED SHEET NO. S6 (MONO) w I Q !v M2 N v c 3 tz Q N E v O c tsL i CL CIA 0 N Z_ rL N N N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS 61 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD i z GLUED AND NAILED 2x� I D FTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = V-0" JOIST 0 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER �A ALIGN THIS STUD WITH FACE OF 2ND RISER I / —2x SYP CUT TO FIT 1 l BEARS IN WALL I f--2x12 SYP ~' BEARS IN WALL ' --2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" , i / \ NAILS) / 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR .,—lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ 2x4 DRAFT RISER AND TREAD STOP' NOT TOUCDRYWALL MUST RINGERS / —I-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS OF STAIR TO CONC. W/}" X / 2 t" TAPCONS @ MAX. 32" O.C. '--ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = T-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING G-1 _ / TOP OF 1 \ STRINGER j / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP A MUST NOT TOUCH2x SYP CUT TO FIT STRINGERS BEARS IN WALL2x12 SYP BEAR I I IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ / 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (MTS12 w/ AND NAILED TO FLOOR WITH GLU (114)4) 110d N 0d x 1 1/2" / AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ...-----'2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER i ,KOR DRYWALL SPACING 1 H SECTION VIEW "E" SCALE: 1 " = 1'-0" E SECTION VIEW SCALE: 12' = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR V / I 1 7 ;A (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE bEd ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE:" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO IISTS) NAILED AND ITOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO LISTS) H ll/ 2X STRINAR 2X BLLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2"AILS \D OR �t 3f?D � 2X BLOCjpNG RISN_ / ECTION VIEW "H" SCALE: 1" = V-0" era N 0 N 1i7t >r o N Y+ LLJ ¢� P = .o m k c as o N W c 1O u ai r > C G o. c E �a O ,,��4;ll:Illtrr/rp�� 1 <• �OFt-SS}ON�N���� �. ':'//I 111It`�����\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I- E 8 (0 G gcla � 00 M fn N M LL G 13 0 CJ� u- W u_ LL a a2 Z �°'°' usW < 3 C14 z N OU WCD z a v �4 CD (a 0 w s N cLn a U F— — I U s �Q Q N c � w f7 0Z o s E H M �_ a® °« za O coGO d0 od U oz XZ W Z g a '0 LL z a Z. C 55 s izz g W o NLL <a �5 ;O 5 d ° O J > LO rn M m c� L Co LO M N a LO Q Cr g a. m > N �.� O LU co N m 0) Lo e-- Q cooN M N r E91 cD z MM E y r Z m c Q E U Q p c —t JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. ST v I a 2 a- t 0 0 J t2 LEI I N a N N E l-- 0 r i c ti N N N S a 0 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45' DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. — 1x4 APPROVAL FOR CONN. r` 1 X 4 ix4 P.T. X C LL� FURRING 3-1/4" LONG X 3/16"71 0 FURRING 3/16"� 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" LiX8 2X8 BLOCK@ SPACING 11 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MINI. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ix4 ❑ TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX iSOLID BLKG. AT TOP BTWN, ARCH BLKG. & BUCK —� 2'-0" SECTION A -A V. 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO \ — 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB Ffi INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK l 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF _ BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID CELLS.7 #5 REBi (TYP,) STD. 90' HOOK 0BOTH #5" NOTCH WEB AT Li FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. �. ,: ;; °: •;. - 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;: _,,...: REINFORCING PANEL SMOOTH. DO NO FURROW. ,, :::.. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KI SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" • • v� ►--6---�-a— o ?- GRADE CV • ' 'P th - Z 0 \ • (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 00, SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 0 DO NOT DO THIS ♦♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C. �4*4* #5 REBAR (TYP,) ♦♦♦ �� 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" �R ♦♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ♦ • ��S�D. 90' HOOK (TYP.) �� l ♦" �4f. 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) ♦♦♦ FACE NAILS 10d @ TRUSS VERT. WEB — [D METAL SEAT PLATE NOTE: LAP SHEATHING TO �'' BOTTOM OF BAND ♦♦♦ ' JOIST TYPICAL ♦♦ ±2" NOTCH�V�B @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ♦♦ 4W' w/ (4) 1/4x1 1/2" SDS SCREWS ♦ �4s'.' INTO BAND JOIST & (4) 1/4"x2 3/4" rHE TITEN INTO K.O. BLOCK :S ♦♦♦♦♦ ♦♦ �1 FILLED CELL INSTALLATION Ze H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —J-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW--- CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**} 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE &RC TRUCTURAL SOFFIT ALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS V. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2k O�FRHq + [FNOrN + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO + SUPPORT SOFFIT ENTER I , IfJJLJ' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: CFF cuFFT m Amr1 z O U_ O w U FILL 1st 4 COURSES SOLID W/GROUT a: * FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, M11 • . ►.. ' #5 BAR .. .• CENTERED W/ g ► ..' • ,ti ► IN TOP o to .0. KNOCKOUT / it CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •• AND SECTION DETAILS CLEAN FILL .► • • • DIRT 6 z M •, • STANDARD o i 9N #5 BAR IN 0' HOOK r . FILLED CELL, • -. L99 STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 -1-0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT A SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C" N 0 N C%A oC d Q O W ro V CV m x .r c LA- a In ro O lA D N -% rn o to Q .d eV Y a� ,y .� ova ro w w r' c c= -8-.= V7 E ro o�"%N �;���41;19PillfIif f •, •K F S45 LU �'• t,.' .......•NPR �'�' i/rl•ttlll�ll�\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Floride Building Code - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W cv E Q N 8 qR' � c %00 N inr--r,v 2 M` QMv u ` -� U. W u_ J LL d Z m -6;; ga W. 0 W 0aY 2rnrn m ZLLM d r_ IL 0 N U Z U y W z � z sr (Z N -- N Z M CD 9 Cz 0 w s Ln N �N c Q ID � n zx E o Q 0 go _ g oa 9¢ Z cq N U o 2 >z Z J 3 b g w z o W $ 3o o E� > LO J 0 E Co Ln M 00"IN :3Q a N Cr N S V) CO CV I.... +-� 0 LO 0 L Y m co 04 CD cp N Lo r Q M r E d- CD z r0 C 7 y T M Iv = a N " 0 ¢ o _ JOB NO : 23-00513 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. Cg 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ---LWOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 114" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE (14 PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL i I 12'; ---•---->�-- -x- 4" PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a w Z aN Lli �g -LOWER OR GARAGE SLAB 1.-4e SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF PV4N SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �. PLAN EXTEND SLAB 1 1/2" * (2) #5's CONT. T&B w/ 4" 7 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" - - BADE HIP - G.T • r 1'-4" 2 ENTRY PORCH SILLrl 4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 MASONRY KNEE WALL MAX 3 I - 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I 1 z O a w W u_I W 1 I w/(1)#5CON 1 I REQ'D @ MID 1 I i rT--- — 1 ------- j ---- F I II j 1 I 1 1 I 1 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAYvx, 1 1 ===- -=& - rr 8"- Ak SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN CONTRACTOR TO INSTALL I #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 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" SIMPSON LSTA18 CONTRACTOR TO INSTALL I #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 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" SIMPSON LSTA18 w/(12)10dNAILS ----------� SIMPSONHUC410w/(14) F-----------� SEE PLAN FOR CANT. CENTERED AT I I I I 16d INTO HEADER & (6) I I I SPLIT TO TIE I I 10d INTO BEAM - SEE I I BEAMS TOGETHER I I ROOF PLAN FOR MORE I I I I I I INFO I SEE FLOOR PLAN FOR I I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I i --- --- REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — I L I I J I INDICATED ON BM. & ADDITIONAL INFO. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULE/PLANM COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. ti 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 @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR T( PZ)T WAM I - I I I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION r PLAN FOR MORE INFO V5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST 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 r7 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 —1 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) TRUSS24" O.C. MAX. (AT EACH SIDE OF, G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - -- RUSS/ P WALL EE PLAN Y2' CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES------._ti 2x4 #2 SPF STUDS @ -���- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Y2 TITEN HD SEE PLAN MAX. ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 24" STEPS 4,- ---- 3E-r -4X a _--% x SEE PLAN FOR OPT. -- " STAIR INFO. IF ° ° . CONCRETE STAIRS Q FORMED &POURED %4 MAIN HOUSE W/ (1) #5 EACH STEP SLAB J a 4 � (2) #5's CONT. T&B <. a w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH - ° -- ° e - EXCEEDS 30" e ° y _ GARAGE OR r a ° 40 LOWER SLAB d l SEE PLAN SECTION GARAGE MONO 21 SCALE: N.T.S. N tz N t,n N -o !� 7 16"2 5 G a.' g C m X ,a .. �4-n �v o y —C' y � O !G d a cc Sr m y m ; � C p d o. G � n o. v 0 ^ ' �VtO Wry •' ��S 0Nr\`� 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a N 0 .0 in 0 inN di y " sf O 0J a C J LL W (� �U. u' a Z ro c a, a Y W g`O W Z N N Z Z �U WCL ❑ ❑ Z N M 91 z $ z ti n_ n Q ) (D �4- U � 0 V) Ln c -0 Cq c_i 2 N q M s E o Q o H ro a0 0u ZCD go f �o rc •� M ¢ o .0 CC)o z Y m v �� a� -I � b s �n w 0 f Cn 3: ang az W js ¢ y 4 F=U' ao � 2I6 U 1O > Lo cc � rn 0 co co Ln Q -6 8 c� r1 C o L.L +-+ m p L0 LL a..+ 0 J4 Q0 N 0) m N Lo T Q M T N E z z E M y r Z .. >v a U � Q p JOB NO : 23-00513 SCALE: AS NOTED SHEET NO. D1 i l! ' I'' " 9 hl'f ll'lllfi' h'�IIIII�I SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—,. FLOOR SYSTEM i SEE PLAN 1 -------------------------------------------- o G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS AllV , T-YP • 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d rj NAILS TO STUDS ABOVE & (11) 10d .I NAILS TO STUDS BELOW. f 2 x 4 #2 SPF STUDS C°� AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER V G I•� SEE PLAN ,:1 OE 5/8" A.B. @ 24" O.C. AND 6" FROM h� EACH END W/ 7" EMBEDMENT. IF ii AT STEP DOWN LOCATION, MIN 7" SPFEMBEDMENT LXSE PAST STEP. PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B 'A FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP a, (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 1 TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B DER 2 RSILINIOLATE O AT 16" O.C. U.N.O. (2) 2x HEADER G (1) W/ (2) 12dTOENAILS. PLAN EXTERIOR HEADERS E F TYP FSEE F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE •' D :'' BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE _i 6" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING :, LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. f° �- � r FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP, GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT �/ SURFACE U 2x4 #2 BLOCKING I NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD �j AJS BLOCKING PANEL @ 24" %j O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �o� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT TYPIC) WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. LLSEE PLAN FOR CONN. '(2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM I .W v ova.. ��OCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) 1 COL. SIZE I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE — SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ ., MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN • DOUBLE 2x4 TOP PLATE • 2 WS10d@ 3" O/ A �rtc • �� 48 ?h MAN oA PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 3 TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 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 INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"O.C. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIC DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" — \ O.C. TYP T & B - (2) 2 x #2 �I SYP U.N.O. I I 2xCONT. T&B --�' (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I I BOX HEADER (2) 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d i NAILS AT BASE l *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2 NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) "•s, ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2 NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END — (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 0 C%j t� 4 � c d -o > W a aL-_ c C ro 47 CV — oLf Cl- .: N ro ... . N 2: L N N C� 4 C14 Y d a_r E c c y U ro 4 ro G ea c Q w �,�S L,•'• ' �� L • •4�1 FLO FESSIO� 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. S N(A � Q w iO C M ik LL f`•i R Q C J L LL W U.S a z a a- 13 �C 0 Wf�i 4i Oi m Z `n M W Ov ❑D Z N O z Z s CL v J CL --. N N ? N �cn w U 0 w g U U' • E �O oLL a Z® U O z N n7� aW� � q ��' wm f 0 � z mJ <� 'zz 5 $� a^ g�a7 wu Z0 mw W y� e oz =r z� Z In >U) J 0 � 0 N a U � a m o +r Ln _ CY)O Y (0 rc o M Lb r Q o 04 M 04 1— W 7 V y r z ,o a U Q p 9 JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. D2 N N N W 9 a CD N N S FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS / TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE 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 P g P P BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ;, w SELF -ADHERED FLASHING: 3/4"-l" BEAD 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 R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED wmoow) '' �= NAIL BRAND OR EQUAL WEATHER EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means �- PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING suBFLooR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP PP g P PP SELF -ADHERED FLASHING � � 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 - HEAD FLASHING TIE-IN INSTsecure No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and P PP P eat 1. Cut, fold up &temporarily secure weather RIM JOIST building 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 MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier ,� 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 BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW , SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , Exception: Where barrier is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER the water -resistive that applied over wood -based sheathing a water resistance 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 ASPHALT RUBBERIZED EXTERIOR SHEATHING X 3/4%1" BEAD OF CONSTR. INSTALL SELF-ADHEREDASPHALT ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE NEEDEDVADHERED ADHESIVE THROUG R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHINSELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK FFLASHING,LANGED WISEENDOW OR EQUAL WEATHER PROOF CI UP JAMB 6". USE LIQUID NAIL AULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL Q 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 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT ° , . ' • WINDOW BUCK TO ° EXTEND A MINIMUM 6" 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 FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT y THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO NDOW FRAME WI ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE ° ° ° SELF -ADHERED FLASHING ° O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING ° 2 following: CLADDING AND WINDOW FRAME 2 ° SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions or for applications not addressed in the fenestration g 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE ,� 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL.>' 2 2 O SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING Q O UNDER DECKING DETAIL WP07) 2 7 subsequent drainage. Openings usin q gg pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 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 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APAPPROVED PROVVEDHOU ETWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 -= Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 71 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE -"` DOUBLE 3 7/8" Cement Plaster 'v'SEALANT SOCKET WITH JOIST " TOOLED APPROVED SEALANT SINGLE WOOD BEAM In accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Walla ASTMC926 in accordance with r, SELF -ADHERED FLASHING ASTMC926 2 ° ° ° ° Felt backed metal lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 ... with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 Building Paper �� 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 - - - - - - rl �� Installed As Per Manufact. Specs. PRODUCTSDETAILS s j STRIP OF SAF LEGEND l SELF ADHERED FLASHING (SAF) - -a---- -- Maintain Stampede or similar Bottom of cauk bottom TILE FINISH f- I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I BARRIER (WRB) Weep Screed joint only wQ I I 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK BOND BREAK WEATHER RESISTANT BARRIER- - - I I BOND BREAK WRB SELF FURRING (SF) LATH Above ROOF Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) 00 a I I I PLASTER ACCESSORY Sheathing Installed As Per � I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASSt«� Manufact. Specs. 1'4" PER PLAN Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1'-0" PER PLAN 4t I WRAP DP WRB ONTO I I THE VERTICAL SURFACE TO OF I I I FLANGE AS AN AIR 1/2" Cementitious Cement Plaster Decorative Finish in accordance - I I I j I BARRIER with ASTMC926 a 0., ,.o• All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU - �i I� I 3-1/2" INCH FLANGE floor over wood 2nd ,q•0•' ' ° outside corner will ' °• need to be miter 2. Install flashing and weather resistive barrier to form water shedding - J '° laps 4" OR 8" CMU ° ° ; ° -I ------------------ � �- - - II ° , cut and caulked all 3. Self -adhered flashing can be substituted for building paper 9 9 P P (PER SEAT DEPTH) f.- ° Z �`� _ I I STRUCTURAL FRAMING '••o.• •: butt joints need to ' �• •°' .0•�• • becaulked using 4. Split the release paper using the ripcord (Split release on demand, ° FILL WITH GROUT Q -- 8 :5 a a p r,_,,, SHEATHING ' 9 Stampede or sim. embedded in the adhesive layer) - for ease of installation and to - _ ° ° � � li . STRUCTURAL - THIS GAP IS A RESULT OF caulk for all minimize scoring cuts ) a _ ° " d OW. PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and _ ° �---------- _ DO NOT SEAL. CONTINUOUS BACKER i- "" ---- li DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° ROD & SEALANT DRIP SCREED PLASTIC Minimum) �I SLOPED MUD BED ,_ ° ° ° 2 � ACCESSORY i I BOND BREAK WRB ' 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to x - ° I- I - ¢ LU U) w ?r SF LATH fit tight to VINYL SHOWER PAN (� ° = corner ° Note: 8. Mechanically fasten as necessary I� -- - - `� ' - ' i The building paper and metal lath must be SLOPE < - ---.-- I --- it I Cement installed over the top of the weep screed. - - PLASTER STOP Plaster o CONTINUO4 US BACKER ROD block 4 n & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE N N N.W co C� N w � o ti Q � N � 3 � u m d c o of EL C 4 V rs O 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. W a E O M 0 Do 00 a C J VVVp LL �LLtL a r �� Z L to W 'og�� �ZO W Dow Z ,L0 M Z a �n N OU y Z W ❑❑ z z Q C n w,w6d N^ � m o W " 4--+ � LIJ •U C:) O w $ N c d w 1 % I a� °° MID ¢ N OD � r' w LL E US > Z® EE U0 Rz oa �o 7U Z 0. D S as �� Z m NO �ra QW O W 8 (n z o 8 �0 D. U z it o� J � o �o d wa zl¢a Oa �C) LO J C� d" M c� O LO CM aLO N Q g N CL �Cr VJ o m N +.� 0 U') O co N Cal O) � N � �- Q `p N r E co z Z E M d a m 0- E M U Q pre 1 3 JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. WP1 HURR/G.4 7E] Mounting Brackr.ts (10 Gaugei +1 /2' x +112' x 2-12" See Anchor Schedule Bolts 112" Dia. A325 Galy. iTY0 g e to114 1f-Drilling Screws AJC unit Bottum Edge • Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) O 14 Self-Drtling Screws Thru Brackets b Back Cross Support Into Alt Unit Bottom Side (Typical: 3 each side for hurricane use) Washers / Shelf -locking Nuts Sfixtdp. m,sLJLuun ulsutxeulaa - Iw1rv"nth -6 Hrun-c An Btmz. Rated Sad Daawing ewaaaYe upon myrsst ( fish Mier apply) rde mm Vernon issulardrar Mhmrbn 2020 Smart Vent Products, Its Caspar.• structural Canpalmte "CMopery: Products Introduced as inResult of Nor Todmobpy Oxi plinn alaeem Eroluetim Report lean a RegisteredFloldeRegisteredNchilect a a Urna" Florida Eiha&da Professional En9YIea tesa 1 SmaAVent Made: 01544510 2 9madvnf Model 91540611 3 emdvmt Model 91540-520 4 Smadvmt Meant a1540,521 5 9rt•AVnt Model at 54P524 6 .1. Mddsl e154P570 anadvent Maisel of540-574 Back Cross Support (May be cut tc3 W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Ently or coy)Ey analmor A Ltraro Maned Grriom hammer NorensPE (477)441.830 PE-73770 Inro@amaRwnlcan Processes 0-Indkin W al Funttlm Flood and WMaXn Vent Dual Funcam Flood end Y.na.dm Vent Insl&etod Flood Vent nsulated Flaw Vent 16agrd; Gorage Om Flood Vent Wood Well Insulated Flood Vent 14.5&q+d: Details Door FredVW1 �III� Lake Bowdon P.E. (334) 300-1800 Pop I ell I2md20al ad! 201 D" Passing DU Yi1Bl8n SLOMIUeg f AROMM ApIItyl9 Am& 12040/2020 12/1602020 12126M20 Approved 12/3112023 YH Yea NIA ✓100blo0 120//2023 Yes Yee NM •100100 1201/2023 Yes Ves Nei .10OPIDO 7 13111023 Yee Yas N/A 1100A100 1201/2023 Yas Yea NIA NIA 12131/2023 Yas Yea NIA •100F too 170110023 V. Vale NIA WA Florida Deportment of Business & Professional Regulation Fop l art Building Codes and Standards 1014=1 Product Approval Application Detell - 1'✓�as`,SSvif W. i3 �r - .._ . � ��.. ���>�..,1,T'�"8F9.aJs��+��.rli;,`tlV.'L..r. vx X'!..+s'Fi .-_i'.. �����'M?i xxswBla:7r.iT .wa;r4f' Call! IBM or - . are go Pits. see inns! .Yam mmktiam Guam E VANI m11Y )Mania mlamuua rbC.A-r&M aut2m a" RSNrm 2020 Drexel Morale Inc. Joton Shumate Zachary R. Pnesl Locke Bowden P, E. CAMOM20 OWS11020 OSndni)20 10/13=20 AporoeE Caagay: Roahg t502) 34M.1511 PE-74021 (3341300.1800 SWCatogat; valid Rating nhumatead-nuit Carroft co MNhost EvaNridi ROOM Dan A Florida Ragrerad MehkW or a Lksnsed Farid. Prptefalma Engnear fLAAMTa4e Prater. outlets Assurance AaXpwd for use ADWOV#d to Its knoa t Dalkon Product Description catwM4-ar 3wrialOW In HIM 1ffili senators Prll4lllre 1 Orenl Malel RorAnp Syrm ea DMG 1ODNA OMC 15083, DMC 175S DMC 2008, IV31 2025 Ym No NIA r0A1ao ouc 5V Florida Department of Business Professional Regulation Poge2of4 Building Codes and Standards 1/2UM21 Product Approval Application Detail aYn 4'rro - a alplie'r.JS' v rti- >y_�r,,y �r ,q�y�r,Pr W�Ji� ,er v.. -. w:... . :k,- .. _ ,. 1 Vf'!LY a1,�i. .�r�,i. vk.:ury'Y:i version Manufacturer Co0w En 8 License Validated av validated $u4m fled FIRCCAAoao�rowmi Approved &utua Revialon 20M Therms-Tru Corporation Save Jasperson Lyndon F. SchmldL P.E. Ryan King P. E. 04M 52021 121312020 042212021 0SN8/2021 Approved Catopery: Eaters Doors (800) 843.7620 PE-434M (813) 767-6555 aub0alagoy Swinging Exterior Door Assembles aj.4-tion@11hwmahu.co Compliance slamod: S-Wetion Report from a in Florida Registered Architect or a Licensed Florida Pnlrhosbnal Engeleer PLQWe5M PmducM Rgg,R Product asetlr. Number a Name Quality Assurance Aoorowdhr In NVN2 Use Anoroledfor Use ]mom a �t 1 a. Thwm•Tru FlbwCbWc and Smooth -Star Nominal S&M.8 8quot,InpecMquOt Opaque 12131/2022 Na Yee Yee WA Comport. Edge Fiberglass Sigh. Door gnlawngmuhewovg Xmneguiiatlan) 2 b. Thernla.Tru Fiber-Cnsalc and Smooth -Star Nominal 5&gM8 &qugtlnlpact&guet Opaque 1713lr2022 No Yes Ye- WA Composite Edge Fiberglass Single Door with Siddke(s) (InsnirglOuttrwuq; XO, OXor OXO oonflguntion.) 3 a Therm-Tru Fiber -Classic and Smooth-Ster Nominal 69N308 &quotlmpact&quot. Opaque 12/3112022 No Yea Yes WA Composite Edge Fiberglass Double Door with or '01out Sileltten Oromny0udvnng; X(or OXXO configurations) 4 d, Themin-Tru Fiber-Clasale and Smooth -Star Nominal 88dt39;0 &quotlnpacAquot Opaque 12131Y4022 No Yes Yes WA Composite Edge Fiberglass Single Door (InswrignClut&Wng; X configuration) 5 a Thermo-TW Fiber -Classic and Smooth -Star Nomina188N39;0 &quotlmpacMgwt Opaque 12131R022 No Yea Yea WA Composite Edge Fiberglass Single Door with Scree(s) 0-Ang/Ou"N: XO, OX. OXO osiiNgurstions) 8 fTherma-Tru Flbar-Classic and SmoolhStar Nominal 68At1P,0 8quotlmpact8quot Opaque 121211/2022 No Yes Yes WA Composite Edge Fibeylaee Double Door wth at washout Sideline, tirsoMngfOul Wrig: XX a OXXO configuration.) 7 g. Therma-Tnt Fiber -Clears and Smooth -Star Nominal 6&039,8 &quotlnpact&quot Glazed 1213101= NO year Yea WA Composite Edge Fiberglass Single Door (Inswngroutiwng; X configuration) B M. Thames-Tru Fiber Ciesre and Smooth -Sher Nominal e8N39,8 8quatim"at&quot Clubs 12r3112022 No Yes Yes WA Composite Edge Fl bMiass Single Door with Sideli[e(s) Onawng/Outs rig, XO, OXcr OXO configuratiote) 9 1 Therma•Tru Fiber -Classic and Smooth -Sur Nominal 8&N3gS&quatlmpaddguot Glazed 12131/2022 No Yee Yes WA Compote Edger Fiberglass Double Door Win or without Sideline, (Irrewlrlg/Ouhewing: )OXor OXXO conRgurstons) 10 1. Therm-TW Fiber -Cleats and Smooth -Star Nomina188Nsiro &quotlmpactdquot Glazed 12/312022 No Yes Yss WA Composite Edga Rbwglau Single Door pnav4rg/OutslNnp; %oonfiguretim) 11 it, Therm Tru Fiber.Cls$We and Smooth -Sur Nominal S8N39;0 &qu0tlmpaot&guot Glazed 12/312022 NO Yes yes WA Composite Edge Fiberglass Single Door Win Sidrbe(s) Onowngl0ulswing; XO, Mar OXO confllwallonal 12 I. Therm-Tru Fiber -Oriels and Smooth -gar Nominal 8&039,0 8quotlnlpaot&quot Glued 12131/2022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites ORswiralCuuWna XX or OXXO configurations) 13 m Therm-Tru Fiber- Classic and Smooth -Star Nominal A&M.8 8quatImpact&quot Glazed Molded 12/31/2022 No Yes Yee WA Open Composite Edge Fiberglass Single Door (InsWrglOuuwtig, Xoonfigurebohl 14 n. ThemnTru Fiber -Classic and Smooth -Star Nominal SILM,8 8quotimpacrdgtbt Glazed Molded 12r3112022 No Yes yea, WA Open Composite Edge Fiberglass Single Door Win Glued Molded Open Sidegbe(s) (Inawhg/Oute-Mrg; XO, OX a OXO configuration-) 16 o. ThemlaTru Fiber-CtesMe and Smooth -Star Nommol S9*V,8 dquotlmpaat&quot Glazed Molded 12131/2022 No Yes Vas WA Open Composite Ease Fiberglass Double Door with Or without Gazed Molded Open Sideldea On-wrglOuuwing, XX or OXXO configurations) 18 p. Theme-Tru Fiber.Clasoc and Smooth-Stor Nominal 0SN3P,8 8quotlmpecEbquot; Opaquo 12M31/' = No Yes Yes WA Composite Edge Rbwgli ss Single Door wdh Mooed Open Sid fi e(s) (Inswngtoutwng: XO, OX or OXO configurations) 17 q Therms-Tru Fiber-CMsNo and Smooth -Star Nominal e&N3?8 gquotlnpaci8quol; Opaque 12010= No Yea Vas WA Comports Edge Rld"lass Double Door wth or 'thou[ Glazed Molded Open SidelBac (InswngrOutswthg; XX a OXXO civifigurstioret) Florida Department of Business & Professional Regulation Per I er, Building Codes and Standards 1�I Product Approval Application Detail till Eow m eat alit AgLawaln lilt 1kQe Vernon gyppgKygar );tg I tedtw a License )tom( y111IaMed aluladW PBC Assigned Apgg7Ra it" RoOsan 2020 POTlmlurrni las JoR.-old M-1-0.da aCCO- CER Msml-Dad. 5000 - VAL 11/16r2020 1 o/Z&2920 111242020 Approrod CoNpay: Exterior Dori (941)480-0100 (7ae) 315-28K Subcategory: 9lMna Edada Door Assembled Jr.-kistporidusMatie Compliance Method: Conitcatial Mork or Lrtlno On' L Quality Assurancer An row d for Use AalNeed for Use bgtgt Raft Rani Pr MrM wawand g r•,,,,r..r&��'au°^nws PrKVHZ ialllO1116= RaW{Mt P-,9 SOD.S570 (L.rge Mohr Impdd) Vtryl eking Brae Door 04114MIl Yes Y.a Yet WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Product Descri tion Approval Number(s) Test Pressures Exp. Date ,Category/SubcategoryilAanufacturer 1. EXTERIOR DOORS IF A. SWINGING Thermalru Fiber -Classic and Smooth -Star (NON -IMPACT) L2046 1.1 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star MPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10t20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25t2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 NIA 5/26t2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192r2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underla ment FL12328 NiA 6/29/2023 PI lass USA, Inc. for Tile Roof POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 1 i i I I I I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Oepa rtment of Business& Professional Regulation Pagel of Building Codes and Standards 10022 Product Approval Application Detail ��.,,...r�i1Yr�II'.14YiJ�Jir'4�rn�pe-•N.enn..�,i,,J,�MFl�i�,.l�`.o.v��ib irate � �Wr• 11� varsic, mgp)Qigtyrei[ Contact Enalneer & IJcense Validated By Validated ,submitted FIX ADDroMM Agatp.Ys4 Omaha Revlslon 2020 Thermo-TW Corporation Steve Jaspereon Lyndon F. Schmidt PE. Ryan J. NJ% P.E. 07I231= 07H2/210) OW2912020 1011312020 Apprwed Clet"aty. Exterior Doors (800) 843.7828 PE-43409 (813) 787ES55 sub0etogory: Swrging Exterior Door Assembles s)uparsonothsmwtru ad Compliance Method: E-Valuation Report from a m Florida Registered Archtocl or a Licensees Fiords ProtNsbnal Engineer a" N Product Motet- Number or Name Product DMcnottea mu11MAUYrM Contract EROtraeon Aga Annm.dfort)0 Oats I outside NVHZ )maiat RealsteM 21= Pressure 1 a. Thetas-Tru Fiber -Classic and Smooth•Stor Nominal 8&N36;8 8quotimpactliquot Opaque 17r3112022 Yen Yes Yee WA Campania Edge Fiberglass Single Door (In-WrgiCksho rig; X configuration) 2 bTheirma-Tru Fiber -Classic and Smooth -Star Nominal 860*8 ttquoOmpad&quot Opaque 12/31/2022 Yes Yes Ves WA Composite Edge Fiberglass Single Door Wth S cielks(s) OroMng)Outswing: XO, OX or OXO 0011 urs9on6) 3 c. Thakme•Tru Flex.Clawlc end Smooth -Star Nom�nal th8N8D;8 &quotimpsoAquot; Opaque 12/31/2022 Yes Yea Yea WA Composite Edge Fiberglass Double Door Wth or wthout SMalltes (IrsvnnglOutsYnrg; XX or OXXO oonfigurabons) 4 d. Ther tri Mi er-Classlc and Smooth -Star Nominal 8&al3S,G 6quot1mpact&qua; Opaque 12010022 Y04 Yes Yes WA Composite Edge Fiberglass alngle Door Onsfting/Outewirlg; X configuration) 5 .. Therms•Tru Fiber -Chas. and Sinniso im, Nominal B&N3a,D Squd;lmp.d&quot Opaque IV31 r2022 Yes Yes Yoe WA Compoena Edge Fiborglase, SnQle Door with Sicklke(s) Orawiny0uteung; 14, OX or OXO configurations) & f Thema-TfU Flbner-Classic and SnwdnStor Nominsl8&NID,O Opaque 17/31 rM2 Yes Yee Y" WA t:Of;ImpsCt&quot Composite Edge Fiberglass Doubts Door v.O or YAthout Sidelitse (IneniryqutsAing: XX or OXXO oshfiguration.) 7 g. TTMrma•Tru Flbw-Crssle and Smooth-bnr Nominal 69#W,,88quotlmpsct8,quot Glazed 12J3lr2022 Yes Yes Yes WA Composite Edge Fiberglass angle Door (Inswingl0utswing; X corizuralion) 8 h. Theirma•Tru Fiber -Classic and Smooth -Star Nominal 680130.8&quotlmpaet&quot Glazed 1MIQ022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) (Ire'ngiouhewng; XO, OX or OXO configurafions) 9 i Thwma-Tru Fibw.Ctemo and Smooth-Strr Nominal6&NX8 &quotlmpact&quot Glazed 12J3112082 Yes Yes Yes WA Composite Edge Fiberglass Oou his Char WOM or without SnerNse (InlWnWQutrMng; XX or OXXO configurations) 10 1 Therms-Tru Fiber -CI We and Smooth -Sur Nominal "#*,,0 agluotlmpad&quo; Glazed 12/3i=22 Yes vs. Yea WA Composts Edge Fiberglass Snglo Door (In"Whs/Oultewing; X configuration) 11 it Thermo-Tru FIW CIMMIc and SmoaAh•Star Nominal aafkno &quotlmpect&quot Glazed I V3112022 Yes Yea YM WA Composite Edge Fiberglass Single Door Wm SidNke(s) Orrwinwoutxwing; NO, OX or OXO configurations) 12 I, Thermat-Tru Fiber-CYssic and Smooth -Star Nominal 8&N39;0 SqucklmpadBiquot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidrilm (ImhmnsiOuwmvg: XX or 02IX0 configurations) 13 m. Them»-Tru Flber.Cr6de and Sn%XM.Rar Nominal UX391:6 aqud;lmpactdquot Opaque 121311= Yes Yes Yes WA Composite Edge Flberglain Single Door wlm aquot4bn-Impert&quo; Sldellto(s) O nsW ngrOu4w rg; X0, OX or OXO configurations) 14 n. Themse-Tru Fiber -Cunt and SMsom.brr Nominal UVWS aquotimpad&quen; Opaque 12m2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door vM aquotNwr-Impaci&quot: SidelRes(InswirglOutasi ng; OXXO configuration) 15 o. Therma-Tru Fiber -Gestic and Smooth -Star Nominal S8AY39;0 fiquotlmpact&qua: Opaque IMI/2022 Yea Yes Yes WA Composite Edge Fibeglan Single Door Wth BquoCNon-Impact&quot S)delite(c onswig/outswng; XO, OX or configurations) to p. Thertm•Tru Roer•Classb and Smooth -bur Nominal8&Nap;D SquaOmpact&quat; Opaque 121812022 Ves Yen Yes WA Composite Edge Fiberglass Double Door with &quotNon•Impad&quot SMelmes (Inamng/(Outowng; OXXO configuration) 17 q. Therms-Tru Fibeir.Crs.. and Smooth.aher Nominal 6&AW,11&quptNon-Impod1qurt, Opaque 120112D2'2 Yes Yos No WA Composh Edge Fiberglass Single Door OnswirgfOutewing; X ocriZursilon) 16 r. Therms-Tru Fiber -Classic, and Smooth Star Nominal 8"US &quct.Non-impaa&quot Opaque 12131f2072 Yes Yes No WA ComPorte Edge Fiberglass Single Door with =Re(a pna'ngloutaWng; XO, OX a OXO rpnfigur000ns) 19 a. Therma-Tru Fiber -Class. and Smoott-Star Nominal 6&N30;8&quot.Non-Impad9quot Opaque 12/31r= Yea Yea No WA Composite Edge Flbeglsss Double Doer Wth or washout SberRes (Imwng/Outpmng; XX or OXXO cwnfiguradons) 20 t Thmrha-Tru Fiber-Classb and &roahSlar Nominal 66N390 &quotNon-Impeo&quot Opaque I V31120Y1 Yes Yea No WA Composte Edge Fiberglaw Single Door (Inawrig/O.M.Wrg; X configuration) 21 u. The ins-Tru Fiber -Class. and Smooth -Star Nominal U41130.0 &quothlon-Impaol8quot Opaque 120/2022 Yw Yes No WA Composite Edge Fiberglass Sngle Door Wth adN'te(s) Ouwinwout5wria XO, OX a OXO cnrdicombona) 22 Y. Therms-Tru Fiber-Claasleand Smooth -Star NOminr8&N38:0&quot;Non Inped&quot Opaque 2022 121311 Yea Y" N. N/A Camsta Edg poe Flearg eats Double Door Willer Without Sidelites (Irtawing/OubaYdng: ))(or OXXO configurations) 23 W. Theirme-Tru Fiber-Clossic and Smooth -Sher Nominal 0&039,e OugLNcn• irrpad&quot; Glazed 12/31/2022 Yes Yes No WA COmpgrta Edpa Fi bwgloss Single Door IntWrlplOutewihp; X oon5puretlon) 24 X Theme-Tru Fiber-Cla ssc and Smooth -Star Nominal 0&N39;8 11,quotNal-Impact8quot Glazed 12131= Yes Yes No WA Composite Etlpe Flhefglasa Stole Door Win Stdrte(.) OnswnglOuroWrg; XO, OX err OXO configurations) 25 y. ThOmn-Tru Fiber-Ossacsnd Smooth -Star Nominal 8&63P8&quothion. Impad&quot Glazed 12131/2022 Yes Yes No WA Composite Edge FIlowglssa Double Door Win or vAthot t SMelit" (InrMng/OubwArg, XX a OXXO configurations) 26 zThermal JN Fiber.ClaWc and Srroom-Ster Nominal SAIGAP&quothlol. ImpeaB,quot Glazed 12/31/2027 Yoe Yes No WA COmpoate Edge Fiberglass Seigle Door (I moh a'Oubwilg. X ocidourstion) 27 za- Thersre Tru Filter Class. end Smooth -Star Nominal 8&1139:0 &qua;Non-Inpaa&quorr Glazed 12131I2022 Yea Yes No WA Composite Edge Fibergloss Single Door with Sdrhe(s) OrwArpiCtshi ng: XO, OXa OXO configuraBons) 28 A. Themes-Tru Fiber -Class. arid Smooth -Star Nominal SUGS;0 liquotNon-impadtiquot Glazed 1201/2022 Yes Yes No WA Composite Edge Fiberglass Double Door WIh or without Sitlelites OrewnglOvtewing; XX or OMO configurations) Florida Dopertmerlt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pout i of 2 1512021 �r5����u�w.� Mv�..''REf"ti�.,.rv�. �����SA:�.��lb6:r t....t��tr,..�-'3•'v��..s->~/rS��i.. �ev.4a�-. .,- 220 INOL.of no eat! Di lttMtODg an mm xuwm tlaomwam P:aalaCt lads" Maw &am= L.Gda m" eaamng ilme RaMarrr, 2020 MI Who&q and Does arms 9finper Luis Roberto Lamas Staten M Mon. PE IP1 S=20 1d0eno20 10119rr020 12n52020 Approved Ca#gW.. Exterior Dana IT17:365-33H PLIS2514 (71 T)317-8454 alnCaogeiy: alldno Exterto Doe Anenlbles bsmhgeggmlwe.can Compliance patios EYaNtllm Repair tan a Mooch Registered Manned a a Licensed Flalch PM.nbntl Engin.w FLelsaSe.Rarredari AUMMdfa Use � � AKAQualityAa2utanrit Product MO M. Numbe a Nos roduct Diastase CAMEO 29*00, RD 1,MWM E Outside HIM Resistant Pressure i SERIES 420ALUMm1UM SGD $ERIE& 420 ALUMINUM SGD OXO 1213112024 No Yn No NIA 145.3146qudxW&.quot: NCh1REINFORCED 2 SERIES 420 ALUMINUM&GO SERIES 420ALUMINUMSOD OX XO. XX 12/31/2024 No V. No WA f)68cNdx80&wd; NON -REINFORCED 3 8ERIE8420 ALUMINUM SW REINFORCED SERIES 420ALUMINUM SGO REINFORCED OXO 121311124 No Y" No NIA 14s3146gedx9a&qua. 4 SERIES 420ALUMINUM OW REINFORCED SERIFS 420 ALUMINUM SOD REINFORCED OX 1M:12024 No Yes No WA XO. XX9%quOt x9S&qud; 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM WO REINFORCED X%X 1201nO24 No Yet NO WA 143&qud:e93&qud. GM 111.111 Version Manufacture R"Mon 2020 Wayne Delon, 2 dvllbn ofOvaheod Door Clwpaarlon Case": Evtwior Doors -taCO.gary: Sectorial Ext" Dow Asso bllee C.mpiienai Method: RVOUSIm Regal fresh. Floods Registered Architect or a Uaos.d Florida Proto.elatr Engineer its! E[➢YLOL(lga!&Jl dwacosine 3 e0001410dtl200 a1105 10 800MID00200N1123 11 80OM100/0200 Ni 124 Florida Department of Sualneee & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs I f 111=1 batLa[ as aria QeaBodoa art to Fiirri.a 6 UcerWyrMM*d By Valkhatild fuliallitil PSC Amroyr Dwayne Kenleh John t 3.1. Ja1Rvy P, Mneam. P E 1011212020 OD21=20 10/2312020 12115M20 Appr"d (330)763.8121 PE-51737 (904)821-52W dkomlri@weyna-da8m c ale Pro.&�lf0atnor Cilrarad slant flan ere MAX Msx wkkh 14030: Man height. Gazing 12/312023 U Aranadlr Y AQUMM.rrtru kmkml g� at NVNE outmcb..HIM RlWMN pressure No Yes Yea •31.00F35.00 s"Ilabr In tap a Ifianledlro sedan 1440179. Man wldin. 148e39: Man hoot. Glsang /201R023 N. Y.s Yes .30.0003.50 .sellable In tap orinNmmdiste sad.n. I39M Max wain. 146e39: MaX hoots. Glacing 1213112023 No Ya Yes •S4.4006.30 avauws in tap a htsmisdrte sectors. Florida Department of Busiless & Profeenlonal Regulation Fags 1 is I Building Codas and Standards Init"21 Product Approval Application Detail- - ^aRI r r(' _. .oEtYA".t�t.�.. _. �,. ,, .., c.a2s.,,, & ?u,:ve . .._.� ,.� a - .,- .. ... r^., ... 1,.'ty,.`- Oft amYr a aY! go � Dr. Panano am jtga IKM B ad Mdneer&Clone Troggain ggg )ialmm FaC Amrexr Aglaraestl shale, Reusitn 2020 Curdee DIVMW Of AADG. Ina. Tan Rattsy UL LLC Troy abnoD. P.E. 12n1X1020 12.01r2o20 1221/2020 Acaovetl Caogay: FA6ner Doors r641)494-2013 (954)947% atMCatogOry: Exterior Door Components ttm.ralteyQeeMahlq.co Conpllancs $Whoa Cofiscation Me1k OrLmrg ^' Prmalrash. wmowsum. Quality Assurance AnYseofforUss Aggravate fa tar (Militia20= La! Podual , S�IurdFaalMllaraait inKVKi aullltlL= anion P,,-, 1 807, 707, R7, 747, 747, 177r, ens 547 drab eon Fix aad Fluids, Issued, and Lowered single and pairs Or 12137/2025 Y. Yen Yes WA Doan, Issues, Fatal deal-. Florida Department of Business & Professional Regulation Page I or2 Building Codas and Standards 5202+ 6 Product Approval Application Detall !ri4iF. I»1' w '*C16C'Ikn7fi 4A S%i'd'n-�-.'�.''i-'IN M tasV'.s&J7/", .,�.,4. codE •, •. t9 ell- Debt dancing 904 Mile. V"- M.nutecwrr Conrad Lppbrp bylggpes )(fIWtlW..n. wa id9w alamag Ew amow dpg(gytg tlftMa Reuteldn 2020 MI Wlndlws and Deese &ml8ltllrga American Architectural Stew W Undi. PE 11/17/2D20 I IA712020 11127/2020 Appf-od Celogory:YNndows (?I T)365.3300 Mismiaclur-A-dat.n t717)311.3454 "Kidogoryc angle Hung hstlnaarQydwd,eoth Cemellaiee Method: Cpetcatlon k%A Of using )ye AMIgav s Aiahxed for tide A,,, d for it kwM 210L JIM hlKaxt Mod&L MaMww Nmme $ Yn HVHZ ♦ ,V M Redd [ EQIWO, 2 165 8H 52X72 Fin,Flengo Frame IGISG Single Hung 10/082023 No Yes No •60/46 L.minr.d Gres -6-4 N CD _c_- Cn }a L O O CIO AO CL cn -a o o ZD � CU 0 / LJ,- L 6 L CU Cn Q Z Z W J � a w O y an an G Ar.�N N 40 47 4.. Vl .p N Z N O rdi N ]C d dam-, C 3 M a0 2 V GI d c CM � E s0 C3 0 'ellseetell W CID 0 L 0 CL Q L U O L� W ,U CL O L W� Z Z J Z Q J SHEET N0, PA 1.0 •+r L Florida Department of Business $ Professional Reputation Page a9 Florida Department of Business 8 Professional Regulation Pe9a i a1 Florida Department d Business 8 Professional Regulation wa.1 a1 Florida [3apedmertt d Business 8 Professional _ U Q Q 0 C C EL . U �/� g�� CU U) T� 0 O Or� W ir. i O C L _ '^ O •=+ O ♦� Q R9 "' tN v > w =6 t G to to N cci 61 VA t0 on eV 4 e' OP N F' O y tr 3 Y C H EC z% O v iOarr 8 W O ii_ o Q O L V, 0 aedeea O L W� Q z J Z Q J a SHEET NO. PA 1. 1 Regulation Pepe 1 aT Building Codes and Standards lfzaf2oz2 Building Cerise and Standards t5rm2, Bulldog Codas and b4ndarcb +a+2D21 Bullring Codas and Standards I+enos+ Product Approval Application befall %odlJd Approval Application Deft Product Approval Application retell Produ DfpErOrtrx � Bw,t+fa 6 vloiEalrttet fbQ�rYgl Ibla, dt Florida Dep+rarterx rf B„IInaEE i�llEnWl P■aa1 d, Bubinp Codes and 801nda►df MaAata Building tbdaf and Standards anloam BUldtrp COdN aald SW IdlFdtr Pnmm+ BYlalnp [irdfe and &EndEM1 en4� Prrdllet ApIpPWaI AppligpE,I DfbR RIrdUCt ApprorEl Atll1110E01En Of WI PPppYOt AppPpvEl ApplkElbn DEOIi P N U O � a_ L- W d O O O O O O W O O Q) i i � d �- �C !� N N 1L 1 w '*a N 9 W O O -Im>e G r- C Q " a ah o m � N t0 O N,� !V L N C14 fC N N E r c Ow u a 3 co 3 '- y of sa u at •� c a a� pl E c !6 C7 !Z V CD w cn E z cn cn co ICU � L 0 CL O L cu U m Q o L W� z J z J SHEET NO. PA 1.2 Florida ofpEym,ant of eultxsE a PlofaalonEl Rspul.tta, Fy■, da Florida DepE,a,Iaa of Buel,rrw a PlotalloltEl s+.la+� F.P., d, Florida rCL o CL am" NAM D CJ fi Simpson Strong -Tie 2020 FBC Approved Products Simp Updated 12l30l2020 • Simpson Strong -Tie 2020 FBC Approved Products Updated 1213(N2020 • Simpson Strong -Tie 2020 FBC Approved Products t, �tpe, 20 D � • Simpson Strong -Tie 2020 FBC Approved Products rsorzo Updated ,2 zo For direct NnK3 to all SET approvMa dated blow; CLICK HERE For direst Inks 10ail EST approvals Noted Show, CLICK HERE For direct Inks to all 33T approvals Iatpd belay, CLICK HERE. For direct Inks to all SST apprwgp sated below, CLICK MERE For additional Information regarding Florida's Statewide Product Approval System and Msml-Dade County Nonce d Acceptance (NOA), CUCK HERB. For additional Information regarding Florida's BUtewltlp Product Approval System end Mem-Dade County Notice or Acceptance (NOA), LUCK HBRB. For adtl[kxral Information regarding Flalea's Statewide Product Approval System and Maori -Dade County Notice d Acceptance (NOA). r_Uir_K HERE Pa additional imamadm r•gudhg Florida's Statewide Product Approval System and MSM-0eee Canty Notice a Acceptance (NOA). C Cam! Gljg. FLl/235S-R7 FLM1tLi46-R6 FL#f 0456-R5 11 HUS, HUSC sense hangars Face -mount hangers available In widths ranging from 1.518" to 3 9/18"and heights ranging from 45118" f0 11". Concealed flange ,� Produ��drl. Number or Names Produ�y,�,� , JQ�g J atJp�lon Sea x P�du��del. Num�r or Names Product f�;jpj(Ign �j� p�du���l. Number or Names �du����lon version (FIUSC) available for modek having width equal to or 1 Titan Sinless Steel Concrete &Masonry Screw (ITN -SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, B7H Brick Ties greater than 3-9/18" 2 APA21; APA4, APAB, APVA21. APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIB Coiled Shape 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-718" in 3• 3 AP844: APB44R, APV866, AP868R, AP888, AP888R, AP81010, AP81010R, APVB44, Outdoor Accents Post Bases 3 C514, CS18, CS18, CS20, C522 Coiled Straps 518"and heights ranging from 9-114" to 18". FL#95Hta-R6 APV844R, APVB66; APV888R, APVBBB, APVBBBR, APV61010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.B3-SDS, LGU5.25SD3 Face -mount hangars 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJ72R-8, APVDJT2-0, APVDJT2R•4, APVDJT2.8, Outdoor Accents Deck Jost Ties 5 CT5218 CompressbntTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangars � Product Model. Number of Name Q(�duM Description APVDJT2R-0 B DSP, SSP, TSP Sad to Plate tie 15 LUC28Z, LU02107 Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 AP H4B APHH46R.APHH610 APHH610R H Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z: H18, H18S, H18-2, H18-2S Hurricane Tiec 18 LUS aeries hangers Face -mount hangers available in widths ranging from 1-8116" to 4- 2 SD9112, S08212, SDI 0112, SDI 0212 Strong•Diive SD Connector Screw 8 APL4, APLB, APT4; APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents Land TBeam-to-Colurm Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedawn 5/8"and heights ranging from 3" to 10-15/18" 3 SDB112SS, SD9212SS Strong -Drive SD Connector SS Screw 1 APLH24, APLH24R, APt.H28, APLH28R, APLH210, APLH210R Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MGU3.r33-SDS, MGU5.25-SDS, MGU5.50-SDS, MGt�,,.82-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, 5DCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP 7imber•CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2•SD51.5, HS52.2-5DS3, HSS2.3-BOS3, HS64-BOS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available to widths ranging from 1.9118" Nor 5- 5DCF221134, SOCF221334, SQCF279fIS8, SDCF272358 9 C8T22, CBT4Z Concealed Beam Ties 11 HST2, HST3. HSTS, HSTB Straight Straps 118"and heights renging from 8-15118" to 18-11T. 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP2285$; SDCP22912. Strong -Drive SDCP Timber-CP Screw 90 CJT3Z, CJT42, CJT5Z, CJTBZ Concealed Joint Ties 12 HTS76, HTS20, HT524, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDC P271400 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ HTS020K1Z Heavy Twist Strap 20 9UR, SUL, SURC. SULG series hangars Skewed face -mount hangers available In widths ranging from 1- 8 SDHR27400, SDHR27814, SDHR31400, SDHR31814 Strang•DrNa SDHR Combo lead Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 8/18" to 3-9/18" and heights ranging from 3.1H g'to 13-3/4". 7 SD526112, 6DS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Ores SDS Heavy -Duty Connector Screw 13 FC4; FCB Framing Clips 15 LSTAB, LSTA12. LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight straps Concealed flange version (SURC, SULC) available for all double SOS25500 SDS2580D, SDS258r70 N acute flange is N N 0 L Q� Q co TOE 0 V c � -co to O O O O W O LL .� O Q �. (� �F- fri Ic N o to o N o A ACE = CO x N O �- y CV t N Co to 4 ry 1 3 s w c ie ar � _ u = � d c Gn eo V1 d- c E Cc o 0 W O L. O U O L V/�I �V V m O L� W Q W Z Z Q J a SHEET NO. PA 1.3 concealed. 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Str rCIO y DescriptiCIO on ICU MIAMMQAI]E 39A311-DADS COUNTY +� PRODIiCTCO-NUOL SECTION 1 Psft3 SW 26 saeK Room 308 DEPART33ENT OF RECMLATORT ANTI ECONCARC RESOURCES (RER) Minn. Florid. 33173-2474 BOARD AND CODE A03d MSTR ATIONDIVISION T (786) 315-2M F (7W 315-250 NOTICE OF ACCEPTANCE (NOA) PGTlndastries, Inc. 1070 Technology Drive, '_north Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cotstnrctiontuaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used m Kum Dade Q1mty and o6er area swhere allctw-eil bythe Authority Haug Jusisdiiictica (AHI). This NOA shall not be valid after the expration date statedbelow. The Miami: Dade County Product Control Seeim (In Miami Dade County) andtorthe AHJ (in areas odier than Miami Dade County) reserve the right to have this product or material tested for quality assuranceputposes. if this product or nuierial fails to petform.in the accepted manner, the marmiacturer will incur the expense of such testing and the AH7may immediatelyrevoke, mo dify. o r suspend the use of such product or material within their jurisdiction. RER reserves: the right to revoke this acceptance, if it is determined byMiami-Dade County Product Control Section that this product or material fails to meet fire reqummeats of the applicable building code_ This product is approved as described herein and has been designed to comply with the Florida Budding Code_ incku ing the I ig h Velocity Hurricane .Zone. DESCRIPTION: Series "5570J2 770" Vinyl Sig Glass Door (Reinforced) w/ o 900 & 13- 0 corners-L-MI. APPROi .0 DOC%.ai N"r. Drawing No. MD-g;70.0 Res- B, titled " %7inyl Sliding Glass Door NOA (LA", sheet I through 21 of21, prepared bymanibmurr, dated 10/05,°15 and last revised on 02/011-71, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County -Product Control Revision stamp with the Notice of Acceptance nua$ser and expiration date by the Miami -Dade Court Product Control Section MISSME LtIrtPACT RATLNG: Large and Small Nksile impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet 1) for applicable SGD unit sinm design pressures, reinforcements types. glass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sweets requirements in 11 thou 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrovms coated (Painted or laminated) white Rigid PVC to be labeled per refbnencedNOA'srequiremeats. 3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval. to be reviewed by Building official LABELING: Each unit shall bear a pemranert label with the nu►tmiacturees name or logo. city. state and series aid following statenww: 'Mami Dade County Product Contral Approved", noted herein. RKNEW AL of this NOA shall be considered after a rewmil application has been filed and there has bee nuo change in the applicable building codenegatively affecting the petfoxmance ofthis product_ TERMINATION of this NOA well occur after the expiration date or if theme has been a revision or change in the materials, use, an&or mamdwture of the product or process. Misuse of this NOA as an endon ement of any product, for sales. advertising or any odwrputposes shall automakc ally terannate this NOA. Failure to comply with any section of this NOA shall be cause for termination andremo-, al ofNQA. ADVERTLSEME-N-T: The NOA number precededby the words Miami Dade County: Florida, and followed by the expiration date maybe displayed in adimrksmg literature. If anypottion of the NOAis displayed. then it shall be done in its entirety. LNSPECTION: A copyof this entire NOA shall beprovided to the user by dre manvfactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renevm NOA 920-0419.05 and consists of thispage 1 and evidewepages E-1. E-2, E-3, E-4. E-5 & E-6 as well as approval document mentioned abonv_ The sub uitted documentation was reviewed by Idwil L Cbands, PE. N'OA April 14, 026 M11M i Expiration Datec April ld, 2016 Approval Date.Marck 15, 20:1 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMtiTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 RerB. titled "Vinyl Sliding Glass Door NOA W'. sheets 1 through 21 of 21, prepared by manufacturer dated I O.105+15 and last revised on 04,22,20, signed and sealed by A- Lynn Miller, P.E. B. TESTS 1. Test reports ow 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. repneseatative unfits listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory, Inc_. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (mlil 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ali= Outswing Casement window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Alun nnum. Fixed Window (unit 10 in proposal) dated 07113f20, all signed and sealed by Idalmis Ortega. P.E. C. CALCULATIONS 1. Anchor verification calculationis and structural analysis, complying with FBC 71 Edition (2020). dated 04/22,120, prepared by mamrfachm- signer and sealed by AnthonyLy=10er, RE_ 2. Glazing complies with ASTM E 1300-04, -09" -12 and -16. D. Qi? ALMI ' ASStMANCE Miann-Dade Depanmeat of Regulatory mid Economic Resources (RER). E. MATERIAL CERTInCATIONS 1. Notice of Acceptance No. 19-OW- .02 issued to Kuraray America, Inc. for tb cir "Trosifol3V Ultrackar, Clear, and Color PVB Glass Interlavers"_ expiring on 07,'08r?4_ 2. Notice of Acceptance No.17-0805.02 issued to Kuraray America, Inc. for their "S@nftTGhs (Clear and White) Glass Interlavevs ', expiring on 07104) 3. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09i3024. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades ('.pion -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 12 —9,r21. ,. x lahsq L Chards, P.E. Product Control Unit Supervi.or NOA No. :1-0205.03 Expiration Data: -April 14, 2026 Approval Date: Burch Ut, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPTANCE,- EAZDENCE SUBMMTED 1. Evidence submitted under previous .XOA A. DRA'%TM1 GS 1 _ Manufactunes die drawings and sections. (Srlbmilted render ?VOA ?1 o. 11-0107. 04) 2_ Drawing No. MD-5570.0, titled "Vinnyl Sliding Glass Door NOA {LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated l&05115, with revision A dated OV0537, signed and sealed by A. Lynn Miller, P.E. B. TESTS I _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with matloed-up drawings and installation diagram of vinyl shoring glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL $717, dated 1107115. signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02115/16 and 02.24116) Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94_ 4) Large Missile Impart Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marlmdup drawings and installation diagram ofv riyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated I I M6115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 01e0436 and 0211112016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -imp drawmigs andinstallatiou diagram ofvinyl shding glass door prepared by Fenestration Testing Lab, Inc., Test Report No. FTL SM7, dated 12WI5, signed and sealed by Idatmis Ortega, P. E. (Test report mised on 02/1546) 4. Test rep ni on 1) AirInfiltration Test. per FBC, TAS 2(Y2-94 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Lange Nmle ImW Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with matked-up drawings and installation diagram of vinyl sliding glass door: prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8548_ dated 12104,45, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01iW16 and 02/1.1116). •r lAa q L Chanala, P.E. Product Control L-:ait supervisor NflA No. 21-020.9.03 Expiration Dal: April 14, 2026 Approval Date: Alareh 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanm Part Super Spacer „Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-W hr.-ft -°F, ASTM F 1249 U11.r'TA Pass, ASTM D3985 Oxygen -Pam AS71M E 2190 I.G_ Durability -No Fog Pass. (Ssbmitled under preolous -NIOA ?1'o.1."409.05) 6. Quaueam Part Dursseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -in' hr: ft =°F. ASTM F 1249 WVTR Pass, ASTM D 1434 Argon P oe-Pass, ASIM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Developnient 20eF in 48 hrs. (Subnr &kd under AWA Xo. I5-0409.05). 7, Vision Extrusions, Ltd_ Parts com plyiing with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Pwgrara. (Submwed under NOA X6.15- 0409.05) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 30343_ ('Subm fit`ed tinder NO 4 No. 15-0-469 05) 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chknide (PVC) Exterior Profiles for Vision Extrusions, Ltd.VEX-1 by AAMA Fenestration Exterior Profile Certif t_ation Program 10_ Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their `Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02,04/21. 11_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution., USA, Inc. for their series -Vi ite Rigid PVC Exterior Extrusions for Windows and Doors''. cq)rang on 02,'-?8/21 1.2. Noticeof Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated Ultite, Rigid PVC Exterior Extrusions for Windows and Doors"', expiring on 04/16.25_ F. STATEMENTS 1. Statement letter of conformance to FBC 71b Edition (2020), dates! 0411120. issued by manufacturer, signed and sealed by Anthony Lyra Miller. P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer, dated 04/18.20, signed and sealed by Anthony Lynn Milkr, P.E. 3. Private Labeling. Agreement document between PGT, dated 0330115 and signed by all involved pasties G. OTHERS 1. This NOA revises N OA.# 17-0420.06 (PVT w/C:GI) and updates to FBC2020 ('7* Edition), expiring 04021;21 _ 2. RER Test proposals #19-1155 dated 01/10120 approved by Ishaq I_ C'haada, P:E, expiring 04114,21 _ E -S ishnq L Chaads, P.E. Product Contra] Unit Supervisor NOA NO. 21-020$:03 Expiration Date: April l4,20.'6 Approval Da to r March 1-4, 2021 PGT Industries,1w. NOTICE OF AC:CEPTAINCE: EN'IDETCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Umfrnm Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Foxed Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11,V6J15, signed and sealed by Idalmis Ortega, P. E_ (Test repent revised on 12104115 and 024 L(16) 6. Test report on. 1) Air Infift ation Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along vnthmarkedup drawings and installation diagrams of vinyl sliding ,glass door- prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8552, dated I IN115, signed and sealed by Idalnmis Ortega, P. E. (Test report revised on 024 2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Immpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked up drawingsand installation diagram of vinyl sliding glass door, pawed by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11 /19110, signed and sealed by Jorge A. Canso. P. E. fSubmNed rmderl'NO-4 Alo.11- 0107. 04) 8 Test report on 1) Air Infiltration Test, per FBC. TAS 242-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile InVact Test per FBC, TAS 201-94 5) Cyclic Wind Preswe Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC. TAS 20244 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No-FTL 6337 (samples A-1 thrtl A-5), dated 12106?10, signed and sealed by Jorge A. Catlso, P. E. (Submitted under XO.4 h'o.11- 010? 09) C. CALCULATIONS t _ Anchor verification calculations and structural analysis, complying with FBC-2014, prepared. by PGT, dated 12,109115and last rct„rised on 01-115116, signed and sealed by Anthony Miller, P.E. (SubsibTed under,'4O.4 Ne.151210.01). 2. Glazing cooties with ASTME-1300-09. 1 Ishaq L Chands, P.E. Product Control Unit Supervisor NOA No. 21-0205.43 Expiration Date: April 14, 2026 Approvsl Date: Xfireh :6, 2021 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAWTNGS 1. Drawing No. MID-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets I through.? 1 of 21, prepared by manufacturer, dated 10,'05115 and last revised on 02r0112 L signed and sealed by A_ Lynn Millet, P.E. Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None. C. CALCULATIONS 1_ None. D. QUALITY- ASSUIL4,.NCE 1. -Dade Department of Regulatory and Economic Resources (RER). E. MATERLAL CERTIFICATIONS I_ Notice. of Acceptance No.19-0305.02 issued toKararay America, Inc. for their "Trosifai%- Untr•aclear, Clear, and Color P`'B Glass Interlayers-, expiring on 07V& 24_ 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SeutryGlast (Clear and A ite) Glass lnted1averss', expiring on 07104123. 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) M'hite Rigid PVC Exterior Extrusions for '1'1'indows and Doors", expiring on 09130124. 4. Notice ofAcceptanm No.18-1106.11 issued to Vision Extrusions Limited for the series "VE 1000 Tan 202 and lighter shades (bran-M hike) Rigid Cellular P17C Exterior Extrusions for Windows and Doors", exiting on 122912 L F. STATEMENTS 1_ Statement letter of conformance to FBC 7i0 Edition (2020), dated 02101,21, issued by manufacturer, signed and sealed by Anthony Lynn Miller. RE. 2. Private Labeling Agreement dated 0110&+21 between PGT Industries, Inc. and CGI Windows and Dooms Inc., signed by Dean M. Ruadc, P.E., V.P. Engineering. on behalf of bothcoies_ G. OTHERS 1_ This NOA m ises & renews NOA# 20-0429.05 (PLA wlCGI), expiring WlV26. 2. Tine current associated PL.4 CGI file #21-0205.01, expiring 04/14,26. E -6 I �t.7 f . L/ 4'tn_'L lshaq L Chanda. P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiratioa Dads: April14,2026 Approval Date: M arel< 29, 202I PGT Industries, Inc. NOTICE OF: �iCCEPTAINCE: EVIDENCE SUBMITTED D. QUALITY ASSUK4,NCE 1. Miami Dade Department of Regulatory and Economic Resourcces (RER)_ E. MATERIAL CERTIFICATIONS 1 _ Notice of Acceptance No.15-0528.14 isstaed to Vision Extrusion Limited for their `lite Rigid PVC Exterior Extrusions for Windows and Doors". dated 08/ 13i15. expiring on. 0930119. 2. Notice of Acceptance No.16- 4920.08 issued to Vision Extra limited for their *YE 1000 Tan 202 and lighter Shades (N4on-White) Rigid PVC Exterior Extrusions for Tirindows and Doors", dated 120116. expiring on. 12129.21_ 3_ Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) i1'frite Rigid PVC Exterior Extrusions for W-mdows and Doors". dated 0&'13115. expiring on 0930,0. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non-R'hite) Rigid PA'C Exterior Extrusions for W, indows and Doors" dated 0935116, expiring on 02104121. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc, for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Do(ws" dated 0935116, expiring on 04/16/20. 6. Notice of Acceptance No_ 1"712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their ` N% lmite Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/10117. expiring on 02)2&18. 7_ Test reports No(s). 10-002492(A), 10406-MO527, 535753-09. per ASTME-84. ASTN D 1929 and ASTMD-63 5. issued by EXOVA to V ision Extrusion for cellulosic composite amaterial. (Submitted render AAA Vo.11-0107 04) 8_ Notice of Acceptance No. 14-0916. 11 issued. to Kuraray America., Inc. for their "Sean,%Glas+B (Clear and White) Int+erlati-ee. expiring on 07,04118. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc_ for their -.Trosifolt Ulmackar, Clear and Color PUB Interlarer"% expiring on 07039. F. STATEMENTS 1. Statetimermt letter ofconformance with FBC-5* Edition (2014) and FBC-60Edition (2017� issued by manufacturer, dated 0&114117, signed & sealed by Lynn Miller, P..E_ 2_ Statement letter of no financial interest. dated 04/18/17. issued by manufacturer, signed & senled by Lynn Miller P.E_ 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No.17-0387. dated 09D5117, signed by Ishaq Chanda. P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "557012770" N,'inyl Sliding Glass. Door (Reinforced) - L.M.L", expiring on 04'14'-21 E -3 Ishaq L Chands, P.E. Product Control Unit Saperviser NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 N Cn —Cu O t` a Q � O 0 C .� CU U -p — Cn .O ja CO C O 21 O U_ . � -0 Cn E O Q CU Q W J 017 0 N c 4 era e� 0 ,a �= M Q C W W " 0o ,o sic A O Q .d+NY a, er ; cc .°' 41, m d G C rj C .2 9+ N Q.� C IO O fa 4D 0 Cn (D E N z CU O t` O CL < U O L �J U co M < O L � w 2 i Z � Z Q J a SHEET NO. PA 1.4 August 10, MIAMaOADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/ecanomv Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, .Florida 33584 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details" sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated Much 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6"" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6 "" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both pp g g g through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.136, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCUULATIONS 1. None. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE D fails to meet the requirements of the applicable building code. .Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1, Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6 & 12 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS r's prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled B. TESTS 1. None. LABELING: Each lintel shall bear a permanent label with the manufacturename or logo and the Miami -Dade "Cast -Crete 4 ", 61" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 14, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any D. QUALITY ASSURANCE 1. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance rice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. eimy A. Makar, P.E.,M.S.elmy A. Makar, ! •y , M. P.E. M.S. "' elm A. Maker, P.E. M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor ProcTuct Control Section Supervisor Product Control Section Supervisor �r N NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 MIAMwDaDE /7 ' �� ✓!✓ Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 o� Zo�i'o2a � Pagel E-1 E-2 E-3 N N L _ O U N Q O O .0) tTS U to 0 C C 0 Q O tD U_ O .CQ Z7 CU 1 O CU O s_ Q F— m C cry Q a z z W J a N � a y o N cc Cep -p X Q LA - =a Cc 0 N t W !V d E c u a > = P O O � N a. O Q V OC3 .F Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code,, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 0611.1120, signed & sealed by Craig Parrino, P. E. 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of > Q„ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4 ", 6" ,& 12 " Lintel Safe Load Tables", sheets 1 O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �� -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. B. TESTS 2 1. None. C. CALCULATIONS 1. None. M D. QUALITY ASSURANCE m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). =3 Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER iL 1. Article of Conversion far a name change. O CU L� w M C ¢ (3)m e y A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 tl E-4 E-5 August 10, SHEET N0. PA 1.5 f,:L EC_O INC- TiLLIT TESTING A ENGINEERING COMPANY WATTTTR A. TTLLPr, At., P.B. 01lecoysol.COT1l IL P.Y. LWwue,A.""'T n C A. Li—M,. OW6719 PRODUCT EVALUATION REPORT REPORT NO.: 20-072t1.o1 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prolaatlon Products LLC. 4800 S.W. 61 Street Davie, Fbrida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafer A. Tillit, Jr., P.L. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method 1 D of the Florida Department of Business and Professional Regulatlon. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Bulkling Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTEM 2.1. PRODUCT EVALUATION DOCUMENT WILD-): Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by T1Raw, Ino.; signed and sealed by Wafter A. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral parts, , Is Evaluation Report. ##%001R A, ittt� ��P '�10ENs� . --_i--. = No. 44167 ','1,,rr,*. .* * 6355 N.W. 36th Street, Suite 305, MlltErli, Florida 13166 - Phone. (305) 871.153 I . K�t18I 1 ' INIUIIi"i" Gam, � BRINGS) I STORM PANEL SHOWN ON iN15 PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIFIED FOR COMPLIANCE IN AN ACCORDCE WON ONE 7020 (7A EDITION) OF THE FLMIM BUKOMG CODE DESIGN WIND LOADS SHIAL BE DETERMINED AS PER SECTION fMOr THE ABOVE MENTIONED COOS. FOR A WIND SPEED AS REpUNILO BF THE JURISDICTION WHERE THESE SNUFFERS Witt BE INSTALLED AND FORA DKF67IONAL17YFACTOR KO.0.85 UAING ASCE /-16 AND SNW.L NOT EXCEED THE MAXIMUM (AS.D) PRESSURE PAID" INDICATED CBI 7 1 14 IS Ie 79 A 20. OESICN SHEETS 1/MTU I. IN ORDER 70 VIONI'T THE ABOVE CONDITION. RAT IAR. DESIGN WINO LOADS DETERMINED PEA ASCE 1-16 1DA N M 6 R SHALL D F RST REDUCED s D OL1T0 M LOADS WW MU OICATED ONES SHEETS 0 ORDER )0 COMPARE TIYSE W/ MAAIt ASAj DESIGN PIESSIIM MTMK:Y INDIGTW ON slEkTS 7 11NRU 17. 14, 13, 1e. 19 A 20 IN ORDER 70 YENIFT TINS ANCHORS ON THIS PLO AS TESTED WERE NOT OMEN STRESSED. A 43% INCR,M R ALLONT IS STRESS TOR WINO LOADS WAS UM USED IN THEW ANALYSIS. FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH ND.S. 2018. STORY PANEL'S AEOIIA.'Y FOR IMPACT AND WIND RESISIANCE R45 BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 O ME ABOVE MENTIONED CODE AS PER HURRICANE (100EERIQ A TESTING INC REPORTS 96-069, 96-570 A 9e-T30 AND FEWSTAION TESOG LAS WC, W$OW 5 12032 a r2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 AS rFU AS AMERCAN TEST LAB Or SOUTH FLORIDAREPORT #MIV.0T-09, AS PER TAS 201, TAS 207 AND TAS 703 STANOMDS, 2 ALL ALUMINUM EATPUSIONB YO eC 6063-16 ALLOY AFD TEMPER (UNLESS OMEA"SE NOTED) YJ SHEE' 2 1 ALL ALUMINUM SHErT METAL USED Al CLOSURES SHALL HAVE 3105-014 ALLOY A ALL STEEL SHEET METAL PANELS 94AU HAVE SrRMTURA OIAUFT STECL. ASTV A-653 GRACE 50 WIRMLKA, G-M GALVANIZED STEEL DESIGNATION W/FY- 60.3 9w (AFTER ROLLED) 5 ALL SGEWS TO BE STAINLESS STEEL. 304 OR 118 AISI SERIES OR CORROSION RE51$TAM COATED CARBON STEEL AS PER STR TN Y L DIN ION 2 W 50 w YIE3D Eric AND 90 A41 TENSt[ STR[TATN A SII/LL COMB w GRIM BUKOMI(. COOS SECTION 24II 3.3.4. / L 8 BELTS TO BE ASTM A-307 CALVA M STEEL. 0R AISI 304 WKS 51ANUISS STEEL- WITH M WTI 0141MUM MELD STRENGTH T AN3+ORS TO WALL FNRl. BE AS FOLLOWS' (A) SO..LXIVM_PQVMD. E - 114.6 TAPCON ANCHORS AS MtNMACnJRW BT I r,r OuLDESX. the (MIn r..3192 Pa, ) - 1/4" . 4 7/6` CALS-M AK%H00I AS MANVF'ALTUITEO BY DEWN.T INC. (MR. I' -3000 Pc,.) I-1/4.0 4 )/4' SOLO -SET ANCHORS, AS OISTRWt[D BY ALL PONT SCREW, BOLL A SPECIALTY CO. (Mn rc 3000 pX.L) 114-10 PANELMAR rEMME O a PANILIATE PLUS ANCHORS, AS MAR)FACTURED BY ELC0 CONSTRUCION PROD1C15 (MN. rP-3330 PA.,) - 1/4'6 CF TAP-GRW ATK.HORS, AS MANUFACTURED BY IRO -FAST CORPORATION (Yc-3800 ii,sj) A.1) MNRUM EMBEDMENT OF TAPCON ANCHORS IWO PQJRCD COMIC M SHALL BE I S/4': 1' FOR PANELVATE FEMME a AIO PWO&ALTE PLUS AM 1 1/4- FOR a TAP-ONXP ANCHORS. A2) CALK-R A SOLID -SC ANGgR9 SWAT M MKLM EO F/8' INTO THE POURED C(NICREFE NO EMBEOMEM INTO STUCCO SHALL BE PERMITTED. 1/4. 9-20 SCREWS USED SHAN.L GE I 1/2' LONG MINIMUM SHOULD STUCrD EXIST. ro I' MMNLN FOR WALLS WTI NO STUCCO. AW MAY OF HEADED SX.TEIIS OR ALL rMRAD[D SCW45 W/O ,EAD. VA WITH WON. NM A3; R CASL THAT PRECAST STONE. ►RfCASI CONCRETE PANEL$ PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON Ni EXISTING WALL OR nOW. WHOM SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEANO SUCH PAWLS ANCNCRACE SPILL SE AS MEN"OWD IN A 1) AND M A2). (8) TD FX1SrR6. neNMFrt B,QQJ JiB%U_.ASTN.t:SO - 1/4. O TAICON ANCHORS AS MANUFACIUEED W I, 1 W VALOFX. INC - ,/4' 6 , 7/9' CALK -Lit ANCHORS, AS NANVFACTLRED Or DCRAL7 INC. (MIN. ec-1500 PA � ) - 1/4.6 A 3/.' SOLID -SET ANCHORS, AS DWftWTM BY ALL POINT SCREW, 00it A SPECIALTY CO. (MN Fc.taoo P.J.) - 014-10 PANELMAIE FEMAF IO AND PAN'LMAtE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (YM 1'e-2071 it") W I /4' 6 CF TM -GRIP ANCHORS, AS M#4WACTURFO NYrRV-FAS7 CORPORATION � 1 BA) MINIMUM EMBECIM M tit TAPCON ANCHORS, ELCD PANELMATTS AND CF TAP-CUNP ANCHOR. Rio f]tc P*` BLOCK UNIT GAL} BE 1 1/.' 921 CALK-R A SOLID -SET ANCHORS SHALL BE EMBEDDED I/V INTO THE CONCRETE SOCK UNTO NON INTO STUCCO WALL SE PEANKTTED 1/4' 0-20 SCSEWS USED SHALL eE 1 I/2'• LONG MINIMUMo EXIST, AND C' WNOMM, FOR WALLS WITH NO STUCCO. I-q, I PUM11ICT EVALUATION BEPOIET,_NO_20.Q72�A1 2 2,2. TES R PORTS; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-609 dated 08/09/1998, #98-570 dated 0911811996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. 2.33. 87 UCTURAL ENGINEERING CALCULATIONS On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with sectlon 1616 of the Florida Building Code, Calculations prepared by Tiheco, Inc., dated 11/03/08 and 03112/15, Signed and seated by Walter A. Tillit, Jr_, P.E. 3. MISSILE IMPACT RESIBTANC : Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. C WND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 115,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on shoots 8, 9, 10, 11, 14, 15, 17. 18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14. 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. IA,IIAH 411111N1", T!rya Z -. ,',a�-`Q,EN '•.?N, : 2,4 i4;i�, 1r ') e= I S?ATE OF :'� Q.c'•• FIORIO`..: 4� 4 HhSONA� 1F0# 83) W CASE THAT PRECAST STONE. Oft PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARD! SE FOUNO ON THE COSTING WALL, ANCHORS SHALL BE LONG DFOUGA TO REACH THE MAR STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAD BE AS MENTIONED IN lit) AND IN 11.2). CC) M_COMENG IM I, ffiPL4fLQFIC_N'r084IIY-.y_r 0.55 MN-, - 1/4-0 IAPCON ANCHORS, AS MANIFACTURED BY I.r W. BUILDEX. INC - 014-10 PAMOAIATE FEMME to PAMLNA1t PLUS ANCHORS. AS MANUTACNREO BY EICO CONSTRUCTION PRODUCTS - 1/4.0 LAG SCREWS PER ND.S - 7 166 T S 8 W000 BUSHING. AS OISmIBU [O BF ALL POINT 5t'RFW T a !Y / / &TL SP6GW. CO C f) MINIMUM TI.RCi1DEU PENLIRATIDN INTO "M O TAPCON ANCHORS SHALL HE t 1/2' AND 2• FOR ELCD PAfELMAn PLUS AND PANEIAAL[ FEMALE 10. C.2) MRRMIM THREADED ADORATION O LAC SI2REW, INTO THt WOOD rAMMC INF' SHALL BE ' 1/2- NO IMBi1OW PENETRATION INTO STUCCO SHAM- BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION C 3) MNWUM EDGE DISTANCE OF LAG SCREWS. MTO WOOD SHWL BE AS RDICATCD IN THIS ORAMMIC CA) ~)M PENETRATION OF WOOD BUSHING SK41 BE S/8' 1/4' 0-20 SCREWS USED SRN:. BE t i/2' LONG MINIMUM SHOULD MOW COST. AND I' MOAMIM "A WALLS WITH NO STUCCC C5) P4 CASE TK41 PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR W000 WARDS BE FOUND ON THE EXISTING WALL. ANLNORS SHALL Of LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS W ANCHORAGE AL BE AS MENTIONED IN C.1), C 2) A C 4) (U) ANCFIoRS 3NML R INSTALLED rOLOFWNG ALL of THE RECOMWNDATIo is AND SMWKAIXWS OF THE ANCHOR's MANUFACTURER 6 PANELS WY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WStALLATIDN DETAILS 91OWIN ON SECTION 3 100041H 10 (SHEETS 4 IMIOUGH 6) EXCEPT THAT HEADERS IMA m SHALL NOT BE USED 9 D SHALL K THE RESPONSOUTV CC O,( CONTRACmR 10 "IV THE SOUNDNESS Or THE STRUCTIAIE WHERE SHUTTER IS TO BE ATTACHED TO INSURE •'ROPED ANCAORA" THIS SHVrrER SHALL ONIY BE A71ACKD TO CONCRETE. BLOCK OR WOOD FRAW BLtLDM05. 10, W. REGULAR STORY PANEL 00, LINGTWS OVER W-6 THROUGH 17'-4'. AS PRS ER SECTO6, 8. 9 a 10 AMC ALTE1NAI IES BW, SW ItIDW ON SWECrS 3. 5 a 12 RESPECTIVELY. SHAD HAVE A LEORLE AND READILY VISIBLE MARtMG MSTRUCTMO OWNER ON TENANI TO SECURE PANELS WITH APPLICABLE WEMFORCEMENT DURING PERIOD% OF HURRICANE E W M*4 II THE INSTALLATION CONTRACTOR IS r0 SEAL/CAULK ALL SHUTTER COMPONENT EDGES W'•IIGH RGAAN IN CON704U US CONIACt MTH ?WE BUPI.DRG TO PREVENT WRD/RAIN WTRU51pN. 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED M THIS ORAWING PLUS ANY e1.110ARG AND ZONRC REGULATIONS PRONGED BY THE JURISOC710N WHERE PERMIT IS APPLED TO 13 (a) Tits PRODUCT EVAWATATN DoCLIENT (P.f D ) PREPARED B/ THIS ENCNEER 15 GENERIC AND OOHS NOT PROWL IMFON )" F R A SITE SP11COX PAWECT. 1 • WHERE HHE SITE CONDTONS OEVMTE ITOM, THE P LD l6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND RSIALAnON INCLUDING Urt SAFETY OF TNIS PRODUCT BILLED ON THIS PE.O. PROVIDED HE/SHE GOES Hot OESAn PROM THE CONDITIONS DETAILED ON THIS DOCUREM OONSTRUCDON SAFETY AT SITE 46 THE CONTRACTORTS RESPONSTiorTY 10 TTAS PRODUCI EVAWATION DOCUMENT WELL BE GONSOUED MAW U MIODIrnD Id) SITE 94XIFIC PROJECTS SHALL BE PREPARED N• A FLORIDA REGSTENED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 'MORTEN Or RECORD (L".) FOR ME PROJECT AND WHO WILL BE RESPOWSW FOR THE PRDPLW USE O THE PI V. ENGINEER Or RECORD. ACING AS A DELEGATED ENGINEER M THE P.E.O. C40NEER. SHALL SUBMIT TO THIS ,AFTER THC VIE SPECIFIC DRAWRICS FOR RENEW. (.) THIS PLO SK41 BEAR THE DATE AND O KPIMI SFUV. AND SKRLAIIIRF OF THE PMFESSKXW. ENGINEER Or RECORD IFAA PREPARED IT 14 4HUnER MMNUFACTLRER'S LABEL SFAL RE LOCATED ON A REAXV VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE VAT14 SECTION 17020.3 Or FLORIDA INADRG CODE. ONE LABEL SHML SE PLACED FOR EVERY OPENING LABELONG TO COMPLY WITH SECTION 1709.9.2 OF THE f LORDA BUILDING 0001 THIS PROM SHALL ONLY BE USED TO �IINMNA", OBTAIN PERMITS IN THE STATE O FLORIDA INTO EXISTING INSTALLATION DETAILS POURED FOR REGULAR EAN1ELS(1_&_.JA CONCRETE OR CONCRETE BLOCK STRUCTURES =.a. ANDIM nett somm ON oo,nen .1c,cn a ms a n aouls, e) AIIc1,aa na 9aEouE oN a Tw,a.w --- cONCREtE .NooRamnc .f r� (sa soMmu[ N>» ems I tralolNaN p �jI [XnT,NG ►DIKED leE[ tlaHmuL a �' -�,' fHl[R • t16IUNSN e) ,� off R WIE'0! .. V •4- j 'N .. N70NCIF[7[ RC049E75:. R - I. 4I ,E \ c,,, JJJ 1/2. "I. JW_ N• toRn DI"r Min,_ _ 7�`f„'E$4.N10t n \ ,/N4- is an ,_.-' A w•iF-ncE Ya t"• ; i 1 I i 1 . ' _ _ .I' " aw.a os I T _ L"o49A} CDMNUITP `1 Qe1MR0 I '' H I 1 .0 76 1.EXISTING F20lTM10 POYWED I , e © 6 I E.D`'- I �I 0°'4 1 ,Y I MV I v COMD9CiC 40UIRED.�, �: T - I 1 N a Wi MY • '" �''. \ \ .�. e i ' 1 w 'rI 1 i4 ' a a1Oa'�"i 9E roc AR. ; -� I I 17 ./r OC � , 1 ,ai�iMK • 1 I �I eHa'ii , ro H°'wMN°" I I 6n , ��� (,�___ a WaFr i .. A*!./ I ,� Ni F.4rrR : e"a J ; I" a,M`9 I >0 aura a '. -,I aw4. ,. , a° - 1 ,,.:. aka'.." 1 I N ' , ,i , A I I tr7�) i I � 11 1 i I I j � 1 1 (/EB.j ' 1 G I I I I I 1 .. '•.',F 1 N ���y 1 1 I ; ; CAW -R I '�'� 13 1/r P4 . (,,. -i. - ' (MIP MK ;. I [XanNc Pq RiQ_ E D. 1 '7ffN2/ I 1 ® I ,7 1/Y aC, [XTSDND PLAAED C D I EXISTING P01PIE C D I I. Vr 9c le I CONCRETE M�.OGK �o�w 'r,_a I JEL.I 1 GGOONCPIMNOE7[ Ott 1 GpipMETt[ BO'LOCM .. ..REOAIEn LN.". t ,? OC. .\. ,, NROt ,/2• RDaN91[D I 1,2 939 i Arc F}RST11N9 D 4 :-1• Yh / 1' Wn. REQUIRED •; OONCNEW AINOIORS nAolaREo R/ STLIO . - 6,TA., a O M SCFIOMNA' 1110'FfON .- `—E fAA 9RIwN,T1 o '* ((eaQeC p,- \1 •�'f M�jnF ,,P��4~�,'�, •'•e :: ,LIi J 4A a� �F� -, IfOt tCHIWAE ON LyQr(1a Mean a RWolgn f) -S bt0af a T1aOAN0M a tR[ SOEM aHttn a /16IarAH 9) 9.1c" 4 TMOuW4 9) 8% 3 •1 SO,LC 3/a.1 [CAE 3/8-1• I I E.D. ,- EDO[ DISTANCE m ..dw" i (1)I (SEE SCHEDULE ON -'Irw A e•'�'w�twe, I a SHEETS 9 A 9) I I i i i ' Ic . e � Ei ■ NOTE roe cbMaNIE,nMN SEL'MNS: I a.K I It I INN TMa/yy TO' k BOTTOM MOUN11NG5 CAN � COMBNM IN ANY WAY TO SUIT ANY -L �.3 vCNn�p4�ir INSTALLATION �Ir'` .,... \ 'E- ;� EXn1INo Poilap , .: FLORIDA BUILDING CODE Ni h VelocityHurricane Zone 3/. _ R [ I *; I °'N0 x/n0 20 GAGE GALVANIZED STEEL STORY PARER. WuErExaKE a * � * �-­ a„�, w AMR SHEETS a TIMaIMI p \ WA ItuAn TA - ��ACOLIN01 ).,-. ORIp ; : `- " :� HT IL E C O Eae.GLOBAL PROTECTION PRODUCTS. U.C. /WE -7Ns t964Mw-IM 20-176 NAL E % K6 wF SL ant a OM A R Alto P WK te64)0 FOX — LYN MH_we A. , a" N,-IDI 3/MI III Wu.1H0 w'. a'.0 67w w. ....Rw r47,74d .[. tUAi/01.1C wAL A Hull . PL Y 1T- am 4 6r 1a YaDDIICTEVAMATION ltv.N 1, 740, 20.a7ia.DE 3 L MATF.$IAL CHARACTERISTICS AND __iPECEICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1.2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor Specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 2(-176. 7.. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 28, as well lie General Notes # 1 thru 4 and 11 thru IS, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tilteco, Inc, and signed and sealed by Waiter A. TWIT Jr„ P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1 e20.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured Concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President or Tiltaeo, Inc. (Florida CA-0006719). 1ainNNfaaa �ko y .•' C EN ✓� J -. . „- --tea '"�^. 441 s7 +) -- ---,-- z * ! --.� * ' * 21 2 STATE OF �: , 1 F. t0RIID .-** %.7SS/0N A4 rIIL- 9� h0;11111111110I ' VVAT1u. D:1 TILTECO ADMON RECORDS I P. E. REPORT-20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEU DRVYO a MI70 %REPORT 02D.Or28.0T 1 L I ECC7 INC. TILLIT TESTING A ENGINEERING COMPANY - . - -- ... - _-- ---- WALTER A. T1LL1T, M, P.E. Hlt6ontaml.wrn PRODUCT EVALUATION REPORT M. MT i.NAw Nu "L6^ MLT.'.A. LnMR 3M. J0N119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection pmductlL O 4800 S.W. 51 Street Davis. Florida 33314 1. PURPOSE OFEVALUATION: This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System 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 Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may effect Its limitations and conditions Z1 PRODUCT EVALUATION Q=UMEKT_(P.EA ); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tiiteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteQy(�l+tltitfl+of�jf�Is Evaluation Report. Na I .,,:., ,/" e.. y\GENs�':''9 1 -)- - - ' r--�"-3 =ids: `1�11671. ,, 2. 'i.*r— Tit ! Ti ,P,. STATE OF -' FjS °k.'"O .. FIORtw,_. '1 w9 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phow: (305) 871-t_WY�89'9 -1531 COMPONENTS FOR REGULAR di LIFE SAFETY STORM PANELS (SCALE 1/2-17 15.19e' MAL WIDTH) .. -.- -..-. IS 196• (TOTAL WIDTH) _ - - _.._ -... 12.s00' (EiTEC1M WIDTH). .... .... ....__.. -...____ _ _ -. a t/. _ Sao -- - - - .a250• - ,.soa --.I '.3 a- f,- T 3�a' ...,, 1. _ 3}O'- 1 _ :ran ) ' / . .... um"..-, ,� 0.W9• AM. THICK I,.700"_- >;, a I i. 'yi" - OA4WIeiW SIW C 4 (� .I,L� 1 j I '... L-� ' J+ iI,D. • _ .: ASTLI A-997 I I*- / LCL.1 o.ou- MR THICK HOIM[l? .•' r I gum sal FKyyCD .I - j ; 2.e . fA,MARED STEEL. MMA J ' �/ ) 2.aSY a-60 CALM. FD6E_ I. 24. ' TYP �� ASTY ♦-9115 r7.000' �•HEMMED ORAOC 10 -OU GRAIL A..J / 3 /' ' NEMN[D DCLLI L!', T:aCf C-80 DALY. EmLTA1L A .e.0 I �AA A Kd \ __ .._____.. _.___ ____. _ .. _ __1 - 1.3110' l • I.Ac- -L330• ---e.25O © STORM PAN L - (91 END STORM PANEL - 2.167 .-. ,-'.:.. I : lr PAAQs END, UP IIOO' so 120• _ ".- V4-o-20. 1/.h-20, .121: r/ Nt2eED EDGE � j "t 1 .1DD' A. a 125n, I - 1 1 • 1 - ii EDa6�[s � S.S.. > � _ •, < " K.a MY 1' 730 7 I _E, TO 7 9 TO AIIXE B 5. / IqX •/ i I 17 1/Y aC. 12 ,/7• aC. %/ 7\`T - - 4 /,,,i So.08• 3375' .093' ,IM, .093, 2.125. 2.000' I.b0o. _._ Qjj� 4 1.500' I `�'0.230� �f 7.123' 09r t _. OETAt , ))""4R 1 ,6 E a 37_ 1� t..12.i. .I .. F 1 1 T �,� \.' E a !JD 1 FJ '' ,ado s' I 1 1 - I I ISOMETRIC VIEW DETAIL A 1 .. L-_ 2.OGD' 9°. - ' li (�D �2.000' R. `w C 6 M.F. _. - _ LSoo' 4 1 Soo - RM04DED CORNER a ENDS OF PANEL'S 'Jit ENO LP w( HEMMED EDGE. (�)•h' HEADER "U' NEB 4� �Q(� ANGLE WITH STUD N.T,S) I , In CU. F__1 1/t. IT 3/14 M 374' 1 6_4• T.390* OF PAEEL .18e _ 4 I tee.-_- .OBa'i0•_, 75' - 1- _T.- - _ 1 �..-i *O 1 - . 1•►•7D. 30. ,FARES 1,.07'1063• J76' _ _ al•'1 __ ( _. _1-Z70'.e56- i _} MO' 1 ��ANOL a 12' OL Len t - _ 1 063' i.J43' -d.as2' I.67t• f I 1.600' p"_n y la's HOE T'OR I ,093' RN. 1 015' ,,,,U)CATION AO AT -957'- ( .e25'6 1 {_.I... 1 I0B0• I... _._ 1 1._ -.... 7!O• 7.000• ®KEY HOLE WASHER I`,-__- 2.D0O' - --frYP.) W. ��,� © "F• TRACK ANGLE ® AI,(8w or TRACK © FLAT PLATED 0.036 'I - D94• J� V nFn WITH STUD aALYANLTED si�EL _ ..( / >�'ra�..... r!cc/T M„ IV LOAD I _ -j .l ( W ''CENSLr'•-' .375'9 -' 43ro -e75'4 I ; ­8 1 — j Sis ' No. 44167 :* .',\ ._ -..M L I * FLORIDA BUILDING CODE (R h Vita 1 -- 2a00'_ -1 I250- 12b-' :- 187s• �.uA� W� 'LhOE O PN1a Fri. GOTMM } ATE : {V PM9 nTtCa nG �•- '� PLAITEp R+ND RFUI 20 BADE GALVANIZED STEEL STORY I p��� � ® Kai HOLE �aFF LO : �&I11`4 AT PANEL �N %p' __ -- PROTECTION PRODUCP, © 2"X7•X1 /New ,F I L E C O I, 4a1. arl m svw ALI10a4Lnvar. YeE RNG An r/aR �-yI7d2t� ALUMINUM ANGLEIIOI10lJT,PC 1.A518R w/ AEORayAI loo wA.P Pitit w., . FIa1C ln.An mM a:t lesMMM-4I • T/a•W/Sr .PEN[A (9aINLftE Is m-OE067rs w IP wr SIM OR Nn,[I MATED SCE). E VR WM1tR A Tub b. 41 'L. s INSTALLATION DETAILS FOR REGULAR PANELSC A dA END aD6la DE= FOR INSTALIA71ON IN POWED ATE INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCIM RACK OR WOW Nil 411 m N ftmvr FLOW to CONCRETE wcHaRS 1/.n ,sA7.• ,v. VAUD FOR REGLLAR. LIFE SA M AND E Z " SMRW PMEL SYSiEM III: FLUX OR O tv-aB. Ep 1 TL[ 1)Da7Mlll ON IF11FiT t • q attTs 6iMDUGH°M e) ir'Ro �i•.r 1• _ ' -IK NM°°'.R' . P. m -- .Y 1l4'.."IT, _ I. /r �7Pj�RW�-�(,2� M� FR�gW - I CD. j r ) an7Ga'A� i.lw aM,'�F' I�{j� TEou Eo. ; F.. I 1.'C.E'F ,r i (f 3 L^,t.. LID 1 t - . 4,N'.N L t 1 ! .We, ,4 \ � 1 .. OI16iNNG POUR_EP. 1 1 r I ar - H T _ w4 L ,NIa ,-_ 1 _ /;�� L7O4M DR 1 , r r�wr I I 0 w.. _.. I ` 1 (1) CONCRETE BLOCK 1 I (� 1 t "" �` * /! . I_� ,.: 1 I- I I $ FLOURED, I I v 41- - o'...Tr - - I 1 I CASE A f,PL�AN1 (• li.'w`Ic' ti.Sd , ."I — I 1 L. ^ _..._._..: _ I.. SCALE 3/10-1 WFW`R" A.. r. INwA i . Fa, Ma i i CASE 9 fPIANy �6n;01°' W alAs , !N 71fr Sruv 3/fe-I• 1 I P R 01 -1 Va AM' wAaf I ' ynq jT. WR I I s IIh r I w 1 j'I tw rF•YNN ri° R"-IMNi A - , 1 I'�TA a, 9:% I � NMI. • ,r i Ire NH 1h1 , yI• I >u I. TV". I 1 I n J.to, "P" I - (il ;..7�;{{11 A Mw �0a. • nL I IOt - aw ,nW J 1 I 1 I 19 01Na 1 1 T 1 1iK:I IrF • 6--- > K•• I 6Y 1 . 'I I x' 1xAw - ,r CONCRETE�___ 1 CASE C (PLAN) rMIX RT01AAm aaior'n ; 1 EXISiNO POURED LD 0.4 I Ertl[ 3/10.r• CARE D lPl1N) ,,,� I CONCRETE DR I fCAL[ 3/I41' I fOHC9EFF BLOCK '/"l 1 1 REOURIED ; 'n In --- mow/./9±wyO• •IT. A,.�W., n XewuM-�w. rOKAI CAUX-IN R11 ,11111 (1E ...__ ....----- t � i /, ,3/4"_ Mn r-CC =' RSM"RR '"11, IRA i, =t KLL4 OR OF W-40P CONCcm RtE N/Clggs .. %Il -I• MI,.- ♦ - PIMA IIIRq IaW I A SF ON &I1E78 a MROAWD'�' O) CMv •, II SECTION 7tM ti. t1.. SCALE ]N,a-1 9GEE 3/e.1• --aa, o~KrooT..-. w..I '/ \._.l MA'�/�SNagi,,s�.R• OPP=.Grit .. V.' t.! %. NNRW 'NR'R'Ii A It Ira Iwo wn 66 -dil ..,IDCEtIt '"T"o B NEW t• WALE . VARIES I/11'. E.D. r EDGE DISTANCE id�RSIE. (�� , OOPPFE. TNgi ALUM TUBE OR I• . C5EE SCHEDULE ON Oa� F l�ti) .W� CO/ PT WOOD VUTE SPACER ,�.. �'1 SHEETS 6 k 9) -- SGLE 3/Ia.I' \J a NEW I• WOE , VARIES, I/B' , I 1 NmF�pp caMmNAn(In, DF WCTIO4S: I ALUM, TUBE OR 1• , VARIES P.T. WOOD RATE SPACER _ i TOP A, BOTTOM MOUNTINGS CAN SE SE'IND rRAfA T' I COMBINED IN ANY WAY TO SUIT ANY CASE E fPLANI NlNcllln ANorO•a I INSTALUmON. LE 3 "-1 „1 C (Su SCIRDUE ON 1 ,j�j ,�,,W SHW 8 TNOUCH, 9)� _1, 1 ,'-RACK Ceres try V j"CO�A�F� c �a A. Tl(I/r ' -=—�°® [XNSIeIG I,LKWjp ;5;, MML stMRo, LINOM R r :` ••..•., ✓ FLORIDA BUILDING CODE h VelocityNMIrE1cae, tONaatE AMI[a, —.� F.OHCREIE OFT • IRK IiMEM .IaPR T9 ■ (Ta 9w9olu I 1 MI, CONCRETE BLACK �'" taw aw HPWAtaA nMw ill= "C'E 0. NC lA ON a m . A 9) 3�YP. REOLW"l TNa17 N9w1. g : ND 44167 1. 20 GAGE GALVANIZED STEEL STORY PAM ana X6 SECTION X-X . * . * <- N/la, SFalr3/6-1• 5 (, '''JNT�4_024._. GLOBAL PROTECTION PRODUCTS. LLC. IN, DETAIL FOR SPACERS KO(�ED AT TOP OR ��'• TE O '' -_woo aw e1 aMSROI •. OAAE, AL U31BOTTOM TRACKS AWkCIENT STUC46.Ft':: Rio I1.0� _wT,F_mr •,oK• f9e4)w,-7aa. FAX,- (.Nlo9-6»7 20-, Z OD T T NVA I.CATION R KPORT NA 20472702 2 2.2. TEST RE RTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section le09.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 per A STM C--330. Test reports prepared by American TestingLab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 6 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10. dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM•198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1OKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gaga Galvanized Steel Starts Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. TiIIlt, Jr., P.E. 3. MISSILE I PACT RESTl M STAf!IOE; Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. L0►Ai TrI 4. N OENS'/P fir,; 11* are.. IORIOP .. "�a S/0NZt# _\�a h" FNNnu110 PROOI1CTIV L RATION ualTI•3 NO, 2&4727.02 3 5.INSTALLATION: installation shalt be a performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass shall be as Indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. O. 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. Anchor specifications shall be as Indicated On sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by TlReco. Inc_ and signed and sealed by Walter A. Tllll, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section le20,2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter A. Titlit, Jr., P.E, (Florida License No. 44167), President of Tikeco, Inc. (Florida CA-0006719). WATLLL Da TILTECO ADMON RECORDS 1 P, E. REPORT aA6. ZEO STEEL STORM PANEL 1 DRWG B 2047 1/4, 2/4, 3/4. 4/4. 5/5. 7/5, 1W/10. 2W/10, 3W/10. 4W/10. 6/5 SW/10, eW/11 At 7W/11 r "It__ _„-_. ANCr10R6: FOR CONCRETE SEE SC EDULL ON 11a15 8 A 9 r MAX 1' 41N FOR YI= SEE SECTIONS ON SIEEfS to A 1t - - _-. "•-1• YN.-. �_._- ,.T o A O �__ D.M..Q• 3Q• ® ®' r I T i 'T I Z I '! ,- I I� � I I i � I q:,�.&@. r.I I I E I l I I i 1 I I 1 ED I J__. 4 I I i 1 .1 I: T. I _i i € dI I I i I I I 1 4 i ' , I I I I i' i I 1 11 I I I I - - -- -- - --- a 1 I '.. I { I I 1 ;BOLTED PANLS W/ 1/46-20.1- I I (SEE SE PANELS I I I I i 'I S.S. M.S. BOLT W/ 7/5' . 3/32' ;A I,(APPPEIIc�a L TIONS As : I f j I I WINGNUIS • EA OVERLAP I , t , I I I 1 1 { (SEE SECTIONS AS AIPLMAaE) I _1 l _ i. 1 .:,s_. L T -_. I _L I_ I :1- - L . i 1 ..'' _LJ 11 I I I .-f. .1 i--.).._ I... -. j l l i I I j i 11 l t I 1 D.M.,®,�/®,�.®.+-- - _ f .. _.. - -_j• `I-o _ __�-__;o - ..- I_ ( o_I... 0 4 i-' I I O+©' �:/ ®• ©or ' - 1. WIN 1/4. 2/4. 3/4. 4/4, 5/5, 7/5. - V MAIN 1W/10, 2W/10, 3W/10, 4W/10, B/S SW/10. OW/11 t 7W/11 -_ - _ ANCHORS. FOR CONCRETE SCE SCHEDULE aN SHEETS a a a FOR WON SEE SECTIONS ON SHEETS to A t1 .__-. -.... _. _ REGULeR STORM PANELS A Q ELEVATION N T.S. 2.67" 1/4" MPX. GAP (144 OVERLAP,,.-1 *W VALLEY) __ M41 MAX.mili GAP � J __ Ee` �.... Ul . EN ... FLORIDA BUILDING CODE (High Velocity NUT cane Zone NO 44167 t P TLTICC. M. 20 GAGE GALVANIZED STEEL STORY PANEL oWA.' 1Y, _ :* �� ���� N T.S. * ATE _ : - /mil t b I C Ir O Into L PROTECTION PRODUCTS, I.I.C. 01 w2F. q, _ rm E.R. a, 9nm 90 OR1;.' 01P'W' A. m'F 20-176 ,4•'•.. .. wA e. N YArw A ww Hoc M4)ws-7w. VM (M4)000 e 7 Bps • N .. H.. w, CA-OOM.o oR° .H_,MH w — am 3 or E6 INSTALL ATION DETAILS INTO EXISTING POURED - pUq(p FOR REGULAR PANEL- CONCRETE OR CONCRETE ..OR "ECM do CIA BLOCK STRUCTURES _ OI! MNCFflBlfIEEOPL ..... .. .- ANCCgIEl: FOR CONCRETE SEE ECNEMILL ON MEET 9 -^ W000 SEE SECTDNi ON >rER t2 ter 3' Yoe DR CeCeLDCK REOLRRED CONCRETE ulistRI,,, cu . . C=BLOCK aEow® I AMICHgb REOLAam I fdoLo ,__. .CONaETE AIRXHORs -I _" (MIN aND8/P .1 tWtGE WALLY') L 1, K aVa arD , • Yn. - -' � 9 fC/,[DIA[ ON 9) 10EOULE ON smaT 9) D.Y. AO -_ i ' l .! J 1 1' ' '- I i- - 1 E- - i C _* � -TC I I' : I I I : 1 I I 1 I CE � ._YY e E b i ' I E6 I I ',, j 1 I' ':i SOR I I Ix 1, .. _ _ YAX T .T • y�TS i ., :. 2: C;r . �. ,1,. , RJ' i 1 /. 4-Ep1' I . u can ./ .1 Y �� 1 , I FAK�To fs M TANMeAa 19 mA�oK•pr a • r,�1'M�'-Wr."N I i auA T a 1) N r' i P �E 19 a wan q fetT a i I rIm W 11pj^. I a. ` 12j - IIHV-EG1• O I7c/ae, e0L16 R/ 1MrYnin a fAa,. I 1 i1/Al-Riot• ,� 6 ,Sa 1a3�,rL♦. �w, I p I I t Wf 11TMI,A16 ,UI tAa, !" 1 1 jl .1-Eb1... ,n; "' g . • J o I .. I wan.r I N i /wit 6 FxN _ . .. . ,SOIL : i , � i I . i OF •L' I I 1 , I . My �^ OVOIVP. ' : 1 OKIWN ' J 1 ! .-__ - ... .� . f--_. . •.i1 .+u .. I _ -- ". !. ._� ,Ali 1 , :I '1 -I I r4 ;4 y i R I .. I-.. r �1 I 'I r OLAR BO)< WNE-`1 of i' OF • OBI �- ,- WAS -1 SOS --r MP.. a 1. 14 Witt ow"" 3• M.K.- Q-6LIP 0 Ara I�AE I• MM. /h MA1I VN 4 �.; ;�; RA" yp A' 4 _..- ANCORS: FOR CONCRETE SEE sCNFOUI[ ON SHEET 9 -- .1''-- I FOR WOOD SEE SECDOWS ON SHEET 12 E T L.D.'Lp fj(,OULIM STORM PANELS Q ELEVATION �, , _C1�& IE "r DL 1 1 1 £ i_ Et'. 1/4' MAX. NAP } • .T. 1 1 t , tIb.. _/'1 ,dMJI i SOOT'' 4 �, '� t/4'6-20X3/4' S S. BOLT .. YP/ 7/a'13/J2' eOFic MLrt 1 i i � 7 f7' (MN PRAM .t MCI MWLTT _.....r-.....r _ :..:_ `_ _ _'A5.. wWPVO=t ANCHORS /S.STUD SCHEDULE ON sc7e�alKAra"+enON °"sa' oD _ DI /4 Iaut .._ .._ ..-. ... .... ��1L41tL liu SECTION A-ACfTvo.� _ .. __ � � an REQUIRED _ . COMCRWoOA OP RLOMEa arts 3/3A SOME 3/e-1• SOIL 3/e.1' SCALE Ep • • ' Ak./t : ✓,. EN a�uG S FLORIDA BUILDING CODE H h VelocityHurricane Zono E.D. r EDGE DISTANCE ( SEE SCHEDULE ON SHEEP 9) NOTE FOR TOP A BOTTOM MOUNTCNGS CAN BE COMBINED IN AFrr 9MV ro s(xr ANY INSTALLATION. ? No 44167 '. * ; * J? �•'• S TE 0� t? •... P L /' Ri0 `q0°0 "`�A "` 20 GAGE GALVANIZED STEEL STORY PANEL Dow 11 D ORAL PROTECTION PRODUCTS LLC. - N ePAR I L E C O Eae. _ .9110 ar. st moat 20-176 AES•.. / A"APu/i .6 R i AP,91w rAl.c b,Y RHOIIE: MHMF9--HiM , KAX.r i-too 671T ...'IAA 4H.IT61 a"" R, NA IVOy,,,Vlt/e"K milt n ACII000eT1A. 1. wr • 9NQr nmA Me S ern _11• 0 O N L Pn Lo fU O O � V N � O -a OL N c o- cu -v .5 U � Cn c N -0 t;Cf OU cu -0 -,r.., III ja c c O c-O ._ O c° C)_cv LL o CU > .N -0 E 0 O LO 0. i F-_0.cCn< Q. M A/ a N 0! Q Z Z W J LU Q Z Z Q __J LL .old-W-0 (////= v / cu O L CL V O Q_ /CCU W SHEET N0. SH 1.0 WWWWO ,. a . . T TRW AOAA -71) WALL AND FLOOR MOUNTING INSTALLATION FOR � � :��, YIE�. °".___ SPLIT PANELS I•- - r- alp NTAY Al _ �.,.,.,,�.x - '• Ira-r .. _... ` NNCRN \ I. 4ArA :'Lne. I.. 1 • - AN. �. + T i i • 1 T, 'T_•-"TT� 1 e::� T I W . « (n"o�N►:'�Rv, c-\ IT. R"`•,a inmr) �7 yr tat, 4r rAwPUT rc00rArn o I -«a' _«'• Mr aJ c< Wy,n �4 ED BfA4:fl 1 4 + r• NOX ,2114 ITS^; r I! �r'aRpT IWaI M",ft,IM !AJ 1L0 M4 I r 61CIrAL :. M L SCALE 1/4•-T• Dow w 4n mMEBO�°,a ) LIULLION et'kmLE %- I `ter = "`�ApaMa .NOHOW r Y 1 TARTA A, ry � I._ 1 I IOaMPi'niE1011 `NKNYMr TI..M s L ■ iomiesllosu°Aiii •1I.•n ,>•nr�n�"ern�r •Arne ,wnr v � e1Rr , ��-_-�, MAAAr. • AQ JaOMt MM N.. NPQa .: Como" 0 muspum San =M�u- -_ 2 APw AT,W1 I401!-» N]a/ 3 IRE for • ,OTHM 1 1/!'« - - :q' 1' a. . +ra ruuMN wr • t0 MwtaN ... 1 SECTHN Y-Y JpM SPLff STORY -EA ELEVATION SCALE 1/4'­'5f78E ''a // •.," MALL MULLION SPAN (Fr ) REOURM Mh. TUNE MULLION - 4 'e-8, 2' . ]' . ,/r To e'-I V 2*. 6' . 1/1r. 4' 1 M ar-lo•ror-r 2'.0'.,/r • IA TO +a6.DF011 �-°i2A ,4.e PRL7RIIIE RATIMc SECTION i0''L P SOLE 3/9-1- WE, YppUttMILIM CNN ALNO ME ISrAILED W/O srOTN PANELS ON TOP (CHIT P'iAREt S0OR4O'" I'w Tq w% 1L ei T'EDOP i soOROQ BOTTOM or aPEwLO. INSTALLATM BEiTLE: 1/1' . T' A • ► 4Baa i,�I4NT�NIBa1 __ - MRa4 r r ea .Oa" N' NNNIA .+i.'•^$'�rS'�r'a YISTLLIAIM - ALTEINATIVE !IV Aa m_er... WN"�AN"` a wA M'"�""" SWAUAT�ION �AL1� TIVE 21N SCALE• 1/4• N I• ILDIEl: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O DESIGN LOADS UP TO +55.5, _72.0 Pat. AND PANEL'S LENGTH UP TO a' -a'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIAU TOP R BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ILw�__ �OO!�NN•r.. j mma ! FLOOR Mo1kim WALL R nLODR kmwmG INSTALLATN3N - ALTEM/ATM Aw INSTALLATIONS - VIERNATRFE sw (SECnoW AT TOP Is LIMITED To +56.5-67.0 NUT. SALE: 1/4' - I• A.S.O. OESWN PRESSURE RATING) scut t/4• . r ar RWHr mr ! ,i ,Ir ne � •J 111 N � D.M / » IMAM MILm" 1•e.•bI IN ONO. Nor - nim MOILNTM INSTALLATION - SECTION 4AW PEAL 1/4• - 1' MAXIMUM A.S.Q. DESIGN PRESSURE RATING .s.f.) AND CORRE3PONDING MAXIMUM PANE(, LENGTH "L" SCHEDULE M1:10 (>fI1 C 01O N -?b .2a. r" � 11071 .67A, -n.0 Y-!' all LW 2 t/4' wem= , INIU 0 a 7 .U.S. -72.0 .7'-a' To r-r Ma. 2 ile UNSOLIM I TIrM S a I .DOA. -TILD 1•'-r ro 11'-7' ,REAM. 2 t/2• ' ILIA a 4.2J. -4e-0 1t'-1' C1 ll7a a in' ' A ME7N e, a a 1° IOLIID N/ ,p1-Me as. Ms a NOWNT A OMaM a MO D,CN or Raw - MALE ONLY FOR PAMELSMA 8N3 INSTALLATIONS AS PER 9tenma t TIRU 7. ON 2w nc A a el MkOW AS.a. DSIM PaFsawE Ira (P4 H.) NMNNM ACHM WPCM nft Eo. - 3 llr KRN,S / 4 NC WIaJ. C IN. I NVdaw PANEL 1D101N v (a.) TWO" CF T11P-AMA QNx-M PNOJMR .GILL O PMRJNAR 0.Ua ,O mIHCHRR -T6•�_ CaMdR RYE 10 OaW1E/E -15 Ox. SIaRR 10 CON°K7! m OC!![l[ OONMEIE m COMCRR t> r N/A N/A N/A 4' W'4 r A/A S N/A (1aP) e' _ N/A WA e• r •• r- 4/4 N/A NIA 6• N/A 6• N/A .' N/. r OVA N/A WA r 'WA e• N/A r WA 2 (a000) .35s, -724 r WA N/. WA !' `1. N/A !• N/A 6• N/A -yI 3 t I (TOP} r-r On LESS OR Miss _ r r wok WA - !' S' - -- I• -- 6• '! 3 foorrow) 6• N/A WA WA e• NIA �' N/A r N/A -I 7 (TOP) I r S WA WA r MIA MIA 12 1/2• 6 1/.• ,2 1/2' f 1/•• • '/4' 6 1/•' • ,/.• 6 1/4• 5 (,M/WtTaO sa SPORTS To a 11 ran A1peH. rot . WvuM FOR 0400 Abod am TRm t1 w eMMer. YMMM ANCIR SNCN06 AND UNMAA Wat OVANU AN IMWAM ON "Ta SCaDILL MDR EA LS$ THAN Pc"vo ON mmu am = ANONOR 04M IN MWRK1M1a VACOID SI/MH ON 5040 i R 09 FOMDMM pr: I" on OPERA" TO t Folsom OCOL ED PrGMO Drum tarn FACTOR Do" NOT ME LEA IINN MWUN ENOID oc"Co No EACH wc$w rM AT ANCICAS UUND. MIMRR Tat I/4. __. t/41 _ 1/2 5 1/4T. iaBigYt 1/44 ._._,_._ Ip1 ..__. was "TMP.•a aNA-N mAR falw NA sw loom NUNN yr i s ,/4• Lb. . 6/r LOD WARS 61AINMG W/ INSTALLATION DETAILS FOR REGULAR PANELS n A PANEL LE CI S: TO S. • e ,AN a 1 FOR PANEL LOMane w m AND 6 1p• aG. INTO EXISTING WOOD STRUCTURES _r ' FOR UNIF F w m N00 Ma ORANUAIN14-NG �! 17 0. C. wN 11 i am• TICI ro NFAOR MOPE ALL tD,aML w I Ma .1 ' �. -a' /y�• � q�j•Ap�� r/ O 1 �' _ .. ..YJ 7/aiJ/� SPIN EC, II 7M L Ir' I �•` R• Ma a r e E0� _ 1 }1 j I CO II E01 �' Eat E --"*It 01101; "Mock 1 ! ( - NONMI" AIOlYlNB 8 ALTERNATIVE S W 1 1 1 I + ![E Br/ImIAE GM S14a1 e 1 F01 0 can "a' Opp r i • 1] , at E9+ - I to I� 801 1 ' F I M EO_ tol - 1 EOM t/2' to ' i.. . .._ . E0 1 .7y L NAm MN RaaMTtD 1/4• W.. !„' wNG .RAT{ I/IALI•q ! V4•._ma• S.S. vs. • ! oa � aa3/;;•:,i�, .atf/ NOA R,aE i Nausm FOR PACs tE w 0 m �! n NM , MrH17 •T •-y 4) DNA, 1/4• TLC, roR IDM1I" O ro 4'-e• 11P, U ToS.-#' I 1! OR PMVI 0 0 D p Y I ! v To 1/$- 1NW[1W1[ HREA • ,2 T/t• 0. G WIN 1 ET*w nwcnm Prnt,MAOM A I---1/�/2. 1r. 11111rI,MEpr °P2MTIMAg1 ALTERMWE 4W ,AOWIOEN OF DOPING tW)Go HATE FOR %� 2tiH• MUTE I : .4TORIA d RATE arAL[ ,• SCALE 3/6.1• ALJ Lora" w m a'-r MAN II, L A*MnaM - DIRECT TICKS NOT SHOWN MR CLAWN StJ4EL SCALE 3/8-1- "HUINANI/NNO 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +56.5, -720 PSi AND PANEL'S LENGTH UP TO B•-B' 3'r' \i , FLORIDA BUILDING CODE (High Veloci NMMDan$ tan. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN ' ND, t6 t* H"s0 'a'mD � 20 CAGE GALVANIZED STEEL STORY PANEL Fv. PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR FOIIAL MON w N Nam FEW Y•YNMRNAINYL�E SFSn � * '' St .-- '�> I E O PROTECTKIN PRODUCTS. La 0/nV2Na DATE - y''•. FL p10�-r �F \IRE ENc. Am It. 6, mm TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY 10 SUIT ANY ••.,,, , 4y.F$�! A E A�L ,,`•„� p+1N11�':,.r. NSA i'{>m Nt-,Mi m", ti Ssn. R,orB: fm.JAs-»y FN. O•.Mr-na -':. 20-176 INSTALLATION. wll N N1NM4 t RN/rWUM1C/LN7! CA-OOA671a sale A O,. •' • MM AN, ar ao !w (VALID ONLY FOR PANELS AS PER SEC11ONS i THOU 10. ON SHEETS 4. S a a) MURN ANCHM SPAOM FOR LO.. 3 1/r'• _ - A;o Otil" TAPCON�-_ •�_ or w-WP UiR-01 PANUMAX FEMALE ID PANILMAX PLUS a" IV TO PttPPLlGBLfIla MAXIMUM PAREL PRESSURE M1 - m CONCRETE TO OOIICII[TE ROCK To CONCRETE TO °OMCRCR ROC. -� To COICRR 10 CONCREtC BLOCK - TO CONCRETE TO 00"CRER RAGA ro CodoREtE _ ro caNrn[1[ ROCK TO OIMMORM TO CONCRETE wOCI ANT OowRM.TKIN or THEM L[IIWM V tn.) 6• N/A N/A N/A 8• N/A B. N/A 8' N/A N/A N/A 1 (TOP) 6• 4• N/A N/A 6' 6• 6• 6' 6• a' N/A N/A I (BOTTOM) 6' N/A N/A N/A 6' N/A 6' N/A a• N/A N/A N/A 2 (TOP) b• N/A N/A N/A 6• N/A 5• N/A 5• N/A N/A N/A 2 (BOTTOM) 95A -72.0 8' N/A _ N/A /A N/A N/A 6' N/A a' N/A 6' N/A _ N/A N/A 3 0 4 ('TOP) ;,7-5" TO 6'-W OnLEN . 6•~ A-..--. .. N/A N/A e' 6'_._ s' 6' a'^ 6•� N/A - N/A a (BOTTO/1) r N/A N/A N/A 6• N/A 6•_ N/A 6• N/A N/A N/A 7 (TOP) 6• 4• N/A N/A 6' s• 6• 6' 6• 6' N/A N/A 4 A 7 (BOTTOM) N/A N/A 1 12 1/2• 5 1/4- 12 1/2' 6 1/4• 6 1/4' 6 1/4' 8 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3 N/A N/A 12 1/2• 5 7/4• 12 %/r 6 1/4' 6 1/4• 6 1/4• 6 1/4' 6 1/4• N/A N/A OW) IV-8- TO 11 -2- 55A -72.0 N/A N/A 6 1/4• N/A 5 1/4- N/A 6 1/A' 6 1/4' 6 1/4` a I/4• N/A N/A 0M) 8'-a• 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• 6 1/0 8 1/4' OP) I 43.8, -450 r 4' N/A N/A N/A N/A N/A N/A r 6• 6 1/4- 6 1/4-)' � �� A- N/A _ N/A h/A N/A No N/A 6• 6' 6 1/4' 6 1/r) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A A 1/4' 6 1/4' a 1/4• 6 1/4•) SEE 940M 10. 11 AND 1t FOAL ANCHORS TYPL A SPACM FOR USIA ATOW NRO MOD FMAR KRAVIS. MN%W AHCWR SPAC.Me AND M OMUM QDK 061ANX ARE NONCOM ON TIM SCH•OLU MR CA LOS 11M NOICARD ON SCHWAL 090M ANCHOR IPACM W J4LIALNNO SNCPIO SHOWN ON 3061IULi 0 HIE FOLLDHM10 FACTORS, POW TOO OPERATION TO ME POSINLE. REDUCED SPAC/MG 01000 usNG •ACTH 04ALL NOT K LM fKN MANAN V0004 NCCAIED FOR EARN M CNOB TYPE AT AMONM 40M /A•. 1/FP 1/4'F 1/4. 1/4'. Now ?ft urm _.... OrW-W 'P4 WAW QALN9tE ._ ,.. _ IIIK-a1 .. _.___.__.. oak-w it. Ala w !OLEO 00 3 3 3 3 7 ,/t I M•L N.H Hs.r /r.QN 3 _! •- 1 ,/a a ,/I A(Ww m am OWN" ► AC 7 0 A 3• - Im _. .BYO.-_ 140 a3 - INSTALLATION DETAILS FOR REGULAR PANELSCID & (� INTO EXISTING WOOD STRUCTURES !1 _ -10 PANULMtt pLIJ; IMtO PA/1ClWtt PLUS ,I - D - D.C. /E 147/ t K6 • 1 11 6 1//A• O.C. r/ / 7/6• 1.1' • e 1/.• Oc. •/ i T/N• ' - • US e 1//4• EN RA , 7/9' r 1MrA11tD ow HETMM ro TMIFAD[D 000 H LAM TO WOOD THREAM O13R111ATIOM m CKSiN10 WORD NFADCII i Ea11T6N6 WO°O NEMER REOIN (` E)IlalaNO WOOD HIAOER ` 1 DOII sw • pan. aw ' I ] • (. i, WIC MR ,� _ 7 I4n • • , ! ', DON ONTO e D yr oe 3• 4 ,p• ae WOW HEADER ' WOOD HFAKA 2• % M„ l AEOUDIED-- er. . I REOUIIFO .O I M ,D4w141 ON ... 1 TO j AW, PANEL. LEMM NA.. fw4 LEMOM - - ,; Aw. PANEL EENG"I t/41-1mN as (SFE HDTf ,) I/ Y aCH• to (str Now 1) I/.1N-]2n• ELL (Srr Mo7r 1) rS •/ 7/4Y . r' ra. W 1/r.5" bft . L�qa, 1 f OFI OF • GDR Iw REAM i ur:W/ s T/r LTG DCREWL ll a r D.C. W/t 1/2• 254• MOOD.I•LP1E '� 14-10 PANELIIATE PLU5 2.4' HOOD..►L/IR �- V4.0 UTG SfORWs a 2•.4• WOOD PLATE \ ( �.. I ,. AIEN TN TION A REIXgE'D 1. �... _,-_� BEOURICD I REOLMRD M0104M110M AT { e 1 1. TINNEADED PDO E7NETRATION .B. AIIWE/N OF' PUtt IRO WIDTH M PLATE 'A' r .......STAo0L11ED W/ ��� SGIE 1 SCAE 3/6-1 t-wIDLE 3/6. 1' low tWm 1, INSTALLATIONS FOR ALT'ETUNTn25 6W. 9W k IOW ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP 10 +43.8. -48.0 P•a.f. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUN. MNIF FOR CILIBIIJAMN OF SECftlN&: TOP a BOTTOM MOUNTWCS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, CODE CONDOM ANCIpa CONCRETE AIR2I015 FOR C'ONCIRII ANCICM: in SOEow! aN a•Ei 14. ("` 14) `°L "°°° IDRA as SECTION a"'""' " / 1 1 ! "DuTIo 8 1 1 1 CI ALTERNATE 8 1 INSTALLATION DETAILS OR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM Olu Milo+ +ii r' 1. i 1t IW is r -i __I ,rD1ARp CaCIR,[ �. �\ I YLi 1/4, 2/4, 2A/4, 3/4 A •N(/4 1, 2 t iW/iS _ ,. rf ^ At END PANEL AT END PMIEL + _.__ ._. 1'-O 1/2' ._ _ ._ ,L•• LAc acsWe • r o.c W/ EXISTING 500• ` ) ('Tuo�s�IOY�tw I i°'s+w r"oowa nM*aNi P&JM come" \` I h;..•.'.� \, :,�, : I - _.. _ ._ .. ... _ (. t.. _ � >._ _ 1,.. St - -- - - - a 6/4'MCI,. (CASE 1) F•--- _ - - - - -- - 0 OVERLAP : rxryNEa(HTm A�t oN I Ott Kl m u ) To X ZA ' �1 FCI I ± ,OIL .O... [=� 1 1 1(I 1 I l T 1111 - f(r„11 R 11 T (( I )� I I C , ! _ '. '. YA' 10IIIMIIN I ro SCSI i 1 - i f'� �Nn) - I I E°JL w 10 01AR I. -WILD 0 it Ir ac. b i"�,ac a I -+ - - --- (Er b[I t/tq 0 a1•,SD.c. 3' MA. ttAME I J (ry• 01W�2aC. I .I .. _. _ -. j I _ _ I, ....�.. -Do, SEE R[ INRRLOa PNMR END pANEI , rMOL10R PAIKL END PANEL 1 e w A/ a/e• MP. (cA6E 0 - OIL �% a• - MR am --- TOR MAN a• _-+' ®A pE B I %DNEDu'C Sn �C t._ 1 I 8! (MCC RT 2J14) E1 _ - _ _ ... _,. __ - -1 - .�..' .. �. .... aC 04CHOEN 11 sCANCHOIEMU �L 1/4• C $ SPACING ~NG DIRECT Wl� I� LA>u� SPACING a' MN. ON 1Be , DET MOUNT WALL MO�iJTING� INSTALLATION [APPLICABLE TO SCHEDULE 1) DETAIL 2 : FLOOR MOUNTING INSTALLATI' (APPLICABLE TO SCHEDULE 2) Y , P, i7• "' � ' . "„ ..� I �. 1 ( ♦ u,q � NLIDOMTr LaaroN mua a/Te' . t• SPxE 3/1s' - t WiHG M� •(NpA' m o • ,2 1/2 aC. ALTERNATIVE 1 ALTERNATIVE 2 I ' ca"a0°EN"a�s''i`4 MAXIMUM A.S C� tS SiGN PRESSURE RATING �� f \ �aLE� MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,a.f.) AND CORRE�NDING t S! rawm CONG[TL•• r a u14) A.S.D. A>ZaEf/�OL7{rC - L ,J•1r MMCWI plea `wL I '1 CORRESPONDING MAXIMUM ANCHOR SPAQIMQ SCHEDULE AT �= FOR MAXIMUM PANEL LENGTH "L" SCHEDULEDO 1 r r ' Y n0 i�OR a•er.., rrORMM edRNU,/ftQ' I TO • u , OC REDIWRD � lAPp1Y,11aE.�tA�S(( FiEC7N)NS ] s.i..A56f-0 P;>o..' /4, 2/1, ZV4, 3/4 at 4/4 t, 2 A yW/15 t, ; k tW/15 INSTALLATIQNS INTO CONCRETE jr CONCRETE BLOCK STRUCTURES iT7(rpLnN sNEn la,.311 NONCOM i ' ( ALTERNATE LWAMN "NIOiRRAW!'GPAM "�'a ON 2.w .I LIFE SAFETY _j ONSCtt(Ilui,tl T --(�Wt_.YE14..LB1UNi_EE!N(I(rHiNS.7- t_EOfT� Wa._.E.O._.._112 IP,t.) tEs MOGONN' NAXAWW ..•--. '' .... ..,... ._.. ,,.�•. l• ,.O/Y. ,. f•;;.,. ..: 1_ _ _.... ... ARIE.4 �RE0U R0UWET�RACWKSAFETY S--ANELS TIDY1PAFUfE_LQNI,L mOC NANIE7)At F'K�tR ToVOCON OF CONCRETE mtwOMP roCNAC IMMNWR FWRMWC RO6 OESION � MAR rMA -720 ri• 237.• willm TO CLASS ! i... I ..:: , ,�;. - •i : •,/ _. UC SAFETY Ei(YM PAWL OPENING swLL C «� OONCRC,F 'C eaNdlllCconcom CONCRC,F PUXXRBI or /HEN RC 9Q,T IS FOR AH00111 TYPE a WORM TOR NSYALAwks MO WOOD FMK RNDDIL I EO) _ : j, ON E . T. . (MERETE ANC ORS I (1'a fCNEIK ! O p�pL�yE, ALYMYS 11E PRONG° W/ REM HANDLE L"ANN ANCIDR VACONG me MPRNN COME Isswer Am NDrNm ON iNrS SIDMAE. FOR ! � Eo, ) E3) SIC, 14) Pdgm C."Com '� CN. 70 rACIUMTE tISTALLRgN r M0M0[D 8• N/A N/A N/A a• N/A 6' N/A 0• N/A 1 a 2 (TOP) CO. W T1AN realm aN SCEIR" RCa1CC ACHORIM _WIOG F MULTIPLYING MNCOM --,•-INSTA53.D. -72.0 S'-0. OR LESS REDUOM aPPrale OVArIm FILM ACTOR SM" NOT LOU MNARM LIMOS I I �'' R6WVPRtD H>o,TC11[rt 4MCN0116 ID OR KWOPm FROM W" r 7• 0' 0• 9' 9• 9• 9• 0• 1 (BOTTOM) -' NNW I.) TOO" -!a " ELEVATION r N/A WA N/A r N/A 6' N/A 6' N A 1 a 2 (TOP) TIIGWD ra EACH ANCHOR TYPE A Aalaa IEOY10. WALL MOUNTING INSTALLATION SCALE 3/32 -1• .55.0 -12.0 Y-o To r_6• � 666 9' S• r 6• 0' 1 1/2' I' r 0' r T (WITOW) '/4'. .1/45T_ _1/A•. I/P. 1pi I I SIECTiQN i SCALE; a/4' - 1' - SECTION 2 SCALE: 3/6' - I' ®® • 6• N/A N/A N/A 6' N/A 6' N/A 6' N/A 1 a 2 (TOP) ,-V•• ra. Lw 01 t ' Lim +a5.0 -72.a r-r• r0 e•-E' n1arH n SPORE WOOD PLATE 1, NOt[S.OI riF SAiir, clmM PANE, S'STEMIM INQEA( -�-•. 6• 4• 9• B• 9• a' 6• 0' 6• 6' + (BOTTOM r":NM"'O�"i woi3 _ .�'._.. _s.n -' A _' n_ '. caN ALTERNATIVE ATION 1. 0 SAFETY STORM PANEL CAN 8E LOCATED AS AN END PANEL FIRST OR UATT PANEL) .-_AMM a&OEM .-. ._.�..._.. Y _.. � OIT 18 AN MTV" PANEL. (ANY PANEL LOCATION N BETWEEN END WWELS). t �A a,a11oR PALIi. q TCAwR LaCNtgN rN II ' LIFE SAFETY PAMMS MAY OR MAY NOT BE NSEAUXD AWACENT TO REGU,A7 PANELS "+ NOR ,) /�TL'Dr)!M(]S sFarIEDULr a 2 Mai nGGR MGL.JT C210100S AT BOTTOM W, 1-0. .. a t!2• • AEC / ALTERNATIVE 4 (W/ OR W/o w-c" TRACRs.) .9iE NIm I) -- , t/4*L&. F LOMF MMe/aRIRaNG r • , tH1RD1oED FOIFIMiIM CI M. Me • wr W. POI TOP OF NIT[) as . MW • r MP a m W W Mao APPLICABLE TO 1/4Y-]OA• S!. MS. •roc a 2. uF[ Elm APLTv DANEL CONSISTS OF 0.=' oALVAN12ED STIED. SI M PANEL AS SECTION-9-8 "M"L'"'otOal'� SECTIONS / a MA)OIIUM PANEL r Tm im - m - -� V -� 1/4,F-30 NILLLMTt FEMALE M oR ALTERNATIVE WOOD FRAME CONDITIONS � ANCHOR LOCATIONS PRDi91M( - COMBINATIO LENGTH Y• (R.) AINpM _ _ ._..... _. __ ._ - ..... 1'AI•LMR NUR • r oL. r , ,/r rw. SONS A/r - I• PER COMPONENT SHUT 2 OF DRAWING. SCALE 3/32•-t• CONTROL3 , - - ,m - , W ,11Ei kT ACTnRL r 0 11 Mom Np1[ STRUCTURE, ITSEtF TO aE RE6IOVE0 OR INSTALLED FROM THE NODE O YaLLNNNFAN] RA .N 3' 3' 4 1 2• a 1/r a (BOTTOM) 7'-6. OR LESS V�E4 OF ITEM �;. Tl / PLATE E"IIIN °ANTI' TOAM AM SHOW TOO CARrtr +.9.i -61.5 �' GEN "1P WALL MOUNTING INSTALLATION "L Tt[[/ J. LIFE SAF1E)Y REQUIRES TOP TRACK TO tN: COMPONENT Q) a BORON CRACK TO " A, TILE/ 452.8 -No 3- 3' 4' , 4' 2 (BDTrDMI r-6- OR LESS 3 •' • J '�-^ E........, r aE PAN®gAS PER s,BEr a of Inks o1 ww_ r,4N •,.- - T -t ALTERNATIVE 1 W GENS[r %. CaMPQNaEt W1' BE NsrALLED wuL OR FLOOR uoLRrtEO ro(LDYANo sEctloNs I a I''r +ss.o -Tao 2 T/r z T/a• 4• J t/2• 2 (BOTTOM) r-6• OR LESS r ND. 44167 •' J 2 ON tFtlS�E7. AS wEtt AS OETALS I a 2 ON SHEET 14. �' GENSF �'••, IOMc Ue' . ,• .55.0 -720 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) T'-r To 6'-0• a * 1r FLORIDA BUILDINO CODE NIA VelocityJIMrr(eone Zone 2 j FLORIOA BLNLLNNO CO] 4t W. LENOIN TOR COMPwLG1T �®%s �IS•. $ FLQRIDA BUILDING CODE M h VNeGI Nu come Zone + N A M A 3' 3" 2 110TTOM T'-a' ro e'-4• •• der. ANCHOR SPAgNO roR COiiPOFLETR ®ANCIt ma AT eorroM IS GIVEN ON NO' .Soto n1000' "c 20 OAOE GALVANIZED STEEL STORY PANEL r"' ss.D -72.0 / / ( ) �'• T, a0d10 1t1U'a' �. 20 GAGE CALVANI2ED STEEL STORY PANEL IP- T4 PnR ntau Pc. 20 WOE GALVANREI SCHEDULES B 2 VW 14 * °OWN r. O •. ([DITTO .•� tClli COMPONENT MAY 8E PERIWIEM OR REMOVABLE. % :•. ATE m/s/aRe SS •• TECTION PRDDIid n/!VIOL. I. WASLLATIOMMO ARE ONLY INK l IOgM� WFIN X o. OES,W "AM w TO � sl - •1y .•..- )'• _._ .. .qq t : ._ PROTFCTiON PRODUCTS, LLC. ---__...>• OLW& PRO 1% LLC. OM , . - - s[ pt0 = GLOBAL PROTECIN S. SEE OErAAs POPE tNsrµTAT)ON nrro w000 FRAME TMUT.OPas ON SAE£ 15. '3'•• DtT1d; DIM' IL EC O ENE:. oc '•• -fir' - IL EC O INC. Q -7- IL E C O INC. 44m 31 al1NST .60o eN. D, oMIQr 1. FOR RETI MOOD FRANC caeTRac1TOM WGDo MD.Nas ,O w sounHDN 4/ AF j�-� NOD LT '4• F �•ilD'LC� DMI18'3a� aNc n. Sot. A. sS� • •ALE • a aPL IF SEE SHEET A FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE RISTAWTION O HA. L� / A B' �114 �✓ R a1E� r. r NA aNr lrFeN, R a,r RaMc, fa+4 20-176 PNNC Ne. 2. W/ SpFCKIC G[NSmr a' aD6 OR mw4 Ira .. CGy S DNA\• 4. J,4 a r Ar,A,a L,RDa R N,a TN,pHe, {6N)r-73N. itl: (•a4)•Ia-TILT 20-178 Har. pa) a�-m r« , oao I•s-76.0. FAA pMNR-a01 rpNALI AMEN•" ..w W F. , a (u.We•9L SPACERS AT TRACKS INSTALLED AOJAL'btf AMC BEYOND TO STUCCO/RNOD BMIL18. EA NMANAMI - +.M f>•)rH-HILL F' aI"1 a,-w" mm.a A.r w a.a N. - )e • ••H LSD N 4 M oW :+,G.-DEEM/ _ " PE RN/IWWTVNKIIAM WN7OR A ia1JE A.. r.L CA-op6) o-, PE. StXJIBMIUR/OMIE ANIDL A TN1JT Ny. -C , _ - a1-000N10 r • _ - NWS1 N Or as PL RMJ/gM1UMJMR M„L�AA �LWAt .4'.:.P.'C Tr' - - - NR•[1,a o R _ __..._. CU to O N U IL. N 1L O .� O C .� Cu U -0 N W N C O cu cn N = O o INL O cu .� cn cn E N u 2 L / 1L a z z w J N W O O L •• Ga o N 4 N � Iz •; Ae Ta An o+ s+ � a d N C rz � O s u C2 L � co O U) CL (D CRIBIBIR CIO O L_ CL vi cu LLI = 'Q Z Z Q J SHEET NO. SH 1.1 ORS (M �3' M61..... 3A ? 0/0.TW Mw'i30 SECTIONS ON SHEETS 17, ra 'S f1. T6r%+6 a 66w/20 -- ... +• MINL SA/17, 4A/n• 5A/IB, 36/17. 4B/,7, 66/f6, J. wuc: O O O O O O 6 j ( I GAGA -i�G!M PonI 6PE fW'R+(L PM�1 y j R011M f,Pw W4 1 U' -0! 1 _ _. .._ y I. 1,. �•.1�_ �: f AtNa/./°IYYf, %.L MIw wit IIBWr i k AI, 1' 7 If � ✓1 � i 1Et1N01ESlS�'6RK -f _ 6• ;1 lP6MGO41a60TTtl1 !s°OIYMI[OMMmr- f ' �`•�•~' Alb AM! A fit A "0 01011, ✓:O40KAP 3 . WIN IA/17. W17.+R 3w/17. 4B/17 Ti/,I, 3' YA%: , YIN. xw/16. TAw/» a wr/ao iYiER�R BBIr/IB. fwr%fe a BBer/2o 1• �' _.- _ .-- _-__-----_------- ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 16 A 20)------ - - _. OPTION #2 FOR LIFE SAFETY STORM PANELC-D ELEVATION SCALE 3/10'-1*a v. _wL O @ 4)PAXn SECTION A -A SCALE 1 1 M 1 ..° [901:4141 oil Alem 7. rJA 171117 - L M I L lei . W RdV1q:1° MAXIMUM A.S.O. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-6" 2 3/4' UNBOLTED MAX. rLOOM =SCHEDULE) INSTALLATION DETAILS FOR OP-TION $2 FOR UFE SAFE77Y STORM PANEL SYSTEM INTO EXISTINO WOOD STRUCTURES .• : '•. _ I'`I WOOD HEADER •.REQUIRED " R[W/I®fFAOER •;. .., t�. UFLKIATD ., -` Y IMInrA-1HP1' '. `- rA2r' OYOMNA•T • IwfYr0i0A0oO "",., • . P' A)oD.Ecp. .ECO +, PEfA22rPI• M■rfR70NA0oO.EcD. 'r ''. .- ... �H1 . a 1'� /; _I....-..W1Wj4Ip•NDf _ .�►1W „ MlANI . • 1WwOrWDAOaOcD. r•, . 1IU/rM7rfr1p1 NNA• CfMNNIOINNNA •. OC0c Oi T1IRrDaE/./• TR 'II,I " it F//Aa1 4Y,44CJT4M1Y( F�rA1DR 1 II {I J. IMNHpNI IA1wY ti .J A V7 +/_ • f ..T �) ;. � � W4 I / Men G G{ i EXISTING '"'ro I [%�1NF_ As, w2m GIRL± - 11� - ; i• �' QAi± om PA4D, LENGTH - I OI saT, /F q• Mp. POW L[MOM a am '10 l• Ya. i (SEE IIOT! I BED) ii PANEL LEICT14 (SEE NOR I IQOPO EXISTING ww \ -;' (ALE NOTE I HELM FUDSTWC A+.w�N as � � f EIIOfEL ��WOW) �' .. _ _._ , a Ass a ,/. •-t0, w 0�11 1 /• A 2NR, 1 .._..., � ,n•P .. __`i7 � i .HLA3/32.1 � � � 7n'PHr�3ISY..} I '�I(Tlp 11 UMD t(4•A TAKVN III 74 � is oC w/1 I ' ROIFAOED i I'IADwID7M X1 OF PLAICE ••-_ 't' G° 0 • •_- - --- U - _... _.. - ---t �1/4•P-2A3 I. _ L.. ;' �I , ..-.�1�M COME � •_ :,/4Y-20d/4YS. W& W/ �(y, ,. • rAIT cm N rl V l/ItiPs/3Y NMO Win ;7J" A 3/32' W44 ANY '. i' + :Z/IY . 3/3:• ww VRSIER • 12 1/2 O.0 II RKMEa tOdOMO) it WU6MIEA w 12 1/2' CSC NUT W" (MVOMI) fl 1 4-0 Tw 0 r O.0 4 r rAPcoN • 6 ac f rr TNooAI w r o c IYR� i�TAQDUWD w/ A,w) I� �I 1-111 YTHMOI BCD w 1 f � �t UVA yl� QF PLANE��r1 KITH Or PLATE -- - - Or PATE i "'-°EDIIRE011000 PLATE - A14 WOOD►ATE _ i8a4•RED - NFOIIRl9 KAtt _- p5H' woo° PLATE WALL WALL MOUNTING ��JI ALTERNATIVE 7Aw b REGULAR PANEL semi 3/8--1 t EEG1'IL64�1. EL scALE 3/6.-1SCALE 3/0•-1" ' FLORIDA MI h ;_: BUD[ R DING COV4d4IOl NMrNcarts Zone) t, IRWLATON6 ARE Ow,Y *40 FOR BUILDINGS My" APD. DLSM LOWS U► TO .55.6, -72.0 or AND MfBL'S UDIffm OF 10 B'-r 4 .amo IKI[pp. 44: N 20 UK QN1lVANREO STEEL STORY PANEL M A i{ 2. FOR was wood Few coNFnXjCTDN woo° tiEmo m To BE sourtem PINE NO. 2. w/ SPECIFIC DENSITY OF 035 OR EQUAL =*'; m/a/MRO tE, ST _ _. ,.� ?) ` E PROTECrT10N PRODUCTS.` LLC. am ww C SwMNM-wro. FAc PMNJeM-OI7 20-1 6 '�'rFSgjp �` ` ao +4.. .� ro°Li w ao w 'All//IIII 1 PE ft 114 i• a�M�1I.A. MM/aaA./ ATIDAR 1,ft GALT" I, rL Fm IIII[f W eF >• 15,L66• (TOM ADM)-- - _ _ ..__._ ,2.500• (EFFECTK NDM . _._ t.l 0.434• Wft TMpX GALIMMUND STEEL 1+E _ U *O• 3AW 2_241V YZy 2.00D• ,2411- . 1 HEMMED 7YP. - D10E AITM 4-651 GRADE 50 NPINAA DRAT 4ax 0- so Cµv -➢RAIL A ,1 .... , --T390•-•U ) L- I.3%Cr © STORM PANEL PYINu's Do UP W/ MEiAiEo-imf �'�J. j I OME�-• J- P ISOMETRIC VIEW DETAIL A 2.0,00' ROUNDED CONFER • ENDS OF PANEL'S .f25 4 END UP W/ HEMMED EDGE. 1 1 .750• w�1w TRACK O -Ir' 1zs• .i yyp• O55• RrrJ -J. 0 3"X3"(Mex4) ANY. ANGLE O STOP BAR it' LONG 6003-T5 NUM. ALLOY 250 1 O RMRSED "h" TRACK 1 A13 1 I � 3.T5o• 1 RYP•) O E 6061 •-TB Alum. ALLOY 2.250.-7 o7r 4 2,500- 2.2N• . E' O REVERSED "u" TRACK T 2s• i 2.000- L.., .. ",25. B- • 2"xS"(Max-) ALUM. ANGLE O Y4• TACON ANCHORS S• O.C. m2 OR CONCRIM BIDCK REOIIKED ,i 1 � YI. fa41w1w4 w r Pw"~MIK[44•M 1 f w4® IF 1 EDSTK� tlUA55 , ' 1 1 1 N { H INSTALLATION DETAILS FOR OPTION INTO EXISTING POURED CONCRETE _ 1/4" TAPCDN ANCHORS - IS r O.C. #2 FOR LIFE OR CONCRETE - SAFETY STORM BLOCK 1/4. /CON ANCrONS 09 O.C. PANED STRUCTURES SYSTEM -6' INK) IJ4• INN ANC1ONS 0C. r0URE0 CO/q,YETE `` EIIOCR REOIARED 1 POUIKO OONCKIE MOCK REOtNRED ci ` POUIND CONCRETE °IOCY 1x UNISO 11/4 E.6.R :\ :LID• \ ECA - ,1 ,}':�I \�. II 1 M� W _� pA � �p I ....L_11 Ei �a GON�TIlG."1 ACTH ,R r.. 6f �� EX DI/55 • ' 1 yy 1 y 1 { I q Z��nnM �� vi..e.r , YA w/ )� - I r'.�i _ �j i 1 1 �LYTTif{ii •�.Tvl 1/". �,• A 1Lf[ t,/ AI•f � N.w AIR e I L' * 1 1 LE:: W ®CM1. °•r A 3 I2' 1WINGO.G1 J4• TAPCON NICHM - A ,/r O.0 OPAGME M W/ I =) _ .-COtICRETE U. owum )Ifd L 0 l�Bi�itl�(IrJliSiAI.IIAnQKSCALE E,D• G { IR I � N WASNEII W TAPCON ANCHORS - i r 11r D.C. (STAcam W/ SRO) FOURED CONCRETE Olt CONCRETE KOCK REMWALL ifflyNtING �� �IQ NIEL SCALE 3/8'-1" SEE M a p P1 ANCHORS a Alom A -VP* -. � SPACING pR AaLHIDB Wo WOOD IllaMl aMdR pa, M Nw YIRQIIw MI ,Imo ANOIFR •TREATS MF Moslem SCOT DIS THA IN a •awMMw,A.a oF.P• aa) 3 ADS ED Lm IIC14MM ADS ED toSi 11YW r101URO ON cm ww Arl �r I4w IN �7 7CA471Kt IIt11LCC Al Aso A N saIn IL" fpwOMAE 1"09 A BL w30 IO rOL1I = M IV THE oqnvm 0 K OUME. NOR PAS osoum 1 1 OWNED uF Cw NNL ACT n ME LESS AC NNW MINIMUM SFAD --__ _- MeEACHANCHOR TYPE 04 THIS SCHEDULE !I CD 1 E.D.• ED i , 1'{..` ...114's-2AJ/4'$.S.fM -.. ..: i.. -.. Y/rh3/32 WINO NUT WASHER N �/6hit/3r 1101110 NUT WASTER is 12 1/2' O:C pEY01p) 1 A TAPCON MOTIONS, I .• TAPOON - __. I/2. O.c. ... _ IN 4 1/2' CSC CONCRETEOLD".....CONCRETE OCR CONCRETE ROCK REa2RED WALL mougnmo !jAIIATION SCALE 3/6'-1• SCALE 3/r-1- FLORIDA INSTALLATION DETAILS FOR OPTION #1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES III , - 1'; V4-r TAPCOM a r D.C. �� �• ! I/4•r rAPcoN a 6• ac. HFAOER 11ON Ai W'OCIO 1'' HEADER TION AT WOOD it I k Moa."GO WAGER 11 I Yw. REQUIRED - YAI vim QUIRE roQUIAS (in Ao, i - f1O1M1em AA '. i• W.. m.m"�- 01M 6wET q) ':.::��:_.. on EIFK,WMIMK r um ro ufa PARR LENGTH PAWL :.-... __. .. LENGTH 1 °DEW) 1/4'r-20AH' (! I KIM O- Ox afar , .. :.. I (SEE NOTE (SEE IOU[ 7/S 0 A 3/32• 3) wIW NUT : 1 ' 1 1 , I ( 0 I ED 2•N' NOGG fMTE iI 'J/I'r . 3/32' WMG AUI 2'.4' WOOD PLArz � i! 1' `'.WASH A 3/3Y WNW NUT REQUOMMASHER 1 ° ,/.• O.C. REQUIRED WASHER • (BEYOND) 114-10 ►AREUATE Pk 1. (' 114-10 P"TE �6 1/TNBEAOm M 1 7, WIb 1/TM�11 W , 7nT,ON ^ ' AT MDWWH OF PLATE AT MOAMH OF PATE ' �rcP P: TI(�/tip SCALE 310--1• Q•: EN '••. T SCALE 3A1I' 3:. �tC SE FLORIDA BUWNG CODE I h 1 mm. No 4067 . * { °F°°° xuo° ro 20 "" GALVM6ZED STEEL STC 1. RISTAUATDNF ARE ONLY VALE POR GUUDOM AIM ASM. DESIGN LANDS UP TO 495.6. -720 PSF AND PANEL'S LENGTH UP 10 e'-6' , Y. FOR NEW W000 FRAME COHSTRLCTIOTN' WOOD IEYBEM TO K SOUTHERN �I ATE .._.' ...._..". 'L ECO IM6. PROTECTION PROM 9` Hop jw. e1 31fpT PINK NO. 2. W/ SPECFIC IOW" OF O.S° OR FAIL �fp,�,Ny'•... DRtd •' a /IMF 1L 3U14 0•-ci%C ... �'4 `Nw.�W'..w._..7.►. �w`Pr� �� r woa fRRyFM-wM. Apr (aaR J'/24 4/ IM2 NOTE It SEWN) J24 4 I/w/a ®,® lslx NOR 2 s61DW9 /.V`� s i ' c. ral ooNwORMLrTF wa,oRs: e¢ a I-a�; SC4MmMS NNf¢+DIe w M" >taA °W (••H'iMr� A 2 vNr t/4 - r li 1I 1I Y T T r'4 T- - -t1 60 % •L• I (FRo :�wbi ' ' (IIEIioli.:wllf lIIIIOOW wlg) (IRO'.,OR iwKU , ! (42F .wa( ,I♦x EFT[ 2. 3. 4{IRa i I I I 1 . °EE NONE 2 3 A HIIOA 1 I( i iI t I I ttl iI It i' 60,.'tW �W6IywRSR'�/ 40 7 L. 11-� ,;S3ETEEDsrroiE . saDW,• a aHM MR Row'aBaWR•wm 3,•�ifk� 71F1R 3 © "L:I - (V So TMRTON6 OY SI 26 OR W/ OR N/ • Iwsr PANEL TO a INS7ALLLD AT Uia4 TYPICAL ELEVATION FOR 2 OPVpNG SHAIZ At%%" K PROW w/ REM NNDIE M FACYRAN X.01Anpl, C-2 HMG STORM PANEL P NTDRYD ro K NSTALUM FROM saW[ . ,•Alftm 01M OF STRUCTURE 1IINA 77_7 7-77"'K 7 \ 7 -77 ="`77 \ 7jf/,* ( a0w/4Rw/s®,0 a�.�ic1�QN A -A SORE aI$• . 1' IBnEs_; (1)., DEEM006-Of 5ERM5 =W,, E - Z RANG STORM PANEL SYSTEM CONSISTING OF PANEL . Cont. TRACKS TOP a BOTTOM (2) (rD PANELS STALL ALWAYS K CONNECTED 70 BOTTOM TRACK OT ERN'ISE A STOP MAR L4J SHALL OE PROVIDED AT TOP OF SUCH PANELS. (3)j4E.-2oA3 4• 00�7��MA/3'!YMONSHALL VG NUOR f/4PI13/i"l5[TU6ARW ro NAPPED BDtTOM iRACk LACA110N OF FASTENERS Mr Bi Al EITHER OF TWO OMROR MT RANGES OF ENO PANEL 14) N C41 TIMT VD PATERS ARE NOT CONNECTED TO BOTTOM TRACK (Lr. A STOP 6AR IS ONLY U6E0 AT TOP AT LEAST TWO PANELS $HYALL K CONNECTED 10 BOTTOM TRACK USNG SPECS NOICA ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION Or PANELS TO BOTTOM TRACK MY OCCUR AT ANY PANEL LOCATION (5) SEE SECTION 1'. 3' a A' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ...._.._.. r YC4. 2724 No V/24 W Mm N Kum) 1• MITT c4NCNM AIM3FIA -"(M•�wA a• M.. Oa soap" am w4m 36 ; -� 1' NMI. .a, • 3 wa Do In - 1/L •(oa,PirN�,7•-r,-TbNliEi) (INiinoe� lN�livA+EL) Y wNw7{ �As I I E 4 ML04 1 I [T-1 Y�lj 11 40 X -L' FANFLMOE (YUN) Wrgpa�pE LOCATED-'2`�- �A.TOMLLIE L,OC/.TDN 1141DIOROR►AI[SS 1/8 le• • LASH PANEL ((T t0 K -M-0 AT FICA 4YOaF 9XNi ALWAYS K PRWF(O rjrPICAL ELEVATION NIGH "MINE TO FACKIFATE MTAIJAT& -FOR.. SERIES IF MOOED To K INSTALLED FROM, _ W= or STRIACIUW SB62 W . , I/4• Il.c TAP VA. ft4 GAP �•• PP 1 ov SECTION B-B :rluroN�°rNe°u�"a (t), 1HFMI110N K 9Er11FS tom: E - 2 NANO STORM PAIL SYSTEM CONSISTING OF PA/EL IrTRACKS AT TOP A PANEL►ATE PLUS OR 15' LONG l BOTrOY W/ IYNEILATES. (2) END PANELS SHALL ALWAYS K CONNECTED '10 EXI SILL ANAL BT MEANS OF PNElLArzS OR. 6 USED YW/ IS• LONG TRACK AT BOTTOM. END PANELS SMALL K CONNECTED Ta w/ ,/41-20A3/4 S. W'/ T/6'YAJ/32P, As WOW NUT OR 1a20A3 Aft.. MULISCRELI' tNTD TAPED (�(X DESCRIBED ON NDTE (3) O ). (y� (J). FOR CAM w11ER END PANELS ARE 13E JONfLY W/ t6` HANG tTRAC�(.(P AT DIET ENO PANELS ARE NOT canNAeet'Ea TO BOTTOM TRACK (� 7L STOP STIR STALL K PROVIDED AT TOP Or SUCH PMIELA. (4). FOR INSTALLATIONS WHEN ENO PANELS AM SOME INTERIOR PANELS ARE DIRECTLY MOUNTED TD EXISTING SILL wµ1 B(��KIWIS AT K PMMEI3MTE5, ONE MOOR PANEL TO WALL Mi.. . DIS'IANCGToo s MAY K USED JOINTLYFD4DMINGCASSPQ(A]C6!(DMOR PWNFl USED J0(B�BL WJ %3 DOES SUOU THATroA/MACDO PANES TOT NEED 1FE LEFT a ROOT S 1pTplDis i� HAVE TIER OVERLAPS RETAINED Br �. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' TAPCOI ANI'ADRS 11" TAPCON M-04m 9` O.C. • 6. O.C. poum 0. KOUOCR[i[ rt ! REQUIRED BlOf3(. , 31/'• `� AI/,• 14K. F- '• MI.A. [a• , i E A \ ('. A . 13 m _ "i,4-1p•P pMlE1ANTC P4U5 W/ /6•W . s/ar WwI) NUT NWBMILR WAU ` EcnNGEMDCK REQUIRED DWALLATM IIA� EL KALE 3/8--1- �/��• '/4•• eQ LGII IS • TYPE t AMC11) NIom HMS W.pa. LL YID W RIAOIC NOR rOrALLATad II/ID w000 ,L, AYOal1 �w OAJ S 7 AMA ANIC a om O AAM $ fF'WAVA Am U/raRA D00E AM ON nos •Mra4wIW 6.Mr.r Oa, - 3 3 _., Lu MR Last THAN lamwi NIL 11YN IFR'A/FD pN _ Y Ay OwrIY 6YP IN 3 ! In RED M "npL104111ML R WAO ANCHOR9l4 9 F W lOWINAS YF&. rblR V MIRK oR F CTOW IT THE CP WZ taTO BE FACTORS TOR t143 1oN K FmMLA 1 1/2• Ap - WVAC* 1I FACTORSTo- *W ACTOR STRIA Trot 2 _ - K um TWA MO M tEAC 11 N O RTWI YACNC YICHO(D ra EACH A1CF11 iYPT ON TMKs mMmIAE __. _..._ ....._.._ r .Im +m DEIIEIiAL NOIEffi YYJD E-Z IY610 STCS111 PaMF]_ SYSTEM 1 E-Z HANG STORM PANEL SHOW ON THIS PRODUCT MMAIATIO N OOCUMENT (PSI) HAS BEEN VERIFIED FOR COMPLIANCE 04 ACCORDANCE wTH THE 2o20 (7th EomoN) OF THE ruoNu BUMMING CODE. DESIGN WIND LOAM SHWA BE DETDRMINEo AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQURED BY TINE JURMOL70M WHERE THESE SHUTTERS WILL, K INSTALLED AND FOR A DRECTDNALIFY FACTOR KO-O.BS USING ASCf 7-16 AND SHALL NOT EXCEED THE MAXIMUM (&SM.) DESIGN P6ESSURE RATIOS INDICATED ON SHEENS 25 a 26. R ORDER TO VERIFY THE ABOVE CONIxf1OR ULTIMATE DESIGN ,WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO &&a. DESIGN WIND LOADS BY MULTIPLYING THOA BY 0.0 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 25. 1 1 ORDER TO VERIFY 1f1AT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x SYJW" W ALLOWABLE STRESS FOR MIND LOADS WAS ME USED IN THEIR ANALYSIS FASTENERS SPAONG TO WOOD HAS BEEN OEMMKO IN ACCORDANCE WITH N.O.S. 2015. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MDfrO ED CODE AS PER FENESTRATION TESTING LABORATORY, INC. WPM / 2032. AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED O4 THE OUTSDE Of THE OPENING AE.CESSING THE OPENING FROM THE MW W/O THE USE OF A LADDER OR LPT INS APPLICATION IS VA410 ONN INSTALLATION IS INTENDED M K PERFORMED FROM THE WSW OF STRUCTURE. 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUIME HUNG WENT INSTALLATION 5 I K SINE WIDOWS REOtIREO O PERFORMED FROM THC 04310E M STRUCTURE. 4. SINES 2000 INSTALLATION IS APPUCwRE 10 SINGLE AND Od1RE NUINC AND HORZONTAi SuDERS STYLE WIDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. S. ALL ALUWNUY EXTRUSIONS 70 BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I. AU ALUWNUM SHEET METAL USED AT CLOSURES SHALL. HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL. WALE STRUCTURAL QUALITY STEEL. ASNA A-453 ORAOE 50 Min., GALVANIZED STEEL DESIGNATION w/Fy- W.5 Am (AFTER ROLLED). 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AMP SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50012 W/ 50 1W WELD STRENGTH AND 60 bl TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 B. BOLTS TO DE ASTY A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. WITH 36 MIN MINIMUM MO SIKKIM. M ANCHORS TO WALL SHALL BE AS FOUDWS: (N TO EXWK-. P2rrO CONLRETC 1/4•P TAPCON ANCHORS AS MNIJF&-AED SY ITW. BULDEX• PC (ION, VC-31112 PGA..) 1/4• P X 7/I' CALK -IN ANCHORS. AS MANUFACTURED BY Great INC- (MIN V .S100 Pao) 114-10 rANELAATE FEMALE f0 A PAIEL.VIN E PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSiM1CTK)N PRODUCTS- (1'C-3350 PAL) AT) MIMMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELYATE FEMALE 10 a PANFLUATE PLUS, 0) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SMALL BE IS 7/I• INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED. 1/4• 0-20 SS SDEWAK DOLTS ISCD SHALL K LONG CNOUGH(SHOULO ANY FINISH MATERIAL EXIST) TO ENGAGE 3/11- I/TO ANCHOR& A3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGC SHALL K AS MENRINED IN AI) AND IN (B) I0.i T�4E EGErRFTr elOc[ WA 1/4' P TAPCO/ ANCHORS AS MANUFACTURED BY 1 T W BUILDFX. INC 1/4' P X T/B- CALM -IN ANCHORS, AS MANUFAGTURM BY DtYIAU HNC (rm-ISOO p.WI,) 114-10 PAHELJIATE FEMALE ID AND PANELwTE PLUS AN.*M, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (rin-2071 psi) m ts e soow W YYY r EJIMIB2J OLASL l_._ Ir a i � YA r/ f/wY or 1 1 d e. ,4-10'Y PAMRWrz IRIS w/ ,.-..._,._,S�,r A 3/3:• wNo NIIr NNxET1 (IEYgID) POUR FLOCK OR COCONCRET NCRETE REQUIRED WALL tlSIALLATION • LIFE Shan Vl11._ WALE 3/e.1' ?AHEM 8.1) MINIMUM DMBEDMDIT OF TAPCON ANCHORS AND PANEUTATE FEMALE O a PANELYATE PLUS INTO CONCRETE ROCK SNAu K 1 1/4- 6.2) MINNUM EMMMMEW OF 1/4'N X 7/6" CALK -IN ANCHORS SHALL DE IS 7/0• INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MAIERAL SHALL K PERMITTED. 1/4' 0-20 SS 'SIDEWALK BOLTS USED SKALL BE LONG ENOUGM(SNOULD ANY I110ISH MATERIAL Ex" TO ENGAGE 3/4- INFO ANCHORS. &3) R CASE THAT PRECAST STONE. Ott PRECAST CO WIM PANELS BE FOUND ON THE E%ISTMAG WALL, ANCHORS SHALL K LONG DIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS: ANCHORAGE SNALL BE AS MENTIONED IN B.,) AND IN 6.2). (C) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUfACT11RE/1. IT IT SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE THIS SHUTTER VULL ONLY K ATTACHED TO CONCRETE. BLOC( OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK AI. SHUTTER COMPONENT EDGES WHICH REMAIN R CONTINUOUS LACY WITH THE &AGING 10 PREVENT WRD/RAN INTRUSION CAULK AND SEAL WRITTEN TRACKS AU. AROUND FULL 13. STORY PANEL INSTALLATION SHALL COMPLY WITH SPECS INDKATED IN INS DRAWING PLUS ANY BUILGNO AND 1ONM0 REGULATIONS PROVIDED B< THE JURISDICTION WHERE PERMIT IS APPLIED To. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAND STORM PANEL SYSTEM" IS PIATDB R2oING 15 (A) THIS PRODUCT EVALUATION DDCUMEM (PCD.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRODUCT; I.U. WHERE THE SITE CONDITIONS DMATE FROM NNE P.r-D. (6) CTHIS ONTRACTOR N THE �PURCHASE �VETION CCMSAFETY OODUCT USED OIRSPLNSIBLE O PROVIDED IE/W DOE NOr DEVIATE FROM INCONDITIONS D N THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON99UTV'. (C) THIS PRODUCT EVALUATION DOCUMENT WILL ENE CONSIDERED INVALID IF MODIFIED. (I) SIZE SPECIFC PROJECTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WELL BECOME THE H:FDINFER OF RECORD (E.O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE O. fU4GIlEEN OF R[CORO ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SAALI. SUBMIT m THIS LATTER THE SITE SPECIFIC DR40042S FOR RCAEW (A)>CORPDET H1ATBHNrE DATE ARQ OR,CI4At SEAL AND SIOMTUIE OF TMHE PROFESSOAI DIOIEEA OF 1e. STORM PANEL MANUFACTURER'S LAIR SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN ACCORDANCE WITH SECTION 1706.6.3 OF FLORIDA BIILOW6 COOS. ONE LABEL SHALL K PLACED FOR EVERY OPEMHO LABDJNO TO COMPLY WITH SECTION t706.6.2 OF THE FLORIDA BUILDING CODE. PANEL INTO POURED CONCRETE OR CONCRETE BLOCK a11KXew w.M �wwplAwas,� •-q4) �.I Pt Wy3 p�lva1°�i1rAImAE 1-.iD,'�� M tANa, 2W :. OA'oe 4N � Pwalllw�f M � � P4m AR �iA"'olp3s � ` _ \` I 5 , � \1•\, ♦. \;\ Pwf�cawW \ \ Xs` '1 Twee a°� papN 1 I I ; yy a aH 4+1 to � 1 1 ` f $ i EIOM i iwFY:ri w, 04 i 9 ) a F"Nof/.v- /. fOAMTD" ' M>dCwPl'1' K'/4 °,a, I T�p SU tl ft/pI S lr /.v INSF4 w TAA6 I TNF� S ro e1Ass 4 WYw I OiTo cu I M Y 1 /VON *A.AA/ ; i A4alAP ro PKASs. I a H I 1 1 (AJ( I 1 , $ 4 � � P� r � � � I � 1w//.�► a•iw4 � � q� i , AF It ItIs 1 A�J.�� 1 I I.n ,..... ."1!R] OW , M + pi 4�i�M2HIO� aKJf�. •1 g !w•"/'S✓IMKrPALH- �I6Rw/ cKf. WALL AND DIRECT �uNT1�IN3T. rPm�°N0"' .-ts tYl /alwoo WALL MOUNTING INST. ALCM,I. 0 swr -1 FLOW TO 112LIHG MOUNTING INST. BUILD -OUT MOUNTING INST, a[ALt-,• g SE- SECTION 4 SCALE 3A-1' SGAL 3/6-1- �/ � SM O NA M1IHIINN/ N 4�eroTAawRa l • S 1D 'f6pFrz Mwo 162WNaN ,6R w IN4w ,A4xr is g Mold l a 44167 © 0 At6fALATON. /Rr4D'RI41p°6Ar 4/4Y . STATE OF •+� ,A>Im. rc. ID. • IDpC OnN4cl SICALEN�11r . 11 �CEIiL�I vwf " `" -„ .... 1 L E C O 21 CODE 1/ip~YiIF Y-iYIC F101;/ TAT/ N N d co OL C .- U � to .f- C cuC� O - O C O O W Cu O p p cu 7 . E /♦6 Q cu .0 . C/ / ct a z z W J tin N I 4_ O u o. o M C•5 fV C cL. An 4v Vf d 4O .e[ r t 3 CL aP aF E 4ato = -CC a 2f. CO M- AC y 42F 0 .N v 61 OS C C N C c ED a � L O a. - CIO♦••/ W QI� .� U) cu o CL CL U clu O L_ CL V (1) Lcu W Q Z Z Q J IZ SHEET N0. SH 1.2 MA.R O° OU � mVNPM ,.= .m. A411.0. -7DJ W OR Ums 2 9/10' BORED • 1'. Y, 3'. ,TN, Zlll AT3'W •04.0. -783 7a' OR LESS 2 7/6' tm,m . - 4' A 4,W - PVLRu..TF'r ;/+--].uAJ/6y ... R WI+WJNV, Al WLgAy w WR W MATH. LUNWIH PANEL .3•, 2•I: rl ,1,I.M ,ICE• .,RI .,H.IRI •► 1 '; l .l .MI 1, 1, 1, RSA. MA+IMR AwSom SIANDND FOR 1 L 0.- 3 /2 ^ SECTIONS11 m ANY COIIrIAFTI&OPI P TINY AAWIAN ,wa unsm v (m) PRESSURE RATING ./.1. TAPOO S __ PAPRUwL FEMALE 10 PAIEIAItTE PLUS ro mllatlErc ro wMCIIETt TO Gomcam m XXtNrA[t[ 12' N/A 1 12- N/A 12• N/A 12' N/A V & 2' (TOP) it' 3.* 1 o• r 5- 4' 6• 4' S.+' BOTTOM) 12• 3' 12' 6' 1• /' r IV 1 sorroo) { 86.0, -18.3 N/A N/A N/A N/A N/A N/A --- 12 1/2' It` ---. 2' (BOTTOM) 70' ON LESS T A 6 1/2- N/A 4 1/2' N/A 4 1/2• .1 3, (TOP) 12' N/A 9 1/2• N/A 9 1/2• NIA 3• (BOTOM) I2- E�/AI2' 12• N/A '- 12' N/A 12' N/A 4' (TOP) 12' 6' 12' 0 1/2- 12' 1 IT- I ,2' I IT- 1 4' (BOTTOM) 0 UMm TD S&0 Pat. ASD. DESW PR(SSLIIE RATING. ►SEE BMLT 24 FOR AWr10R6 TIN,[ & SPNQNG FOR WRALLAr&d IPIa MM FRAM[ SILOID N.T4W41 ANCHOR SPAXMs 00 46"0 ECK OWMa AN PIOICATED W TIM SDOCULL COW E.S. MSS IF" INDICATED ON 90NUU REDOES ANCHOR SPACING BY &ULIft"14 SPACING SHOW ON SCHEDULE IF Dr' FOLLOWING PADMNEL FOR not OPDIIDm TO K POSSIBLE. mmm SPAOMD DROWNED LMS FACIA SHINU MK Ml29 LoaTINY AMAIN SPACING 90CATED FOR EACH ANCHOR TYPE AT mom m 1/4'. 1/41 1/es 1/416 CAA AM,O MAWS ) 3 J1. 1 /2 rest -ow M1333"RP LL I6,•) OW„414 am0+3 -s 3 I� •••, 4- 'am 'A=low M IOR I1/r - - - K._ _ p Rao - i.ao -- .0 - -- S 1 'm to 1 1 + WALMS MN. DISTANCE WILtt IU WTIOM OF PANEL __j1/2• I kAID (1)TO K: 1/2' -iV.A 1 1-0 ++ REQtXM M.A DISTANCE SLIM% COTTOY OF PAWL + APO (D m BE: 31'r + 3/t6' V__.( MAN, COMPONENTS FOR REGULAR IFE S FETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l') -.-15.125• (TOTAL WIDTH). - _. - . __. . _...._.._ _..-_____12.6°D' (UnCTNE WON)- -" - - _ _ ---- I - _ . V(.:..� -' t03 I 1 ( 11 '" - MVLI® /�-y-y to alSTUD .1e6= 1.3e0'..-. t,230' _)OW Alt- ' .D00'N ..^-1_)SO•.- .-ISsp'. _. 0 1/.• H,...)--- .. ...-..1 ±1.SD0 00• '' 10• :.1 MI•K2RlWKISBI) ,. V. 1 ! I i, .SILL, F.. . �� T - �; Je410 '250 1 1L 0,02♦' Mw, tH10X . 15 AA • . 3.3M' a7r , 1 !IELWED -- ��7125' wLWI12fD sTEu �! .Der EDK MIN ABU TM I 2. 00 y .' Y. lali F L L.------ 71, .�• 12RAK 90 IaAR9R1 HWMCO' " . i. _ -J A a-00 aALv. COAL . __ 1 __ K _ '- TWO. ® STORY PANEL r' - ` - - " - - L___ 1. _ . OV L 1.354• -L350' - OQA& A- ,- 2.000•--- I PAWLS NEW K I W/ 1 ALWAYS '- -. 2.39r- - - 0 EJa AT LEFT70 SIDEawn 2O rN" HEADER (3) -r TRACK O4 ANGLE WITH STUD rw Up mac ' I W PANEL OA24• STEEL � S7E[t RAWLY DAD Ur ��/ D W/ WMMFV 1IDGE / ' M., 1 .j70' WLWMIZED %' ., 4.0.03' 1 I. 1'0NR > _ I e0» J �,- - ` `AMR ' / ISS'1 a2)0' I . �- ; (J1'('{j1 ' 1 . .:.... .- N -- 1 S �. �`"1--__'y '.P.ers o.ns . D.x6o•P A,_ 1 . 1 40 , 0.025 ) . - I �.�►ANEL „ -1�3 OR ,I- 2.250' -., �2 =M J= VIEW DETAIL A . i'l. -'..4 �-.:-:�+or n-42-11 I '12 0'1 ROUNDED CORNER • ENDS M PANEL'S N . i°il°47.p1A•_. i :' -. END UP W/ NEbMEO EDGE. I .126' �2.37S• (N.T,SI •T7s• ' "T� o ym AM" 250D' I Tm[ PANEL 3.750' 1 1 .091• ") HOLE WASHER O 1Fly HOLE AT PANEL 0 6 76D ' ,7B. 1OS-KEY 072' {,YP,) 11 11 3105-HIS♦ ALUM ALLOY 136HL � _ _: ..I ...1 Wu"� 1 -11 � 21 -SR SHEET 6 FOR ADDITIONAL : -.: ,750" _. eIY UMRA" M P SLEM LEW FW d I ('. . .091• 125• t__ ONLY MILD FOR NWAILATIOMS INTO ,.250' .37S • O SLEUM Z 1 /a" +.- N ` _ (TV.) A tJr WOOD 51INCYNI ES. +-I SAX, LENGTH , 3.730• I ;4 -(Y -.193• - 2 50' .. -. - 1-.116. O -- 1 125• 7.000 W A4D• , (,A+.lI 0 •.o, L �J (7 REV_ rNW HEAKR O "U" MEATIER '_ j- j7S0 / ..... 1' YIN ro 5' Non _._____ . '- - ?.ON' ... - 1 iM 1 • (& S MAX, ANGLE • O OmEAi • r 11 �� 00, (USE ©r (I 1/TIIANWIDE) PANEL `".. ... �' 6a s. �: "70° a7s. - � � VIE..... l`� D'-. T ) 1 1 0°2' ORGY 1.e7, )1t T z.6o6 E r♦ t / lia• Met.ISx51eN. }; i No.44167 s FLORIDA BUILDING COD E HI h Velocity HMMc•IK Zone) I' !j •III. "YIN' 2 ® e © ( IN 096JY gRCq NC. PA 24 GAGE GALVANIZED STEEL STORY PANEL ::�1�21. L_ - J ' , EDIT ____ 1 ,,.+ .. _ MVN R. { (TIN.) ! 050• ��• STATE OF �i�1•2.D00'- L. _ - - l ..I_ _-T . - SEE YC1gN5 -. - � 1• Q •. F Off. R7/CAM �- 6 IL ECOINa. PROTECTION PRODUCTS. LLC. DAD. _L M1ro SNn61�f IIIQT TWA" TOM 1w R Ir IM t�4r -m w , ��� a '1HLL •h-,m "•a- (wMr"iHA FA i9DANr TNT 20-175 awl• o I.M UILD w o ODWII". r LPL OW.Rw ,n ®1 BUILD -OUT "F" 4 GILD -OUT "f" TRACK ©t ® °0°°TLIn �, .IR= A NDU (ZAh" 3 ALLOT') P.E. RALAIOMaIAW/61•lE rM1uCAA M VAF r Pi r' •Q, 1 M is INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALnmMTIE CONCRETE CONCRETE ANCHORS., EXISTING POURED _ CONCRETE... ANCHORS LOCAPOPI (SEE SCHEDULE ON SOM 9 THROIUGH in) EXWM POURED CONCRETE (SEE scmemu ON SHEETS 9 ymmo N to). DR CONCRETE BLOCKREOpEp. REQUIRED. IERNAtE LEG OR CONORETTE BLOCK..... r//,1;/. ft?y; , _ iD `% L TION eONCRETE m4c *" ; G, R ✓ ' (SEE SCHEDULE G ' O SHEETS 9 THROUGH i� Z i i / rr -1 1 , 411' HITS .'rn MOD low a - { ii,(Y I / i/i ._._ - .... CONCRETE ANCHORS �• .'' 0 Is Ipr Ls Y1 6 ,J ,n• QG. N/ HAM' i _) i1 7 1 (SEE SCHEDULE ON H7J• _111;_ _-.....-./ry 1 1 1 a- 9HIO'15 9 THROUGH 10) , ,,, J Y-JNr ti .m:N,4� 1 LD �. 1 VfF ( i I 1 1 ED ' f'� 'I.�/!y./."_ C l• A10.. PANEL LENOT14 J 4/ I (SEE SCHEDULE OUSS I (1 1 I f1 `i _; 'C.� ONE D 1 LRn. 1 MR SDACEOIARi®_ E I 13 GOLriI O T 'Cd'.. /�f v I 1 5[PAMRON I 1 , � E. _ . °L 0 v �. " ' E I TO IXASs. ON SHEETS (SEE SCHEDULE I 1�'4'R"' 9 iD I' y f1T 1 1._ .. (Vat +OR FWAn D L6aN Par-r) M 1 UN M (SEE SCHEDULE TO CLASS r//YD-Jan' -. (SEE SCHEDULE ON I s.! sa» Rk% SEAL 3, ,�AaNIW� ( '11 Y _.TORNsal _, & E ON SHEET 3) 1 . - F• SPACER �II 'I• W..1 YL7r: Nor rm,m UNM OAR 14n PANEL LENGTH 1 I _ 1 .. ... _ F . SEPARATION L ON SHEET 3) -,,,,,, I -•I _ ..... -�1 I (SEE SCHEDULE E .( ... ON sHEL7 3) m -EI - I' - - 1 I -•�Y I I�7) `••v oiAss ( JV- -�� a M. ____.. --. _-I 1(sE[ S'CIWIAE J ON SHEET 3) 1 IWAX. I O ,� N - OF . -- - - - . i �c ED �; :,: -_' 501IOI 1 . 1 M l' \ 1 MAN. 1 I 1 /' : i ..(', .. /_ • SPACER I 5O1 1 1 O 12 1/2- aC. � .._..... / LENGTH I ILAIOF IL• . I 1 �// ,? 1 I 1 - _ t t 1 _ -.1 Ll''P• MW SNIT N 0 t/1' oA:. ( r. _____ I ---- 1 CONCRETE ANCHORS ` EXISTING POAEQ 1" J• ., (SEE SCHEDULE ON y'• CONCRETE sw SHEETS 9 THROUGH Jo) .. N. � +� ' ';��.; v LOMOREIE N4CNNORS SEE 1dE0lKE ON / .; -...... .1 ( ....._ I SHE'ETS 9 TIROUGH 10) - i ,•: f pl2 1/S EOND WAX. AI.UWNHM ,"..°iY""".'�n.` REQUIRED 7/4 CpM )OR r �, V SpAGERB e R 1 4• o.a VAUD FOR ADAMFL t\ v�/r. _. COHCRE7E °LOCCC GRID ND EXISTING POURED CONCRETE LENGTHS PERLHE 3. COIICRRI ANCHORS__ +';�': REQUIRED. BLOCK I' MAX, LONE ALUMINUM SPACERS e "-...."E.D._.____ SETS .tjq.,.`l`.' . EDREEE 12 I/r O.C. (SEE TABLE Al OM ROEMN'D) .., SHEETS 9 & to.) CEILING A1.1 OM MOUNTING SCALE 3 9-1• - SQL[ 3fM, 9011E , t SAW: '�CEN�`, % FLORIDA BUILDING CODE Wn "BIT VeI1Jei HurFWan9 Zon6 0. 44167 am a'A00• m 24 CAGE GALVANM STEEL STORY PANEL E.D. - EDGE DISTANCE �_QF_=DQN5: _ i*: * . _- 1. STATE Oe _> 41� M' r.- R/sY/Ia• IL E C O EKG. LOBAR PROTECTION PRODUCTS. LLC. DATE: ( SEE SCHEDULE ON SHEETS 9 & t O) Top & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAIJUION. f p { o� �ORIo E(• ✓ y.1/'W C 1 �••"�I E/'%/ tm Lo I/ sww RANI•, k 31714 YR wa r. Ir MI R'RDa n n,r 20-175 wr,+LBW--,AWE Nf-,W JLoIi:. OA)1K-N4G Wi: LMF)IKdN7 r w r DRMYII9 W. nH IMLm A f r , IF A,.. P.E , • 91RO 9 O Is INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES - 1/0.0 LAO SCREWS 6 I. O2. P/ ' YM TH READED ,OBAOE4 PpETF41KW 3 Y:n. 2'P4• W000 -`-- - 1/4'0 LAG SCREWS • e' O.0 W/ �, ro [21S1PIG WOOD -CAM + T/M'1 LAG SCREWS • 6' O.0 W/ �! , 1/Y Mn TNMAKD PEIIETRATON - I praSQ""aWE° I ' An. 1AAEAOED orwrRAlom ; t 0 ENdtP•0 .000 •S.AIRA. n • t 4)c4a p•r,• S.rs. ' ro OraTnHo Loco INEAOOI IN -TM,• 1 I • U DA W(D ! ,I 1 '{'O.,TDP .' us. _ rAw j 4 c,.N. / s.Y s. -, 6 c4 IY/ 1 / 9__ • G END OF Q A 5 U' ,.�. -W • 7 OG r /i. i p I' lAQ S I 1 � C4Pl ♦, i7 SCREWS • B' O.C. W / t / / ry ,/7 THRbq.'D PIrf1W1 ION Q �I OLTAM 'n• & .,f_...... 1 „,4 Y.E. W/ 7/61::SnY l0 C"ITHD SOW HUMS NOR_,A °rWMl ) OF YUT I,.) I 1 OF MRY (,� RYP.) 1 (SCE DRM 1/2. & I A"w. POP { CPnt 3 i`' I ev'Wr MP , ...521E,.I11KL. * LA SY_s i1•1 -� •R„W; ,MOTH OP[VEIN ® . EA EYO DF 0jj�Ihm :1� RW�A 'l T [ DE"+Al 1/2• & �+ 1 T - � )I WOOD TONER REa. i D 7 $/f 0' MIn. I t 4'P- .• gyp•,' ,//6,Y-20,.1/0 7 //1.r A6M1 � 10 ClAs N 1/ " / +' WIN/ `Ls I - SCPARAIION �/,'•'21A5/•' r0 MISS. r/6•Pr /31• y - IO GLASS 3 1 I-1 1y WRAC NUr •5 t2' ac 0 I 1� b ESPY OKRA _ _ 9 2 1/0• W tt M D,E.LA q 3 SLPAAAIIpN .-INS/1' - 10 CUSS I/4"P-l0>J , _ ). . i 2 S/f e' Wn Y//&�d3 I � M'JIEW �g 1FUIG / � f C: I GLASST S I PIER, ovento EVER, LNIEFI JF ITO P ; I I 1, " I $ I�11 I 1 ` ��" r , I 1[g11 I 4 r -- i Mbf i• �� r ..1 it N _ , I I 2 I 1 ♦b_ . 3/4• Y.9 M _.. 3 Lbw, 4.tP r_- IY/ 2/&'NISI , it I - ' I ii __I.. _ _ ._ _..._. • u•6c .Iit I r I 1 C I - -I �'I II'd' ,NP..1� ( -) .t' ; I ( W �• .E _.. ' I, t ,'r PANEUNrc riANAx o 6 I - . _J__.. . !/,'F.. T/1 ti / . FEMALE B 2 F N11r I' PMII+ATL P1 . �( I/•'•-�o%4• Y.S. I ryrW.T I NOTE to K1RIW) PE ON& 12� O.0 _.__I 22 ,.. ', .1 �11 --. 1' MH �- ^I11 Dtll t iY-YAS/,I /•' Loa SCREWS s E r*H 6 IT �.. 3/ s ... I x n N +'F'•IA7 ,I. I 1W Dr DI15LA/1TE A) xoon 0. FUT aR ar EDLI�i ° - 6�°I A-IL��ry�rjy��A•' �,. .n f� rat 1 eElar) I; 1♦-Itl PNIOAMTE�/ t1/ (',p.0 Am a Mom" ; 6 WI 7/e 00/32• 7 D : PETa•TluuaA . 12 6 :: �• :, v., 1ir1G TOT 1,2 DG - SEAL loco 1/4•P LAG SCREWS 6 e• o.c w ' ,/4'/r2 ✓A SCAM & e• oG. W/ • I,-0 AM. 1 IR• Mn TH*E40 HKTMfiN WU2PLATC NLAWRD &Ili•w Mh C PLATE PENRW,OON MT ANAOR ON rW.1 SCREE ,/4`. ' ! 01A 2REC alo0 RAT a On WK INAlC WEQI1Mm FLAT 'W ALTERNArnE 1 _ SCJLE 1/.'. t' MQUIJING EjAQR T011� c�1 JLQIiHT1�lSt ,. VdTAILATONS ARE ONLY OUD COW WAGON" WITH ASD elpW LQmS ALTERNATIVE !'W i.. SCALE 1/.•-,' U. TO +66.0. -M3 W AND PANEL'S LENGTH W ro 3'-to�fi" u �p1N+rw'ill; 2 FOR MEN WOOD FRAME CONSTRUCTION. WOW MEYUTJE 10 IN SWNENN el . .PR tEA.....ut/l SC.AD. 1//-.1• 0;7 PINE Na. 2. M/ SPECIFIC OEN m OF 0.56 OR EQUAL "'•✓��.��CETffF ''DsFLORIDA BUILDING CODE iN h Yoloc HurHca" ZonR � z `0010 n' 1.'E. N0.F;%W#_1 FPSEE 92CIFICAT0�Q AID KIKAA>yF,05 FOR IP K wr (A A roP .s * : * 20 GAGE GALVANIZED STEEL STORY PANEL �,rYIRLA8PANEL��17 �C(fAIC7XIN TE 1RA,IiS®[ d1�®a•AT eDTiSr wsc0 Dr pL s . �-,,IOIpO 11R 2000 IEIIa7G .aTALUTXIN TYPE ON ANF21 IS P _ -T_ r GL pBAL PROTECTION PRODUCTS, LLC. 0" �° s c9: STA#97- ALTEKJATIVE ,(YIP LM1rSH TYeoe �A191e�.e'-., (O IL ECOINe SINCIFF MIOIE F1D IY1M&tYItIGN K S6Cr10YN: - - �W,, Nf'S � i&i1NH% Il 1LM g17I. • Jr. 41,r7r aUTAwnN,r P•aR: IOSHOMIO-YSN. FY tPSLMor-AnY 20-T78 I,oUNi,a, un &[ LYAMNID IN ANY '4.. S/ON-.,.. Lw Fn+„R MDRAW m•IaTWATtoSettAf7 INSTALIAtgN- SOME 1N' - i' pn'� FA -UMW., EMI.• H. NOYE SWIRER ,RACKS NOT SH17Aw FOOD CLART, rr. SEµ/76M-mEPW,T W,LDr A N « Pr. rr•' FRET sr a 11 NEEmn AT TOP OR B�T*aI WITH TRACKS PM OR n IS MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.SD. OM NSAMG CONCRETE & WOW PRUMNE -m-no" t I.. a r- I li V 204 Y2'-0' 12 0'_ 210 tY-.0'. Ir-I' JRo pp. -I. r0-9' J&D ^- 10-10 /p-0- 40.0 ?W-I, 1'-4' 46o ~ 91-6' 6'-a• Sao -_ a I - a 4 no 6- r 6 0- _ __ - _ 100 _ / J. 7 / _ °p _ s p' _ _ r - - ;oo 7 r r-0 `Mo - _ 7 3 fp0' no ;r s7_ a6.0 7 0 e S _ ___. 0a0 ------ 6 "- 6 2 Gs 0 -_ U 6 6 1r _ MOOD r-3' 6 _ _ 0030 _ / 3 -111 5--6� r7Q.0 -- `4._7. - IrSo i'-s' 4nuHM P�♦=uF,rre,C170WIMMIN AT LACH no WITH TRACKS m.(D. 0 A 57 Dg DIREM MOUNTED AT EACH END* MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) 0 MAXMW A.S.D. DEM P RATING c 4 - - CONCRETE a WOOD RKTALATONS f 2a0 14•-4• LI'-01 210 '2'-10• It,-7* 30.0 1, -6' Ip_-Y JSO �to'_to' 6'-9' _ zo�.. 4._4. ,-_-2 - 4a0 6ao 9'-,• a.-r a_-s _ 6-r no - IQO _ ISo -SOLI' _ a r a_ 0 Y-a r S 7-a' 7-6• _ T-r ° Ir no 7--0• 6'-6• &s o �- 7-a- 6_r _ _ _ solo __ 41-9•. .-6•-r- 1an 6"-T 51-10_ _ ran I'-J• 5_71 . Ivan I a•-J' -6'-4• 1 10.0 - S'-I' - 115.4 4'-r0• nab r-9' M1CAN SEPARATION TO GLASS SCHEDULE MORKM PANEL LE2DTH WIND SPEED 4 170 ,n.0.n WINO SPEED > 170 .01.0 (in) tostesIRNNED 1 '""ARIEO IaAES"""" RES7RNME0 30 OR LESS 1' I' 6' 6 1/4• >33 70 00 1. I. 7 I/r 7 ,/2• >90 TO 145 t• 1• 7 1/2• 7 1/2'>tM TD t 1• t• - 7 1/2• ICE I%— 1 rAA1TAA Ft-4 me ♦ 0"uru AAMIIUT1un PAunLANnu TOP BOTTOM DIRECT MOUNT .1. rEJIDFR „U. HEWER I.s'1IS, ANGLE •F,. TIYIICN m N v9uYo7RdJf _= - I DAM MDLW 46• 32' SY 1. 53. SO' SO- 4 1.31n.5' STUD ANGLE - 36' 32' 31�3Y 42' 36' 3°' 3Y42' 3Y i r TRACK - 56` 32 32` 42- 6T w' - 90' t T - TRACK TRA - SO' 72•' ` 32• 3r 1. Sit- S6' t eo' 3x' 32• 30- I. S6' S6' 2/4 t/4, 3/4, 4/s. s/5 a B/5 Wl A/IC1101E (SEE s(0EDULE oIN t,14-BSI 2W/B. 3W5/ 145/7 (T) 3' wX - - sNILs ., ,o an) --_-. __ ._ . _ __.__ 1. MAX t' MAN. i _. -- ......,I. um-7 o e i b D.M., 2�, (3). Q, ,- T , - T- __---- 1�E�1LL�1 �' i ...' O®OF •Ly . ,.. __ t` T r _ r _T - "T - r _I _ T .7_ _ 1.. 1. 1 I ,' , fI Ng t � i i j v.' _ _ _ _ � 1 j ' [.,.' _ _ ) i �� i I j I r i _ _t _i i~'I_!_l_'�P 1 I !) PANELS 4 - i I ( i� l eaiED PANELS w/ 1 u-20xr ; i i (SEE SECTIONS AS , I I I S S. M.S. BOLT w/ d O U OVERLAP 7gjc I AypLIGBLF) I (SEE SECTIONS AS APPLICABLE) : 7 1 I 1 I 1 I l i I i it li,- I i Il l 1 1 l I u 1 1 ,., I I"'' 1 I I 1 l D.M.. 3Q. ® I - - , - o - ` i- 0 1 %- o - _ , ._ 1_ ®or._ _. / /-. --.1_l ® .i 3' IAAX _ , LAN. LOP 2/4 1 4, 3/4. 4/5. 5/5 at B 5 MAN. rw/B. 2w/s, 3w/7 a 4w/7 ._-.._—ANCHORS (SEE SCHEDL" ON SIWIIS 9. W all) .._,-' REGULARS RM PANEL I ELEVATION Lull N.T.S. 1/4' Mom. GAP _.._. __� (MA O.O9M.-1, _YIN E L u,m �' 1: """ - ' 1 SECTION A -A ' N.T.S. (t) L4: MAXIMUM AUDOW PANEL LEM M FOR A QUICK PORIM A.S.D. DFSKI N LOW. L-: MAIL ALLORABIE PANEL IENGIH TOM A OPEN KGTNE ASD. DESM LOW. (2) PROCEDURE TO DETERMINE MAXIMUM PAWL 1010111% OMEN A POSITM ASD. DESIDN LOW, WDPWNE MAXIMUM PANEL LOAM 'L4' FROM SGEDIAE PANEL LDOM',-' FROM SCHEDULE. On= =TNEIQI LOL&I Ym MM E.(6D91 OEumsem UMBEL UxurH T Rav"Ayoo INTO 11000 ME LAM TO H 95 0.41 MAIL ASD, D[SON DIRE RATNG M 6, t0 & ,t FDA MAX. RSA. DFAN LEAK & MAX. PANEL. LEgTH& F1M , �� ,KD SPARE Is 1m. V '� FLOR(DA BUIIDNKi COOS Non N h Yalool Hurricane Zon * 4416j ei6p M1000 "o 24 SAGE GALVANIZED STEEL STORY PANEL owm IN, * * r $'• TATEOF - .? / IL ECOINe. ` BAL PROTECTION PRODUCTS, LLC 07M,, 20-175 OW~ w "m A OF K INSTALLATION DETAILS FOR REGULAR EANEL (I INTO WOOD STRUCTURES ..._I _�, __ _ U _... L l'I _..- / ._SEPARATION ,.- ,.... II -. 11 S -(SEE SCHEDULE /♦y KIW... IIII ,. N 1 ON SHEET I 1) -- -� yI�N��YY-t-A BMW 3) Ii �N , .. ^^V ._-. - .:.-.__..­___r,,,, jjjj...'. -{ -- ,, -. !I • i1 I I9aN r06, -rl PANEL YIEAM 1/ t I EX s LENGTH " 1 CIASSDDE'-1 _. I .. - ( (SEE SCK1EDvUE RWOOD ___ .... E'W,RED (SEE SCHEDULE ON Y' '� '. �,: " --"-.:--. - _.-., .- __ .___. __. SHEET le I- I i/' I.vai6peacii / , SHEET , QI vAIxR 2 1AtX 1 �--T I SEAL J 1 0 !PACER I 1 UTOTL MI • 'r - .I 1 R I T I waoo TREADER ' _ I �.I I EO 1 , I REQUIRED I _.- -... 1 F-- 1 1• MAX LONG XUVINUM SPACER° a 12 1/2' TABLE " �9OEE LJ i'I -J s 11' Mpc Buo1F ONFOR E to. 1 _ (I-) uEMRA'TFofs I SEPARATION 1 1' MAX. I , II � 11/2' LONG SLEEVES. L� ' PANEL LENGTH ,. 1 PANEL LENGTH 1 , -;. i (SEE. sc"EQUI r I (SEE SCHEDULE ; �. 1. (SOEIE. SCHEDULE � SHEET 'i .,.PANEL MATE FEMALE D OR PANEL MATE I ON SHEET J) 1 ON _ ^ ' '. ,/A'P-xpt• [ yt'. 1 I PLUS (5ft 5pE0lRt ON 9KPF 11) w1 •, 6 I " I ALA 060_ 'YIN' I min 1 ',. I 1! MM� I Ex"T°(G4 7p SEPARATIONIt i RATE QED GLASS,__l Al.. - r(O -�� 11 11 .CLASS 1 DIRECT. MOUNT W/ SPACER a ALTERNATIVE 2W-ice E jlSCALE ._ -, � (�J I fA *J `-. ei2 +/2' O.C. SEE TABLE /1 ON SHEET 1,3 FORM MAX. PANEL LENGTHS A - I .0 DESIGN LOADS FOR THIS INSTALLATION, I I LO ,TV -_ I 1 _ .13MAX. 1 �' _ L ' +� [[I 1 �' 4' I e 12 1/2' OC I I -• _' 1 < - - WOOD ANCHORS * * NMI ' � _- __ ...._.... L.....1 ;". III . STAGGERED W/ STUD '. rI 1 -.. I; ;•.I (SEE Sc1EDULE ON tr'AGBI SA MIT K I Itr UPS W. li (-_.___.-.---.__.__ _ _. T i ' II . $MEET 11) � 11)NNutimm a L M[a m A NW am ""Mo Tam IS-C ': 4 *BEDG � I am ME* FAM MOUNT (Tq a A 1•arRC110M fIOY ANY 2•.4' WOOD 1 i S.aDNI mmw OUNIDNEIY P10191O1a OM fIKT „). PLATE ',. REQUIRED '_„ ; ,M000 ANCHORS ,• MIN OaAlAT1UII m SA9s NDCAm $y " StAOGERED W/ STUD I ', � •, ..t -,;, (I) ANCHORS GONG D4W 90 IMMOM IN p4WD, WIE FEMALE e OR w •ar 3 WAY K RIDIIKo m 1 4' AS I __'. PRATE REQUIRED (SEE SCHEDULE ON IUIXI AF M FOLLOWING AK - „ -. - PAID. MITI PLUS) !Wl K 9AIi9W WMMISI' AT s 1/4' PG +I IIElRs0T19N FNr IS 1/Y O.G. wmm AYAIED OM SHEET 11) GOIPIln WITH I • fH ¢1 U- ` (,) mar K910M PAOSHIE I MSIM WO N0. -K I - .. PW.I, (3) WL 1'A GK RYQ IDIGFM a UNITED m M' A III• CEMNO �. i.l ..' _ . !. .. L_.._._'.... ... I MO • A KSMMN [MIN IAAM PANM LOESS MAO= 4N I (O migs" BMW PIM0. LAIN a •11, MIAE MW 14 72' WALL MOUMG (3) NMI MI6 MODULATION 4 ONLY 1 (411 1/2' ITEM SOON COMPONENT` EM SHALL K 4 OWAID ON MAo AN EXK11M0 IIOOD FRAME WALL 14m E "Ove-2tgM d 1 I LOTH area M A COP SCALE 3/S.r BMA L LALT�NATIYE i W I 1 »D TEAK ,. x 3'As K/EM Im N KN $CAE 3/Mt• i (4) NRVLAV M WIND ONLY FOR 1WIq 1 [-/MIN TW O" ASD M KEG (T•1 [BMW) a M ROISM F SHRDM COM EKES 1, I & 3 Pa [ j 1 +9K a. E. A:..... - FLORIDA BUILDING CODE Non HIEth Veloafly Hur con. Zone IIPAD Nx= III. VA NQTE F•OR COYRI(JC•TIDM OF ceciNlNS: T. INSTALUTION ARE ONLY VALID FOR MAX, AS.O. N0. 44167 '; 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING (p.t 1) AND PANEL LENGTHS TI t �, m TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR q* ' * = IGM/KA ANY WAY TO SUIT ANY ALTERNATE 2W') '.. STATE OA;; IL E C O ENE. GLOBAL MITEC PPRODUCTSI LLC. GOp INSTALLATION, � that I.ONW. 51 ORIo 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD f14o KM a r YNI ,� R 3XIIA a 2GIYRE4 To S'�•••••••.•� _,_, N.-I, fAIA 1-.r+ PROM[:LWNK^YAa nul: lM4R[M•&7[J SOUTHERN PINE No 'MCA-OoOiii1"""WINDENSITY MEMBERS BE 2. W/ SPECIFIC FY Of 0.55 DR EIJl1Al• FNBNI 7IAM((DI,TE 1,1., A Pt.9VI •TOIL & v 19 I� In R MERAL NOTES S f[RFY 4 L-7 IYYO 1M•lr lYld•L. I STORM PANEL SOWN ON Ties M10011CT [VAWAlION DOCUMENT (PLO.) "AS BEEN VERIFIED FOR COMPIMNCE N ACCORDANCE: T WXM TNC 202E (7N COITION) OrtHC FLORIN aW(DNAG CODE. THIS STORY PANEL SHALL NOT K INSTALLED AT MGN VELOOTY HURRICANE ZONES (WWI-OADE / BROWAM COUNTIES) DESIGN WIND LOWS SWILL BE DETERMINED AS PER SECTION 1600 Or INC ABOVE biOW ED CODE. FOR A BASIC wR10 SPEED AS RCOARED W THE LURISDICTION "FIRE STORM PANEL RU BE INSTALLED, NET FOR A DRECTIONAITY FACTOR K0. 7-1 R T - MAADALIM A.S.O. DESIGN PRESSURE RATINGS INDICATED ON SNErS 0 05, USING AXE °AND SMALL NO E CEEO Nl (ALSO) 3. 1 DER t7 A 17, 19 IN ORDEAL TO VEPIRY THE AeIM WNOIION, LLnMA7F DESIGN wlNa LOADS DETERMINED PER ASCE 7-I4 SHALL K FISt REDUCED TO ASV DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPME THESE W/ t*x (ASD ) DESIGN PRESSURE RATR/OS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 1e, N DOMJE t0 VERIFY TWAT ANCHORS ON INS PED AS TESTED RERC NOT OVER SrRC =, A J33t INCREASE N ALLOWABLE STRESS FOR WAND LOADS WAS BOB USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMIED IN ACCORDANCE. WITH N.O.S OWN STORY PANEL'S AOCOUACY FOR AAPACT AND WIND RMSTANCE IIAS KEN VTR rIED IN ACCORDANCE WITH SECTION 1609.1.2 OF TINE ADM MENTIONED CODE AS PER AMEICAN TEST LOBOF SOUTH FLORIDA REPORTS +OW4,01-01 AND #021902-09. AS PER SSTO +2-99 & AMU C 3M-02 STANDARDS, AND AMERICAN TESDNO LAB SOUTH FLORIDA REPORT AT 123.01.10 AS PIA TAS-20, AND TAS-205 PROTOCOLS. AND AS PER CALCULATORS PERFORMED IN ACCORDANCE W/ SECTION I604 OF THE FLORIDA BWLDING CODE 2. AI. ALUMINUM FXIRU510NIS TO BE 6053-To ALLOY AND TEMPER (UNLESS OTHERWISE NOt(D). sEE SHEET 2 3 ALL ALUMINUM SNEER META USED AT CLOSURFS SMALL 14AVE 3106•-1114 ALLOY 4 AL STILL SHEET META PANELS SMALL HAK STRUCTURAL QUALITY STEEL ASTN A-053 GFE OC °o MINIMUM. 0-60 GALVANIZED STEEL DESIGNATION WAY- 222 k91 (AIFIM ROLLED). 5 Al SCREWS TO BE STAIKESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN 50018 W/ 50 PA, YIELD STRENGTH AND 10 N4I TENSILE STRENGTH AND SHALL COMPLY Or/ FLORIDA OUNDINO CODE SECTION 7411.3 3A. B BOLTS TO K ATM A-307 GAIVALZED STEEL OR ATM 304 IMIFS VTAMISS STEEL. WITH 38 4H MINIMUM TINT STRENGTH 7 ANCHORS 70 WALL SMALL BE AS FOLLOWS'. W tO.DLIiDtlG.POIJBLQS�fLBIIE - 1/4.0 UPCOI ANCHORS AS MAAIXAC1r~ BY I.T.W. °WLDEIL ANC (Min A',:4102 P­) 1/4' • . 7/0' CALK-P4 ANCHORS. AS MANUFACILRED BY OEWALI PC 1/4Y . 3/4' SOLO-SF1 ANCHORS, AS U141RIBUIED er AI POINT SCREW. DOLT & SKCMLtY CO SMIn rt..3000 P..., ) T.-10 PWELAATE Ft'",( 10 At PANFIMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO CONWRUCTON PRODUCTS. - 1/4.0 TAMMC -IN ANCHORS. AS MANUFACTURED BY DEWWLT. HNC A 1) MINIMUM EMKDMW EOF TAPCON ANCHORS INTO POURED CUNCRETE SMALL BE 1 3/4". 2' FOR EL.CO PANELAMtL AND 1 3/4- FOR ZAMAC NAILIN ANCHORS, A.2) CALK -IN & SOLID -SET ANCFORS SHN.L K EMBEDDED 7/6' TWO THE POURED CONCRETE NO EWFWDMCV47 INTO &' 4- 0 USED K 1 1' LONG MINIMUM SHOULD O EXIST STUCCO SMALL K PERMITTED. 1/ 2 SCREWS SE +AWL f2 OIID STANCE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY K NE40ED SCREWS OR ALL P/READED SCREWS W/O HERO( out W1M WNC FRIES A.3) N CASE THAt PRECAST SCONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS K MINE, ON THE C.15tING WALL OR FLOOR ANCHORS SMAI, K LONG ENOUGH TO REACH THC MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL K AS MENTIONED N A/) AND N A2). (0) TO -DOCK rghg ETL BI02(1N1.L 4 TN D-,N1- - 1/4. 0 TAKEN! ANCHORS AS MANUFACTURED BY I T. W W%DEX. INC. - 1/4. 0 . 7/a• CALK -IN AIC"0RMANUFACTURED By AS MANUFACTURBr DELWALT. INC - 1/4'0 X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED) BY ALL PENT SCREW. SALT & SPECIALTY CO - a14-10 PANELIMTE FEMALE 0 AND PANEL►ATE PLUS ANCHORS, AS MMNUrACTJRED BY ELOO CONSTRUCTION P I - 1/4' 0 2AMAC NAAUN ANCHORS. AS MANUFACTURED a DEWALL INC ,-tP A a-) MNMMUM EMBEDMENT O TAPCON ANCHORS. ELCO PANELAAMS, AND ZAMAC NA IN ANCHOR. INTO THE .ICI 11LDCR urrt SMALL K I 1/4• SEA 11.7) CALK- IN & SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE CONCRETE BLOC* UNIT. NO 'EM04 STUCCO SMALL K PERMITTED. ,/4' 0-20 SCREWS USED SHALL K 1 112• LONG MINIMUM SHOULD 40 cgis" I AND 1• MMNDMUM FOR WALLS WITH NO STUCCO. STAT I .. B.3) IN CASE TWAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCK OR WOOD BOARDS K FOU .I ( OF CXISTIK WALL. ANCHORS SHALL K LONG ENOUGH TO REACH INE MAIN SMUCITRE BEHIND SUCH P ss� ANCHORAGE SMALL B[ A3 MENTIONED N 8.1) AND N 0 2) ONI (C) CO ,narNO WDDD._;MI(1-,vjAuc,DBBYIIT.S:_,QA1_ B41 - 1/4-0 TAINT ANCHORS, AS MANUFACTURED BY II,W MADEX, INC - %t4-10 PANELAATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCrs - 1/r0 LAC SCREWS PER N.0.1 '/ 1 •0 • 6' A W T SPECIALTY CO B 5 WOOD BUSIWNC, AS DISTRIBUTED By ALL PGHi SERE BOL A F P C 1) MINIMUM TDIRG,DED ALE OA1ON II1T0 MOOD Or TAPCON ANCHORS SHAl1 K 1 1/2 AND 7 OR ERGO ANELMATE PLUS AND PANfIMAE FEMALE ID C2) MNWAIM THREADED PENETRATION O LAG SCREW, INTO THE WOW r'RAW UNIT SHALL K 1 1/2' NO THREADED PEAEIRATON INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REOUAM THREADCD PENETRATION C.!) MN.AAIM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL IE AS INDICATED N THtS DRAWING C.4) MINIMUM PENETRATION OF W000 BUSHING SHALL K 5/6' 1/4- 0-20 SCREWS USED SHAIJ. K I I/7• LOW: MINIMUM SHOULD STUCCO OUST, AND 1• WNNLIM FOR WALLS WITH NO STUCCO. C,5) N CASE THAT PRECAST STONE. OR PRECAST CONCRCT' PANELS, STUCCO OR WOOD BONDS K FOUND ON tHE EDSTNG WALL. ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL K AS MENTIONED IN C 1), C 7) & C,4) (0) ANCHORS SHALL K W514LED FOLLOWING ALL Or THE RECOMMLIWATIONS AND SPECIFK'AtIONS O THE ANCHOR'S MANUFACTURER B PANELS MAY ALSO K BANNED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SNOWS ON SECTION 1 THROUGH B (SHEETS 4 INROUCH 6) EXCEPT THAT HE'AOERSO&13 SMALL NOT BE USED. 9. rr SMALL OF IRA RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCI,MC WHCIIE SM BIER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, TIS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SWIDINOS ID EACH REOIUR STORM PANEL WID, LENGTHS OVER 90', As PER SECTIONS 1, 2, 4. 5, 6 MO ALTEaAM" IN. 3W at AN ON SHEETS 4. S, 6 & 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE LARKING WSTRUC'TPK OWNER OR TENANT TO SECURE PANELS WOW APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 11. THE 4145TAIATION CONTRACTOR IS FO SEAL./CAULM AL SHUTTER COMPON[M EDGES W1NCN REMAIN IN CONTINUOUS CONTACT INN THE RIAONNG rO PREVENT WIND/RAN WTRVS*N 12 STORM PANEL. INSINAMION BALL COMPLY WITH SPECS INDICATED IN IRS GRAINING TM NG PLUS ANY BDING AND ZONING REC"FONS PROMED BY IMF ARRSDCTION WHERE PERMIT 13 APPLIED TO, 13 (a) THIS PRODUCT CIALUATION DOCUMENT (P ED ) PREPARED BY TINS ENGINEER IS GENERIC MO DOES NOT PROVIDE INFORMATION MR A Sl[ SPECIFIC PROJECT:.0. WHERE THE SALE CONDITIONS DEVIATE FROM THE P.EO (&) CONTRACTOR TO K RESPONILM MI. FINC SELECTION. WRCK4SE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT EMMD ON TH16 P.E.D. PROVIDED HE/SHE DOES NOT DV MTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTNUCT+ON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY (c) THIS PRODUCT EVAUAnOH OOCUMENT MALL K CONSIDERED WAUD IF MOOF,CD (o) SITE SPECIIC PROJECTS SHALL BE PREPARED BY A FLORAM REGIVITRLD ENGINEER OR ARCI6TECT WHICH W43_ BECOME THE ENGINEER OF RECORD It G.R-) FOR THE PROJLCI AND WHO WILL BE RESPONSIBLE FOR THE "OPEN USE OF THE P E D, ENGINEER OF RECORD. ACTING AS A DELEGATED CNOINEER TO THE P.C.D. ENCDNEEL SHALL. SUBLKT TO THIS LATTER THE SITE SPECIIC DRAWINGS FOR RLVNw (1) THIS P.E.O SAIL BEAR INE DATE AND ORONAL SEAL MO SWAATURE OF THE PROFESSOW ENGINEER OF RECORD THAT PREPARED R It. SNUTTCR MAIVUFACTL•ER'S LABEL SHALL K LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 OF FLORIDA BULGING CODE ONE LABEL SMALL K PLACED FOR EVERY OPENING LA60R0 M COMPLY WITH SECTION t70991 OF TNT FLORIDA BUILDING CODE, INSTALLATION INTO POURED - -�ECAE DDo ORET[eloc0" DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK ._..-1At Ca�icR[T[BLOCONCAM CN STRUCTURES • Rrovmtr, y!/ . REQUIRED. CONCRETE ANGH0IB { CONCRETE ANCHORS ";� ✓ (SEE SCIIEDUIE OM + SWETS 9 t0Y . -_.(� (SEE SCHEDULE ON 1. SHEETS 9 THROUGH 10) 'NSI, ...(� CONCRETEDOICING D ..1 �:J _1 �✓ N CONCRETE Ol4fKi. REQURED /' r ,;'1 ,/4Y-&P,• 69...ER1H I I/4• ": , - ,1/4- `/ .... �r00100 CC ...___.._. ...._ __..__ _.. ' y/�' P,/.; MNVI,, .- _..__..,..._..A ONCRETE ANCHORS Ctif. 1 (SFCSCEDW.i ._.- .. - 1 EC H I Eb /� 1 ON to-�"r 1 1 I I {D 1 i I. Mir F_... Ian. -.,,.:ro: _` -_ .. :n i -- 1�WR�RWQ 1 s o CLAM M aAss F IP_ -TD�A�4 'i..._- .I Rle�t,® � Lean r l S E. 5�/ / / , I I 1 /J ta6nH DeI Y � C%IS11NG�I (SE[ }� I 1. MEAL I I oral •&� R (SEE SG/IOAL 1. .r, I 1/ I WE 3) 1 t PANEL LENCIN CLASS ON SHEEP 3) 1 (SEE SCHEDULE y ON SFEE/ 3) 1 E I I •L• ,,,,L Ran. sEtAAMtlon I i' AM.. I ON 5N[ET J) PANEL lE CN (SEE SCHEDULE 1 LlC.IEDLN.0 CONCRETE ANCHORS 1 (SEE SCNEDULC ON -.. I. _.. �- tl. 1 I i(SEES Et3�DU'C Y.,tN _ 3) '_- (SEE' ...;....i.,...-, ON SLEET 3) SMELTS 9 r"Mm" IGA 1 1 1 a 1 I �, su V4 1 T h i �1 Ew9nAqGLASS�E i E 11 ( Of i 1 1 I fi ''1 emo a 1/.• 0.0 MAX 1 .V F''+.z r' I %; l Y; i CD 1.. __I ; EO ;'e I E.D. % _ ..__ �/r _ Tyr I j.. I1 „l FxrSTN4G I. ac: ODNCRETEp. l_ .. I APPLICABLE)' r/ RA&q + / : I \ E' 1/4* 401* ealE"W/ 1 SE E R I ,. 'e:,a l_ CONCRETE ANCHORS, !i - .11 1 (SEE SCHEDULE ON 1 J.._.1__ _. 1 9. N �Lfr _moo Ems_ /4•t yr SL. Y.L W/ IRA . • q ,R• aC. 5F ALTERRAIE + Ml,. - ...LEG _ ____ .1. Slf[TS 0 tMRplgH 10) I YIIIEN LpgTION 1 l' . `)}* h4x Hals. AIIE USED & W/ WHEN DIS11rG POUT® C011OE1E ON CONCRETE BLOM ALTERNATE CONCRE'1E_ W1CM00 2rft CONCRETE ANCHORS .OR CDNCRE7E %/`0IS ARE USED. NO ACQUIRED, CMN[AEIE BIOCI( KOIMLED. BFAOBEEIED W/ STIR (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 DRONER 10) .,�a'S- , � sc4E 1 outm 91:AE 3/M,1 MOUNT WI36NLL...3E a1,1HI ft 001" �ZEF A...... ✓ r i.. , FLORIDA BUILDING CODE Non Non VCI Mure190no Zone) NOTE E o. EDGE DISTANCE t -' o. 44187 I * ; * : �• '1 q STATE ol` c ' . -_ STATE P" 1100%" 24 CAGE iL E C O ENc GLOBAL GALVANIZED STEEL STORY PAM PROTECTION PRODUCTS, LLC. aMP.'9Y 0T/IT/IIMp �AL (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 9`• _ _T.- . If, 0,4. ' 4100 S.a It S1mW ow, R 315% SHEETS 9 & 10) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. 't� �Q •. • •G ./ •C07 . Ww a. r. •rla.Ns n •Ir ,aw Pr'F.r.I-.rotrw.'w "'•wn gWrC OMAR91-»4 =n1A (M4)MI-R»7• 20-175 w, N NNIMH +LOr/Mrc woaon+l 1WMIa A TWrFLA11110 Lt. It A., PA. ^'1r a " . M a INSTALLATION DETAILS 1 1 .-T.. FOR REGULA PANEL INTO WOOD ALTERNATE LEG 4'08' (I" ) EXSTMID WOOD / .-....LOCATION BEAM REOUaEO. FIIR/d. 1. ADEQUACY OF EXISTING WOOD :' REGISTERED ENGINEER OR 'YEo _ „� _{�, .., I f.. ARCHITECT PRIOR TO SHUTTER I / `L7' INSTALLATION. r ANCHORS f'.: -(SE'E SCHEWIf ON ALTERNATE WOOD ANCHORS_ (SEE SO4EDLU ON - O '- T• M" -- ! 1 I �nr mout "O.s SHEET 11) .' SLEET 11) ./ M . s.s .. _ -EDt EO-. _I rnlW(H 20,1 s5 Yt R IAIr / E I V 0 [Q 1I 1/2- ,/3' st 1. 1/4 I - TAX. WOOD MEADER _ _ _. ... __ __.. _.__. ... _ II ._. ..I .. .....- ..1 1/��J REOWR[D I 1 .. { ,iAO AD I of L I (SSEE s - ',2H X, f 1 �, ' I SNEE7 11 ) . M I 1 -.) ARRAIGN 1 1 SEOW2 --T '� `J_+., t 0 1 -'�' i ..{�.l ( SCM I ,/ 1• °N SHEET 3) 93. IO111 Y : L( Min, SEPAOgIOFI TO GLASS. I I 1 'C MAI I 1 VS __ t :I (iJ olYraw 7.4i._- 15FL LIAR. SCHEDULE ON SHEET 3) 1 / y6 ,, N PANEL y I ... (SEE SC/IEIXII[ -:..: Ms,. / e� _., PANEL LENG'M (SEE SCHEDULE EXIST I j Olel r-11 ON LHEET 3) j'-'--V- __. .I-'-.� CAN SHEET 3) OJLSS I __ _- __u.-.. 1 -.... - I 56R I I 1 ) DE 1' (1 OF t' 1( 1 _® MAX I = I MAX [ I \4)- 1 1 I I O 12 1/7. O.C. S 1 [G - ♦- -.-1. ... . IID FI I I � 'W.-tow ': '. 1 11 . _._,_ _..____. . _..- _ . = 22 x°' WOOD 1 _.._.. _ _. 1)ECR RCORRED WOOD ANCHORS '{• ..�` RIEWRIED .' T T I ,rDOC1 ANCHORS ... .- (SEE SCHEDULE aN - �. - _ - 3/+ .-....- .. ; 1 LSEE' SCHMLE ON STREET I1) crllm� LAM, ALTERNATIVE SCALE 3//-t' BUILD 41044 a -OUT ALTERMATILM SCAT 3/8.I• • "m FUR comamnoN OF crC7L w5; ��' a0. 44187 I = ' FLORIDA BUILDING CODE Mon h VelocityH.Mcom Zc m 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.X.E) AND PANEL LENGTHS * ; q STATE OF -� TRTL1», w I4 (RAGE GUVAIOZEO STEEL STORY ►AtffL �'4N: COMI NED N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD P•• S�­• ,�fO. � _, �M1y ' ��-"� w IECOtuc GLOBAL PROiEC M PRODUCTS LLC 01 � MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 0.55 OR EOUAL + ONAL f• 'y�ry..L - • Ml o 2.0. 51 $"M DENSITY OF AAAI Hill. .Y r Nr IIr 4L r ,-IW. AYYr w AI,.• FL �14 DIAL M-,WPMW. (M)om-IIIW m ")W-sm_0A•OCW711w rr w r •6P4a J-1.75'.KA,IP.PaW-,WNr, 1Wd_P[.,/[ IPL101 A TINT Ar, PA7 •1--0 N N co za L- 0 CD 0L c Ca 0)U ^c = W aim O O c a- c 0 An 'v (n 0 f^ fV+ -0 -� 6- 0 c a) .�1.1F,-1•10 `V U O c O cu E O .a U "0 0 Q_ m Im . O 4­ a) -6-�90 .&Ha c / W J W 0 1- ,� CL. e cc N 1123 C W •O 1/J Q 3 2 W CL •� a) O a)U lY 3 d0, r :Wu III c .. A CC In = o E c d u in N 0 0 C-2 C-4 3>C eZ , L EO ]C 0/ O C Oo L- LSY C >. .a LU m a Z Z J CL H ^�' W `1) _/�^] v cu `O i CL CL U 0 OL CD U) cu SHEET NO. SH 1.3 �7P =coNuslE coNCRE1E ON 'a1• R000 .Ili -. 2 RE�awED f-' 1- ..) �\\\ . iR11n j ale tOM I J 2• Ke K.-J103-N/A pR-16 A 6M3 KlCOI. AU1L ANUS CASE A (PLAN) SEALS ,/a•.,• I.sK •_ . . OVEALN/,pI BEYOND ANEL u OPD"NO WIDTH) MOCK jp,I�y CONIDIkR. TbMCRETE 011 7'N' ROOD EPAYE .:.y . ,SOUSED X . 0.0., DISTANCE \_ SCALE 1/4'.1' 4Ia IL!J N 1 L __ Q OR w�YM,MOOR I '&: r FRAME 9 ALCAMO COMC�Kn ROC!1 Ca - ,r i i J•.t• 9000 "AVE I ; -.__Ct OR® RNtRHD `S 1 �:;.4 1 1 1 2' r TAW 1 N< L a56 -I E � 1 _ E_ iRN> 1- I �' - 1' - 1 YOA. ,/C . BOLT P . O72• r Ir 00 �1p5-Ala 0R eou-n .ua F/AC~ CN4 AAn. AM" SCALE 1/4--i- CASE B .LAN) C-i - .2 Rio 2" .t. A , 7/ 4. 7AFCAN ,/ ANo,BT • fY af" 2 1J?• M YH (- :h Kl[AIWE LED 1DCAON YAr. M3:to Y• . r ..005HONT. ALUM. NEW OR .OW' ], -NiM M SI 1[META,HAT MITNHBM. r .YE ram, /4 WA. CAF _. ! I 1 L .._ T.., _J. 1 OR j cro�'°cwAl[51 1 ILI I 7 LoI 1 VAIM �f 11 -a ©0'® ``'\ 1 �_IIII�� I _'..r _�. --- -j NNH /.SUM 44 sLn /O Follow..WAi�t i w0, ,ure rec JLA. .LCFNe_••I CASE F (PIANO SCALE 1/4'.1' ASE C (P LAN) SCALE 1/0.1- 7r,)2'.on"a1mH 1159 W63-/6 NLOA H:ONI KW ;LI ANODE WITH Itt' . 1 3/4 I TAPOON B +a oa _'L '1 4•. AwE AMVEt A• 01P 1 / �1 l I, POURED L-ONCRER, KJINGII'n KOCH OR 2'•a• wo6D RwIE REOUITD S PLAN) SOLID -SET OR CXK-N R eatE eC0Np0mLooc -- "1it"i0 w a ECO PNamm remmue PNRLwt1DE r�we ((9BQ� 6w 7%41 wm Soo DF DPO FRAME RCOLOU a APPLICABLE SCHEDULE DN 9AITLTf e. ID • ,) ., �;.. Y p�,wsRlFl+ _ 2"' VOr .. (') w1// �Ta RE.AIt I(M ro WILL (ALL CUT ERR PANEL) CASE G (PLAN) SCALE 1/e-l' VALID FOR DIRECT MOUNT INSTALLATION ONLY A CERTIFIED PANEL INSTALLATION AT WALLS WJ SURFACE LEVEL VAAIAT,ONS WITHIN 3/4• MAXIMUM A.S.D. DESIGN PRESSURE RATING (pAs.fA), AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL nmNSTAL.LATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES I W THRU 4W, ON SHEETS 5 k 7) awl. A.S.O. DESALT, PRESSURE PU11NG (PA O MAXIMUM ANCHHORS SPACING FOR E.D. - AS SHOWN ON SHEETS e a 7 TO �9- PANeiY LEH4TM t• (n.) TAPCON LAO S CREW PANFLAMTE EEYNE ro PANEIMATE PIUD MI000 hlrHO4G 13' 1 J I]• 13__ 13 7J• W BOA') , • 3 1 3 1 S lr IN (BOT101) OR LESS 6 1 r /._ - a• • t] __ 6 1 2 t 6 7 / { i n s, / a MOP') 0 Oft LESS -/ - E ,/4 _, 12 ,i2 B ,/+' - _ {BOW •) R4!j _ e e — u e - a t J s e - .- (9orloY) __ .,... (TOP) - - - , 3 Ir 13' 13 Sr / ,/a w Rap) - ,] - 1 ] - -Ti;1 3 Ir r Iw BpT1OM 1 - 6 ,n- - 9-+%a - _ �s --1/2---- ,a f / _t- _ / _ -' r e ,n a ,n -- (TOP) > - s o• TO 4'-a• 1 - - 2,a' / t2 - 7 / it 1]•_-- e 1 / _ - .__ (Bart_y_ Rr -._. (BOTTOM) RoP) / 2 a , • /2 o n a a t .. n a / -.`.+3• _.. -. .- I!' IV 8 1/2- W (BOTTOM) • SEE TABLE 11 FOR VAX. AS.D. DESIGN LOADS At VAX. PANEL LENGTHS WHEN SPACER rs USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. LS.D• MGM PRESSURE (PaATA9'tlC). MAOANM ANCHORS SPACING FOR Co. - AS SHOWN ON SWAM 6 A 7 APPLICABLE �° _ •, ,K,, of 1Fi� AIA%IAUM PANEL ctm LfNIV (RJ 1APCOII ' 9CREw PANEINMATE FEMALE ro PmtUmAIE PLUS W000 BLISMQNG 13" U IY tr 13' 7w 13'1 --__ ..-.. ...--. T13. _. -____ _ 1W s, n et /? ai /2 et ' n at ' /? R9P) _ ...7 -_ -- - -. , -- p y-0' OR ._.___ __._ to ! p .... s.- 3w /aDT1OMi __ ­t --- I - t.- -i.- 1!' Ir (BOTTOM__ >o4e. -45 ro 1T 1]' Ir ,Y 1 J 1] IS ,0 Iw _- tY _ W ' ] _-_ _ 1 _ Y IS _ ! t / IRE (BOTTOM) 6 t/Y 6 1/T' _. _ -! 1/2• 6 ln' 6 In• MOP) >s'-0• TG r-r - - a 1 2• - / .- -7--_ Y _ ,/4' 7 I1 . _ / ? 12 1/r 1 I / 2 6 T/a' _ __ _ __._ (6GTT.'i (Dr) s / e a (eeT1 ) _ / l- _ I., AIR tool7mi • SEE TABLE fl FOR MAX, AS.O. DESIGN LOADS k MAX. PANEL LENGTHS w14EN SNV,CER Is USED, BONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE 11 A A.S.D. DESIGN LOAD Mr LENM l 40 PSF OR LESS 6•-6' > 40 PSF TO 50 PSF 6•-2• > 50 PSF TO BO PSF $'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE aMALE ID ON PANEL MATE PLUS ANCHORS k W/ SP$1WYEiMN1/2' O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(i) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /.•. i„PcoN _ 9=OURED 1/''• 7APEONO.-- _. NMD POURi.D "low ♦ 9 OC.- CONCRETE BLOCK ANC,IOR . 9' C. COMCWE BLOCK t, REOUMED. . - _.. r j' N .,I } t/ Y ' IK/a. y-Y /i.)l,_._. /,- I 7 Y9 1, E O 'o , O II •,- •a A� , 1 jI •L• W.. I PANEL LENGTH . :• `• .�---.._. (SEE ELEVATION I. Wen. 1 ON swu 12) l o E..• mm;lo.u:p CONCRETE REQUIRED e<DLY1 /4'A PAN T, PLUS ANC/OR . 12 tn' O.O SEE WEED 15 r iR MI ANCHORS TYPE r 91VIC1N9 FOR MlaUA11M1 WHO 1000 F1MIE @LOW=. II.WIM 44004 SIAACg9w AND IRANIAN OK PGTAOE AK 01OC91110) ON THEIR SOCOLU. FOR L0. LLM TONI • ACATm ON ScHm L ROUtt ANCHOR SPAOHO N "MY= SPAMO COIN ON 90EO1,1IE BY THE FO LONO FACTORS. FOR DO OFERAIOK TO K HOWL NEWn 9PACO0 ONA01m USING FACIO!1 PAWL NOT Be LESS THAN NWAN SPACING ININCATw FOR EACH ANCHOR TVPE 9N "a 9mcmL 1/''• 1 0. ARMOR /Wt ....... IWM WWAL MOM PMO PLJ 1 7 AiWW_nR O,MY91LI 3 3 3 $,n A1NAOeA, A^1ay w i IAt B1BER WIRY as 7 t/Y. a' - _. _ . -' - p ____.-_._..._-_______ Oio ____-_._-_. r.O1 3tr - - r tILNX, I 6 1• MM 1 OO* §-$DVJ I TO CUSS . '.-'*,',-Sip A I / H • / ( Y MAX. U , 6' PAlld LLM7TN 6 1 (SEC EAWTON I 1 . J 0. SEn 17) 0 . I E I.. y / / `,, I �j , . I I. G• I ECOaCRE'IE 011K � I I E��{ . CONCRETE •LOCK -, V REQUIRED. y i aneol ..-____.! >,,,�. 1/4•0 PANELMAIL ,A>1. ANCHOR (BEYOND) WALU "3/8- BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa d j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE A CONCRETE EILGCK STRUCTURES (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTORS 1 THRU 6. ON SHEETS 4 k 5) MAX. A.S.O. OEM PRATING MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE etLOIN IAPPLICABLE=rVNB r YAXILKIAI PAWL LENGTH! v ) MAx. AS.O. MICA, PRkSSURE WEAK;F�F 6NYReM ANCHORS SPAM FOR PARE LD. PER SCHEDULE BELOWsl�i PR1OliE L, MDmMIL, PANEL lt'NGM (,L) TALON SOLb-SET 2MMC-HNUN CALK-W TMOGN 'SOLD -SET �1 7ANAC-NNLINa b 10 b b comm O tzm m Wat, 1B A or THIDI OR LESS I' s ,• 7 ,Y , } tr - U' , J Ir Ir , Y , r la' 1 (TOP) 1 (DOTTOYj !._r oR Len + ro-.e +ea. -a I• 7 I 3 t]' t3' t• ] Ir J tr ,!• Ir 3 U• 5•-r OR LDS Ir 13• 1!• ,3=- IS• tr ,r 13' ,Y U' U' iJ• t]' ,r n�.. 1]' Tr ,!' 13•- 1Y _1�' /Y(BOTTOM) t!' i s U , r , ! ,Y U' Q' 1 r t3' U' 1 3 tJ' t r 7 R aP) 13• t3' ,J' tT ,r ,]- ,3' 1 ] , ] _ Ir Ir 13• it 13• .. 13' it __ 1r .. Ir 2 BOTTOM ( ) - 1J- - - a _- , r tr 13' 1r 1 .• s _-_ _ i r , • ] 1r , r( WEoM - /] 1D' --- u r +a w ,r a Is i : _ s ' - r -- 13 3 (TOP) - Ir u u ,3_ a n" a »� _ p - lr!Dopy 1IT/2; ,T , n , : 3 / e / / t x? / / x " J e / ] BOTTOM ( ) -- 2 a / 2 n / 4 6, 4 / 2 n 2 a / e t J a / a emTOY) -- - e' e ,]' .___ i -' e ,3' a e u•' s ,Y ..-._ ,]' r e' Ir 13 ] a t/4' 6 1�, r • __.- ' } e' Is• .-3 1! ] _ 9' s ' ,r __. t3' ]' _ e rr -. ']• 7 _ -- e s• ,r 7 n I u• a MOP) + (9oT a,) a tTaP) _--. 6 (90T10M) ( ) a Bert.••) e I. ,r __._. IJ' J _ , s Y / s' a ,r .__ iJ' s u• .._ t]' e a• ,s ,1 o f 2' u• e' a - i 7 J e' e'1. e e e' ,r r._----_-1!' IY I!' e 1 P s ii ,/'! ,t1/15(wTTaM) n e t 4' (aP + (eoTsaq RGP) OP')_7 R43 ♦ BDTT«) ,Y _.. i}• 7]• u- ,r ___. .__. t7• . 73' 1]' { ,/4• ,!' ,7• ♦ i/4' _. . ,]' __ .... 1Y _ _ 13' _ Ir ,S" _ _ U 3 _ 13' _ t ! 6 f/4• t3' 6 t/4• Y _ Ytr 6 1/a 6 t/a' 3 a t/a• r!'3t]' 6 1 a• _ _ lY Ir S• la• 10 In IS` T Ir j 7' 7 I/1 6 to +r a 1/7 I (70P Tp e' Ir Ir a In tr S 1/a 9 ,Jr 6 1/2 IS, 5 I 1 N -_Y -_ tr I]' I]• 9 1/2 I]• 9 1/2 t0 1/2 7 .12 13. I (BOTTOM) _,]' ,r 13' u - I]'_ Tr 7 t/Y 6• tr Ir _1]• ,J_ IS, Ir 13• I,. a ,/2' Ir lr IQ' p I/a• ,t' - 9 1n2. - r , Ilr 13' 1!' 6 9n' S t/2• t (BOTTOM) a ROPE 1r S' it ,0 1/2 Ir ._-.._ ,_Y _ -,r Y IY ' T 7 1/2 5 I/2 Ir -r 4 1/2. 2 (TOP) ..._,-- _ I3• 7'_ _. 13' „ 1]' „-- _... 9 1 2 J 13' .___ 9 1 1 ti. / -,.___ f0 1 2 _ / 7 1 n _.._._ :J• 6 ,n• --_ II (BOTTOM) 7 ,/7• ,T Ir __ I!' t0'- _.,.- ,Y __. ,0' 11• --� e• -8'- --_- 1]',_ ,,T -----' a , Y 2 (Sono") U• T U'- 13' 9 1/1 13' 9 1/2 10 1 2 / 7 1/2 Ir 6 1/4` 6 1/2' 7 I/r Is' 13' --13' - 6 1/2' 6 1/P 3' _• a 6 1 n 3 MOP) 3 (BOTTOM) REP) (Bp1RM�Q 6 (7OF) (BOTTOM) 7 , Y / IT IS, 13• IQ, Ir 10' It'. a 1 7• / ! RDP ) 7• r u S • 3• _ - _ r T _ _ t2 t/1' 6' s• u' 1 s 17 N/2 S t/Y' - _u 1' 1 a f/a' T !' u i• 3 a ,/4' 3 1/2' - - 9 ,/r 9, r / ,2 1/2' 9' e• u , 0 a ,p' 4' - / ,n I Y J - 4 1/A• s 1/2• o 1/2 to 12. / ]' - 7 1/2• 7 1 r / - 2 ,/2 T2 I/Y 6 t/l' a 1/4•.17 to 12 1/2 6 t/P 6 ,/4• 7 (BOT/pY) 7 1/1' ]' 6• r Y 4' r Y 1 I/T J ,n" 6 ,/7• ]' 4 MOP) r - e• _ e• - e• - Si%2' - 1 ,/r - . (BOflOM) - }• 1r ..1 -�r - a I/r I /r_ T]' t _ r __... u' 1• s - n _ 1' .. 3 -- _�o_ I 0• ,r ,r ,o 1 o n ,i 4-. --- a _ e• - - r _ 1' s --- e 1/2"! e.i n (Tom 5 (B0T70L0 a-- r 7 IIa' f ,/:: a ,/r !ROM) e• tr q_'_ a ,/x' ,1• ! 1%2. 9 1/Y s ,J2' iY 6 1/Y 9 (TOP) eta^ a Va' a 1/a' -Y-.._.i3�_� 6 +/4' - - - e ,/+' 6 ,Ji• f (ma" -I a ,/�• e t M _,3' ! , l• a T/a• - -' 6 ,/4' ♦ ,/4' _ a (BOTT») SR SWEET 11 N011 ANCHORS TYPE a SWM IN NSIAU/UKNE W FO HOOD FRAIL MAlMM • 1PNMUTA NO" IIAONOS AND USAW EDGE. U6EAHCE AR[ FNOCAR➢ ON TIES YAOIAL FOR LO 409 IHUA FIMCATO ON 504 U REDUCE ARCHON SPACING BY W LTOLWO 500000 WAR ON SMODUt N nE MLLOMO FACTORS. FOR THE OPEry LION /0 K POUMLL RIOUCC) SIWIND 011ARE0 MAIN FACTOR MILL FAR K LOS TWA IIMYA SPACING F.00ATFD TOR EACH ANCHOR TYPE ON no 9CHIPLAL ,/4•. 1/4•. , a� I/ea 1/4•. Ile. AREpaR INNS oRea _ ts�-ai - - - �A� •�eE Arlie-riw CAIX.«"- MIN" AP04M S►ICRID (YL(YL) .I , 3 3 t Tq' 3 1/2 41RaN11M 106E h,2 J 3 1/Y Y , J H/Y 3 6Yn1CFllr1 ELM[ --3 i ,/T '� •J iA' I J 1/3 3 1/r 4 ACRIL = FACTOR In' •]• - - - J 1/Y _ a., _..--- - O.F - - 0.a­110 .-.- r D46 aw -tm - .N I I T.m la0 - - . Im IPA « VAC* s ONLY VALID WHEN SPACER IS USED. SEE /t FOR MAX ASE. DESIGN LEADS k VAX. PANEL WHEN SPACER 5 USED. 3 YAK, G.M..©. 1, rt. 0 0 0 0 0 0 0 --r ----- ._._...- ---- - - --- -w - ll j a i i i 1 i T '! I' I 1 f 1 I ( i 1 Ii� I TORE At A A.S.D. Dow" MAX" PAN LIIJDTHEL 40 PSF OR LESS 6.-B' > 40 PSF TO 50 PSF-2. > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE DNA VIWD FOR INSTALLATIONS W/ SOLID SET ANCHORS ACW/ SPACER AT 12 1/2. O.C. - _ ____..... ANCHORS (SEE SECTIONS • ALTERNATIVES ON "XIS 13. 14, To *14) - .. . �R-tA/13. R-2/A/13, R-SA/14. R-19/13, R-20/13. R-31/14. 3• MAIL r R-HAW/1S• R-2AW/16, R-3AW/1B. +R-1YW/1S. R-26W/15. R-3BW/16. I' MN- t✓a ;, Z,I 4Y-20RI• SS. BOLTS Wj1 ' � 1f(u5EFORIAAlILLLDpiN WX. , 01 OVER 7'-a.) PANEL LENGTH .. REpUIM STORY PANEL REGULAR STORM PANEL 1 e'-e• . +40,0, -40.0 P•9.F. . (W/ tNER1AF IRO PANEL LEIQTH COL» - - -- ----.._. _ 1 - .. LNi sAFe(Y SNORT PANEL # r-r • +50.0, -ss.o D S E. ,: . _.� _ _ (WIO OVEIRO MID PANEL WON BOLT) r! .. _ . A I ! , 1 +. TOWN' _ • - .: - _ _ -- - _ _ _ A IRE 2'-a• YIN. PAKL UGTH / ' - .pr AT ALL MOLRRwGs S.S. BoLTS wA.�E�y AT EA OVERIAT 1 1. _ - , .. I _ _ __ I ___ . .: _ a __. _. _ I H _ e.. _______ -__._ t _ } 77?S INDYd�S iIi 7:1tA-(-_---- ----•----_-,_ _ - - .-LBut10N O LIFE EA:ETY I D.M.. 30. I ' t PANEL BOTTOM CORNERS �._. w l __ .. _ I _ 01?NRAP �- .. _ ... _ _ . iC1iLL11Y14 / O1O WINO NUT AT wwa NUT AT ' 13. r" Ma LEFT PANEL RIOIIT PANEL r aa, t INSTALLATIONS ONLY VALE) FOR WIND I - -------._........ R-1AW//11H5.RR-ZAW(SEE111� SAWS./1�6.Atrv[s ON sNtETs 13. ,a. w�row/1SRR-ZBW/15.3N/3BW/1A. 'iYn,� SPEW uv TO 170 m.P.h. - YA7. GAP LIFE SAFETY STORM PANEL n ELEVATION (t) '" SLUE 1/e-i' � REIN" x.♦e7• 01 RED y,...; _ - STORM PANEL (,AN mt- -, qpE WLLLY) PANEL LoxOAP - -- ESA","" hN __ _-_- /4 :y/rrr �� vC - �pp��1�94Ea =: '� �_.......m .__ ._: - _ ._ *: • #�(f) LIFE -PA EL Z 1.* � # FLORIDA BUILDING CODE(Mon High Velocity NU cam MIOR %..IOR(DA .= I" , RAW amo n+mo 24 GAGE GALVANIZED STEEL STORM PANEL PAR SECTION A -A 4w_ maLCLOW-PROTEMN PRODUM LLB. D 1, �,/ CALM S1. R, 511E31 SCAB 1/4'.1' 'P// •� w,.`N uqA,m .M++N"•EarTL'E:(l ; 3L,w IwAL to.).w-?w4 M. (M)w!-en7 20' INSTALLATION !I DETAILS INTO FOR LiFE SAFETY PANEL WOOD STRUCTURES I 11 I C1) �T.. , i -,(_ _ I .�0 OHIAOEIH - -_ �' I i .11OL70 NFAOER REWNCD A� . _ _ _ g_= - WN" !, ` 11 Ino'si EO - ��! I WOOD HEAOEHH N. .R[pYIKD 1 I : 1 4'. iAPCON ... a 9. O.0 I I , a•! TAP,CDN B r O.C. ° 1 .. .. 1/4Y tAPCOn QIDR. r O.0 I tJs'Y tAPCOW A+CHOa r Ili I� � I ' O O.C. t '11 ' 0 .f" 0 0 ,� :"r I 1tL 1 Ja' I / AIM•' I 1/r It� ... 1/2' ,1/4• 1 - � NA7_... " 1, t/Y t/4• 1; 1 11 7 _'_ _. .. 7- �, H 1 .__ .. _..i /,y,H �a. II '', ___. _, .._ _ _ . fMh. SUE. ` ^ 1 SUE. 1 i 1 • i .O I_J� -IT p f, I ._H/�AMt• : li + 1�'h3A1' A rpl � �u n N --_va I I F s _.: ', i-'' a n W GLASS /, ' A A EX =%4 - • /-' S _ _ !K �w ISnHy,* II - Ol.AtS _.�A .. IA�Kb.�au NNIFINAL Y.� �� GUSS-,. A „ . M I LAWN o. T.sry I 1' WX It ( LpAM 04N K I C 1.' MAX. R 9 1 __-..-..:.'=.-ItL = L I L• Mw. Y A-. PANEL IFRCi1H N; ..---,I-- - 6• I (SEE EL[W1,ON 1 1• Ym ___ _ . _ .r.'_ L -.�I' PANEL LEIWN ; 8 ' (SEE ELEVATION N - -,._ SE !(SEE 1gN ! ... .. .-, :1- -_ - -„ .,, - ON SHEET u)APA'TION._ LEMH E I PANEL ( ELY141TIDN A 1 ON SHEET 12) __ .___..._ ... �_ 1 ' SHUT 12) 0 1 N� : 1._,.,,�. ' ON SHEET t2) 11 t• ..� it,I u ��rA�w1 L .. _.. .._.. D.. - .�,/,- _._ .. N 1' Yln. I O I"- ......�.-. _ _L._.. 1 -(i) \.J N LKn 0 7�0 OW.. - R I Y -\;J N - .:_yti :.... _1 I. I (' p ' t:i p TO OIASS. LJ1 SEPARATION_.- M O1A55 , I f j '., AI) l ON ' 9 11! }- y ® I I. ' - - I �--- 1�13 ° TO GLASS �. 3 6• I .. i E'I I:, T_,. j... C, ,., -,V�,•!',? �, ,._, - , L I 1 _. i r,^ %1 , I - .. S..__ IEt1. - 1 I W,2 .. p EG . ,. _, ,. �47A-m�ap L!0 ,`. 1. _.__.1 L! - I I' w9•1,tae } -. ;ir, G 4 ;!i 4 O PURE W000 I a .1 �, NE Y4 Nan r . a TA►CON �..`y.. I; REQ/REO . ! I A ,J 04 _ t,Ia _ O.C. t/1•. TAPCAM ANCHOR . !' O.f. I 1.. Via'. TAPCON 2.. D,, _ ANCHOR 0 9" O.0 N,UtE ', '. �' ,i sTADGEaEO w/ STUD STAOQEFI0 W/ STUD :.. '� IEQU!RED ed TAPCON ''.1. _.......J.JANGIHON ' t ' �. j O.C. t, I �� _2U 11'000 y ...-....'j .. TE 5t -_9EOIXhNED� ,. .. ^.'__ - ._. REGURED:. _.._,-'-.._.. __.. 1. :, ohllaw O- l - TNAmF1 W ]]/a SiSi �� A i /T �%'' (HENS '•.i O 11f!lll iiH�i FLORIDA BUILDING CODE Non High Velocity NurN*one Zww .44167 •: *MO TA,ew IOC I.F24 GAGE GALVANIZED STEEL STORM PANEL DRAM"W, t. INSTALLATION ARE ONLY VALID FOR A.S.D. DES GN PRESSURE RATINGS (pAJ) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12 * I * - : * qp STATE O - .. 1�E C O IKB.CLOW DIM/NM PRDTECTKIII PRODUCTS, �• Awl 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR FAWL y'•. A�, F O,c' . ' L ORIO •.. • • '1.lrZs> Sf.••._ A / R M. s Ya,rNIII, A A„ I ,:..'ii.r IPA-IAi ti : VW ••,-,w .•.►*Dwls •, CARD CREW 6, 9ryR1 RAW. FL 3,11. 20-175 /1AOHIL (.BOONS•-ww. FAIL (9ea)wN-mI PIwAD f 11NR/O,tE G Wa7,N A a„ P.E �� NK '"• RKEt Ie ar n MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6t) ms ILLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(J) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 A 5) WEAK. A.", DESIGN PRESSURE REW. NTED; MAIMUY ANCHORS SPACING, FOR YIN EA. I" SCHEDULE mum � �ECTORS a M, TM01 ta NA7IWIN MAX. AS.D. DESIGN PRESSURE io. RATING IM,INMe1 ANCHORS SPACING IDR YRf E.O. Pp11 ICHmNj BEIDa' APPLICABLE a YAYapN PANEL LENGTH (el) TA►CON SOLID-SETFEMALE pL� 2AWA-1WLeN C/LK-IN PANEL LOOM" Try.) TAIAWN s000-SEE TANG -MAIM CALN-W mx,lom A mF. b m to C.tG IQ m m IC�10 >•♦6, -45 +n. 71 tr 11• U' 7]• ,!• ,J• 1]' ,3• tr tI' ,o• , 5'-a• NiSS 47ro-7a TO ,l' S• 1J' ,O ,n Ir e 1 tY 6 1/2 7 1, 5 / 1r 4 1 , s•-r LAD IS IV W U• _ _ IJ•- tr Ir /r ,]4_ 12_ _tY U' 10' 1 dDROM) _ IS' 6 In: -i3• lY 1]• _tr r IQ' 7 ,/Y• 1r ♦• , (BOrtaM) _tv t ," , t I ' U' 10 • 2 (T0/ 13• !' - t Y 1 1 0 n IJ' _r 1 ♦ 2 ,3 i t 7, Y i 5 , 1' 7 _ 1 1 ' / J J (TOP) tr II• U• t] _ /J' IJ'- IDS - -tT 13' 1T ...ti' ,0' 2 (BOTTOM) 1T r IJ• I3• 1Y n IY _/J 0 n n tY n (IgT10Y) 1 u• .. , s 1 3 t s , ' 3 , a Y a +Y - ! _ - o• t (TOP s 9 1 / ] I Y / O, 2 7 7 7• / - 3 LTt_ e• - F- 3 ' 1]• 1a�,1• __ _ - - Y n' 11' _. - _ 1 +• a• e 12 1 s• 1 6 4 a e 6 t 4' a• - 1 1' s' 1; I , -t. ♦ 2 J 9 -- r - r - s' - :2• 17 12'. _ 6 1 4' -.. a' e ♦ 1 e a, 2 / D BC7T011 - oi._ 1 - R ) + (BQrrDY) - - i' ''- IJ• _.-. U• q'-_ _- a _-- _- { 17• / 1 J '1 • - ..'e' ° h ,' ] , ' J 12 , 2 � r n __ ,' 3 __� 13' 6 Ile _ � 7 '] - - t J 1] 1] 6 I/+' 6, a' i 2• / _.__... Y f l / 2 6 1%}• 1 1 a i` e• . 1 r , 3 `,Y 6 1 4' r _.__. 9• - 41 n °_t/J - - s - 1 4• ♦/ /2' a, -7 { Ile - i / E e0FT0 ! M (TOP) r _(I01rolq - t 3 +]IJ Ir i/4' -- . 1 1' 1 ' 3 ,Y - _ 1!' 1] 1' 3 ,J --- 1 J 1 Y __ .Ir_ _ 1!' 13' 13• _ _ ---� 1' ! 1 ] 1 0 1 0 ------ ROPY _. -__. S (BOTTOM) 10' 7 1 n 1 S 6• 6 5 RoH'1 S () 9 1 n 6'1/1 -_ 0, T ,%Y - 1 1 n Ia' - 17 6 +/i• s_ a ,/P 1S 6 t/a' _-W _ ,T ��{• ,o• f ,ia• ! n _ 6- _ :.j S' _ �]= { ,p• 10 , a ,-/4' S I/Y - Ir" 6 M + ,/T 6 ,/+' a STOP➢ a (eo1r.») e 1 a' 6 1/1• ♦ Ile ,r 7 1/2 13•_ ta• 13• ,0' it ID' e• Ir 6 1/2 1 TO e-N' tr_ S W 10 I Ir e 1 6 1 7 t/2• 0 , Ir 4 , 2 1 (TOP . t0 Y_e• 13• 7 t/9• 1]' ,i• ,3• 10 IIV _ +r �,J'- - -,r l0 1/3 -tl• 11 t/7 A. _tY Y 1 (BOTTOM) _tr IS. 611/2' S' 13' t]• Ir 10 ,/1 1]' tJ' `9' ♦ 1/2' -13' -tY 1]' 9• 6 1/2• Ir 7 t/3• 7_In' s In' Ir --I 3'_ 6• a tn' t (p01Tdq 7 Rol% ,3' IS, 7 tn' _.. i 1/i• tr --- IS- tr _ 13' ,7• - Ip' ,0 tJT. _t0' - to ,/a 1+' - i1 tJY 6' a• ,]' - __ tJ' 0 1/T• .. r i (HOP) 2 (90TTOM) 1r .- Ir -...`. 7^ ___ 7 ,�. Ir . Ir_ Is' -- ,Y ,1' I]' _..- ,]- 9 1n• -_ 9 In" Ir ... _.._. IS' I I/Y 10 1/x :�i : 12 -... I! 61 /J _� J (W ___._.-. Ir - _ 7 tJr - Ir J 7/2 tr 12 ,%T _7D' _ 1]' 9 ,/4` 10 1/2 6 ,/a' t]- a ,/2• 10 1/1 ♦ ,/4'--� _ ,1 1/2' ...__- r -�-" _-.� IY 6 ,/4' .- r { iJ_4' a R0P) J (80TiC1) ..__ 9 T/r 10 In' 7 1/2• tr 6• 3 MOP) 2 1/2`I,2 t/1 ♦ ,/4• 0 1/4' 2 Tn• 6 I/a' - - 6 1/4' 6 t%a' 7 (BOTTOM) 7 Tn• !r ! I/2' _._a- !; 7 V2 4• r �.,1/2 _. Y ! I/Y Ya 3' =.-_ 4 MOP) 4 (Bortolq Y 8• -nL 15 1/J' 7' ._.♦.. 7 ,n• p' a' ___. + ,n' Y 6 //7' J t/Y a (TOP) _-- fir- - e:- - ♦. ------ !_ ---:- -';: __7' _ - Ir_ - a 1/2' a _ __ r b. t-/J _ _.. T - 4 (BOTTOM) _ 1]' t]'- 7 In' t]' 1]' 1!' 10 t/2 13' t0 1/3 tl In p• IT Y s R°P) 13- IS. _ 13• 9' +]'� I' t0' 7 tn- 13• 6' R°P) 7 -,/Y _ 13= ;r .-ie' L0 to tr to ,n 1 IJ3• -r� ,r r a (e'an0_u) ,s•_ .-tl' _Y .r- 13' _ 3' Ii• 9iri• Ir a +n• ,0 ,/r 7 tn• s r 5 (aGnwj 1]• 7 1/Y _ ,r ,Y ,T 0 1/7 IJ• 10 Ijr,i-�% ,r 7• a (TO►) _ ,Y 13• ! In• ;! a 1/!' 7 ln' ! I/J' tr +%J' RL aP') - !i/4' 6 1 .• { t/a• a t i• _ _e� 6 , r { ;ji' a Lori%� a IJa- 6 t/a• aija� i­ /+' - - ♦ IH• I iµ a sort« TEE *W 11 OR AHCHOI6 TYRE A SPACING FOR IMAUANOHE MO WON FRME BUILDROt • W ANCHOR VACOM Ao WHNNA EMT CB,ANL9. AIR .IDFAWD ON PTe VC -COWS FOR CAL LEES THAN NOCAM ON WeDLAZ RED" ANCHOR S►ACNO 6Y IAATK'LnNG SAICN6 SHORN OA SCIImMl N M FUUDWM 1ACT0114 MR TWO OR MTON TO K POEMML REDUCED Vttm 06YNFD VrIO F'ICIOR HILL NOT K LESS TWA WHIM 9V934,11 MOORS FOR EACH ANCHOR Trot ON Two SOH➢" Yet ,/Y. IMP , 4i 1/6•. I/At. All I , TTPE wpm KLoi. vav- AM OAK -A Meff" ANCHOR SPINOW (RL)- 3 3 3 3 9 ,/T E 1/3 AVNMHMEpK ----- -] 3! ,__.-... ,• 3 _._..__- 31/r 1 ._... MRANfE BAJ olNEaa "W _.._, 3 Tn• 3 ,/7• $,/7 3 11A' ACRIIL m IREWILs M:T011 11. 0.35 -- - - - eii- .34 - - - -.. am Y 0.40 0.w .. - 1.A - _. - _-,__. CO _. ..... .­ _- _- _ _ ,, -_ _ - ,AC - _._- ,.K Tat ,AO '• $PAL'9.105 ONLY VALID WHEN SP/'CFA IS USED. SEE,FOR MAIL A5.0. 0ESK31'1 LARDS k MAX. PANEL WFRN SPACER IS USED. TANK &I A AS.D. OEM LOON 1E116TNPAh1 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS IT W/ SPACER AT 12 1/2. O.C. ANa'. TAPCON- CHOR O e• O.C. - �'i FOUNED � OR CONCRETE BLOC( RtpI1M[D. INSTALLATION INTO 1 4.0 TAPCT! ANCHOR • 9' D.C. j,:.�, ¢ DETAILS POURED CONCRETE �EEKKKIIW F011l® -CONCACTI oe CONCRETE BLOCK R[WHREO. FOR LIFE SAFETY PANEL OR CONCRETE BLOCK STRUCTURES 1 4•. TAPCON (E�XIgTIIO p AIRCE ARCHON 0 9' O.0 - CONCRETE OR �;' 1 CONCRETE BLOCK !L 4 REWIRED. / Ile % . VAX, ,, 1 .. } E.O6 /; /%il' /� I 1 7'�' ,v% r, , f 11 qp 1 .if a%TwDai/•'EXISTI tAaLSD b 1 I 1 ui I -L• Ma.. R 1 PANLl LENGiAI �, . tt 1 SEE LIM ON I. t• Asti.I 1 ON SaFE7 li ) a" �♦ I Ll2 � '. I 1 S.D.• I .� -Y��f /! IF Mr 1 ., i 3/4 I ' ' 4i 1/4.0 TAPCON� ANCHOR 0 r O.C. OTwm POURED CONCRETE OR CONCRETE BLOCK REOUIREO. de REGULAR PANELS WALL MMKTINGS i E.D.- ui. {� / ij, 1 1 1 . I MN. ESN -'TV I tD OIAS6. CLASS. ! ti . --f I A, 'A 1 - 'l` MAX I 6' PAWL 11FN67H I SEE ELEVA7ION 1 ON taaTT IS) _. .. ._... _T .._..I i x 1 j I 1 LD• I 1 11 ; 0 y ' ' . I .Mwoc' 1 i././ 1 _ __..i. ____. i; ANCHOR B ♦' QC. i- 137iN0 POURED Commm OR a NO CIE BLOCK REQUIRED. _ ANEL SU WRITE 1! A 14 Mo AHOH04S ANCHOR TYPE _ ._/4t TYPE r fPALTPIG FOR rR1AUATON4 WN WPM ,7N1MIM AOEII r9ONn (YL) 3 O W FRIAMS MIADMRS. MARIANA ANCHOR 1PACINGS AND YNAAIr •a1IMRPARM OAwaN W AK.RAI AAWAA a" OJ 3 EDGE DEtANCE AAE MCK'AWO ON "a $MU L /'OR LD. LEU THAN /O1CA/ED am 91>LDIILC REDUCE ANCHOR BRKJW: 3 BY MULIRYNO 6PAa1A0 SNONH OM SCHLnuu BY THE MUCKING FK•IM mm m 1� W � I ,/r on PM TIES OFOM"M " K Faw.IK . AmUCIED SPAIJND Ormat) Lola FACTOR SHALL NOT K LOS THAN -.._..". _._ .. .-_..1.11. . "I ,AIYMHY SPAfO ,IOIOYEa PORE EACH ANCHOR TYPE aN tlla fOFK91AL. ... __.._. , ..._....._. DWI vv% __.___ . } ��Y% I. • t/1•. TApC,,. ..__ _.. :M ►➢LIKED ANC310R ..• O.0 OR . CONCRETE BLOCK �- ; REO(MYO, �J 0 fy Aim- _. _ rig 1 1 EA'),* ,Lrl, , 6 1' Mi. '1'P-lo.+• .EK�,R,E If'.SEPAIMITITo IOON. n N . !�_.N A How 0 rao K FOR Mon M C R 1 T MAX. 41 FANN1 lEIaGTH A0 a ' SEE ELEVATK,N ( OM SHEET 1]) 6 .; / 1 /, 1 Ln 6 r, 1 r 3 is E.O. J, 1 , r 1 I 1. EQ r, . I EOI 19 . Y ±! Tp .9. / Rwn • I2 t 00. ...1/4.0 TKAWN ANCHOR • !• O.C. 1'+O'M o CONCRETE OR . G' MOCK REWIRED. 1100%„ WALL MOUNTINOS SCALE ]/D.,• E.O.• i CO! y.i I. _ I j I/ati-3a3�a• 1aWLnn I 1 O.C. ..I/+'• TAPCON ANCHOR a 9. O.C. . �POUREb CONCRETE OR BLOCK REOLKRLD INSTALLATION DETAILS INTO WOOD FETY PANEL STRUCTURES W . _ it vv pOpUpI HEADER �!p0p NEAMR --- t-.REBLIRED MWARED 11, I I 14`4 rAPCON I ; I ANCHOR • r D.C.( , . tAPCON • 9. 0.c 1'i+ Al) ,III 1 il. in• I,/4' t mv � .6 smois ,n• Z. ._ I ._ . :E I 2 y,I I 2 I 1. AM I : Mm I `ffi 1 Cs � I I lati p 1� I 1 y„ ' D _ A w oACVA•' Y .. .. 11 .. ...•�. f 1 ID�41M Loa -f7 !T1 Y GU�SS�M I 1 1 R I 1 L `� MAX. tl I PANEL LE1tGT11 9 B p _._ I 1 •L' MAX. .. 1 LftIGTN _ ; !• (SIT ELEVATION N 7 I , (SEE ELEVATION �.. �.-._. - i-,.: - ON S11FP 12I N B ON SHEET 1J) T _......I 11 I gN� I • ARM. 1 N�SEPARATOR.... ; TO CLASS. , ITT ' 0 1 iS._:.: -- ._, ...... N I' YN, . . 1 U N S.I.-SEPARATION...... N I .) 0 OLASS. : - . I {T�!jY, I '., . F �. !. 1 r u yr PC 1 f __ - I Q T • a NAY oG I FD. - - i 1 ED ' -•i 1 I _. __._. ._t- _1 I w I: I _- _.L _. Y.4- WOOD I', PURE - MITE WOOD... REWIRED 1/4•0 PAHMMAIE PLUS AEOIIIRED Nil 1/4•e FAtEIAATE PLUS . ANCHOR • 12 1/2 D.C. -_ ANCHOR a 12 ,n• O.C. XAW 6 Am WALL MI/S SUES ]JE-t .M." , $ .... 1A: r l(/ 3; ' EN4r . Lft �NEL MOTO,# INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (a 0) AND PANEL .4416T * q* STATE OF ; Jv Vp'• av�'r f OR .�• 1�C FLORIDA BUILDING CODE Non Nigh Vebell NU wo7o 151Qp. ,KC 21 GAGE OALV111RZE0 STEEL STORM PANEL O SAL PROTECTKM) PRODUCTSN LIB. cam Zone I.E.t. DRINK M p LENGTHS AS PER ELEVATON ON SHEET 12. .�'" .•' 'Fi rONAI IIa. 480 S.W. 91 m IALn 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC .i'... FAi /-i.�>yd ANNI,AIHIYa` J , R ,,. '.,.•. 3 - -- ORAL n. U3,a +�"N H. .r�_,at• PHRAc (9wNRR-»y FA,: (9egRRF.R7n 20-175 DENSITY OF 0.55 OR EQUAL PC IMAWMMI1AM/001 wK,t3N 'v-00017,9 w1 A. 7,LLD A.. Ft r DD'P"'PN' MYEI +P a n +a CD cn j CDU � a- � O O CD C C6 -0 >� Q- .5) _5) U .- = =3 M O cu U) O Q a. Q a) c ILU O � (u LL Ai•- Q cu - v/ .— Z3 ^ ` W L O (V 6- O 1L.. Q = .Q `►— .- VJ �- Q M CV O 2V u N = !� i 4 W z z J o -0 d -O > 6u O .L+ a, 'i r-o C m " N m s•c _; =LA_ a ,y m O r U3 EV L •O W O m d Q CV Y X Z O m CL 511, .' C = C N ... Q La .- - l0 .2! to JD La HL 6)1a O M. y=•m w E - I.- O a: !d a A. O W m Q ,Z Z Q 0- i-0 a) ♦� v , cu 0 L.R. Q U :3 Q_ U) Mcu W SHEET NO. SH 1A EZI/IS, EZ 1 W/ 18 APPOIQI S .. .._.__ ..(SU SECTION EZI 41 ALTERNATIVE EZIW ON SWEET 16)_.--- -13' NpX,I- 1' Alin . , Ci= NOTE 2) -Us/@ V 4R1• OrIf ,' Kin. 2) I 11 I . _erg ' 1-11-1-1-11-1 .,1_�_1H-11]] [L' i �_I_ _ . _i_ _ _1_ jtnj A� PERT.�.T'_.Ti'--i-7 .. T._r.T.._T_T....T....t_ ,.T-",^T'-t-T..-T T.Y--Y-T-'/1--T" or r._) (END YhWEL) 1 (INTERIOR PANEL) (INTEROR PANEL) (INTT7a0R PANEL) - (END PANEL) MAY -�.� MP SEE NOTES 2. 3. 4 i 1 I I (END 1 vTNEE) I V i I I SEE NOTES l2, 3. 4 I 6'-R• 4AA rANEI LING), 1 * - * - 1 * i * -i. 1 * t I 0 II. 40a RA f IA { 11 I I I ` � TED PAN[L/S{�1jFw/ 1141-20.1• ­­----,i -... _ _' _.. - .. ..Li . p.__'. _. - - _` t Y[�151 AS rA LAPo�IC I/���T�Tl[[i_T��f�-11j����jiTjT tj T 1 -W:� N� - �3 1 MAK JJ_LL.JJ_LLJJ.ILLJJ_LZJ 11 .1. Cl"1J11LJJ_LLJJ1 L-1J-l-LJJ---_1_. I r U. SEE . - 5 r•. t-E71W/18 3 ' @ ANCHORS /J01r .-_.._...___EET.(SHE SECTION E21 AI ALtfRN47K EZIW ON SKI8)...Site EZ1/1B, TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(j) SYSTEM (t) M SECTION A -A 4"0011HUNNN SCALE. 3/32--l- "CEP A; 7fQ/;N. : .'� 3 44181 *:• * :*' s+yOSTATE 0 .1 t FCOR10?16 ENGiNJEEPING EN13INEERIN(3 EXPRESS' PRODUCT EVALUATION REPORT September 15 2020 Application Number17889.1 - R2 EX Project Number. 2D 31543 Product MenutaCYurer All American Shutters and GIs,% Mi nulactwur Address 1540 Donna Road West Palm Beach. FL 33409 Product Name 5 Description 24ga Galvanized Steel Storm Panels Large Mlsbdu Impact Resislant ion: Evalua Scope o/ t Ties Product Evaluation Repon is being issued ill accordance with the requirements of the Florda 1 Business and Professional R latIon FlonCla Building ComrrYssion Rule Chapter Oepenment o e eas a ngu l rig ) pl •r nce per a product noted above h n 81G20-3 005 F A.0 .for stmewldD acceptance a Method 1 d The ct 1 bo v es twit pr P () W harem t h an a with the FloridaBuilding tested and/or evaluated as Summarized o s ow conllNi c da B rig Code Seventh Edition (2020) and Is. for the purpose Intendedat least equivalent to that required by the Code Re-evahN Ation of this product shall be required following pertinent Florida Building Code modlficatlons or revleions Substantiating Data: PRODCVAL ATION DOCUMENTS .L anng w203T1'24ga Galvanized Steel Stone Panels (HVHZ A Non HVHZ) she -Pr, 1.5 IMepaied DE Engineering Express, signed d sealed by Frank Bonnardo P E is an integral pan of this EvRhtellon Report • TEST REPORTS Uniform slarL siguct, i l preitor en uhas been tested le accoul nc9 with TAS 02 teal standards fx1 lest 7 1 re n e TIB1-ASG 1 -00 Backwater TestInc PO l) W n9 Large missile impact Resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 2011esi standards per test tepod(s) 4,6T-ASG 17 001 by Blackwaler Tasting Inc • STRUCTURAL ENOINEEPoNo CALCULATIONS Sln¢hual engineering calculations have been prepared which evakiate the produd based tin comparative and/or rational analytim to quality the following design criteria I Maximum Allowable Spans 2 Muumorn Allowable Spans 3 Minimum Glass Separation 4 Anrhnl Spaang 160 S W 12•" AVENU9 SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 11866) 396-9999 TER M@ENGimFtRUAcExPRrss.com ENGI N EEAINGEXPRISS.COM ♦ .AST PANEL®TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Of ,1 w: or_AF HANDLE TO FACILITATE INSTAUATKN If IMENDN ' : aOM INSIDE OF STRUCTURE. I . r . �­­ �)i,E1NITIGt1 E-Z HANG STORY PANEL SYSTEM CON.IS 5fING- PAN L + Conl. TRACKS TOP k BOTM61 CND PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR W SHALL BE PROVIDED AT TOP OF SUCH PANELS. (5). IF END PANELS ARE CONNECTED TD BOTTOM TRACK, CONNECTION T 14 SHALL CONSIST of r 20x3 4' N.S. w 7 •0. 3 WING NUT OR I/+`ex3/4' we THUMBSCREW INTO TEED BOTTOM TRACK. LOCATOR OF FASTENERS MAY BE AT DRIER OF TWO EXTERIOR FIAT RANGES OF END PANEL. (4) IN CASE THAT END PANELS ARE 1407 CONNECTED TO BOTTOM TRACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHAL1 BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE ((3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK WV OCCUR AT ANY PAWL LOCATION t - A;,ATiptIS ONLY YAW FOR WIND •PELC _° M 170 m.p.h, `40110 "LIM fw< 24 GAGE GALVANIZED STEEL STORM PANEL a,- er 1 I L E C O Ne GLOBAL PROTECTION PRODUCTS, I.I.C.o'/am [STirio ENGI�♦ a Co.i AxY 4ea0 SF. 11 Shelf ` aw. Is.' 4i,-1, ze1 Iv, •n I3WR n' 31h NMML (CM)MS-76M r. l•44NM-.Ai 20-175 - " CAA-ODO•,1.- 041RAe n•. ENGINEE.�ING . Page 2 Dr_ All 'lmcncan Shuncn and Glass - 24gs Galvanized Steel ShTTTn Panels No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required got installations outside of wired zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonSITaled as evidenced in previously Nsted test reponisl. and is accounted for in the ong naenng design of tin product Wind Load Resistance I IesUrxui has been designed to resist wind loads as indicated in the span sched le4 sI on Me raspecYWo Perided Evaluation Document (I e engineering drawing) Installation This prud.Lt shall be uislalled in send compliance with its respective Product Evaluation Document (I P. engineering drawing) along with all components noted therein Product components shall be of the material spoofed in that product s respective Product Evaluation Document (I a engineering drawing) Limitations B Conditions of Use: Use of this product shall be in strict i ccoidence with the respective Product Evaluation Document (I • engineenng drawing) as noted herein All supporting host structures shall be designed t0 resist all superimposed loads and shall be of a metanal Listed In this products respective ancho( schedule Host Structure Gondlions Which are not accounted tot in this product's iaspeclive anchor schedule shall be designed tot on a site -specific basis by a registered professional engineer All components which Are permanently hInstalled shall he protected against corrosion. Lon aminallon Rod ether such damage al all times This product has been designed for use within and outside the High VelocltV Hurricane Zane (HVHZ) Respectful Iv. II i1 Frank Bennardp, PE ENGINEERING EXPRESS' APE004,5549 I Cen ADth 4885 160 SW 12'" AVENUE SUITE 106, DEESFIELO BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396 9999 TEAMO ENGINE E RiMGEXPKESS, CON ENGINEERINGERPRESS.COM MH' 1. ,' V "NVAa1 '1.,Yr..K'�I+xa V".11.'i.aLL 1�1 1�, :c'CIVa4v _ ,Gut ' T rrl� MH 111 ,-, I'm " r .+. III LyC1 11 M [m\ i'fr'G .. PT 411�N. <1 Vt J' 0," P , 1. 1 U W w• P :� - , ,1 Pall, ri '. w!;^ 68 ] -G 1•1-, , 'T- Ili" - �.�Af''t W O ,IX. .w h HA'. � ' J.I Z Y�A�{xL w , .xIA4f.' hl" u� P Q° M w) SI.�wJ_ u.u�s.w S e •* r r. - H r•T � r <W Y A N T ..rH N - OR v,ALa 41, -, RIIrR � E 2 c yI O:a •'D 3W h N yy n••T n" n S> . 1 b "' a .. Ej i, 7 I w or rt� �<t�. � 4 I'� via ��p' 4w . W n. •.�.0 3nT]P i' Yl yI •,:-h Nr i R` - F LM,.,. ell-r -Hxlr .. •' U I. _ A� xs1 4 - A 1s z I,�r V) ill4� 7� VQI 5 .;,P;, ,. e J N .1 . I• O: 000' ` Lhi-_N f rvH r w,T- N"7t - NYNV Wltl- ,.LIEF. l NTaRNRTa eIaIPDUT vas n_ca sa.'s :'^ _ Q S H %' IRHtxa 1 .VW..A Pon' win. IY11F M "� ", �.:U •r •rr.4,R hTP1.•+'r 3�-Tr'RI-i-',1- ,Y, ^ In IC C•x:T]✓1 1 Yr14 511AL i'{L' n. IVL M'. I4r: ,#. - TI Ay '.: LTm,.111111-' _ :•:K:.J rY rr� Rrn -(J I &LI LI1MiRL00R NOVA 9tRInN Y'fI �aqi ,I-i N T r V. a'U] al -( \'J W K 'C � O W R IT- rr -I 0� M,n_-F Yua L' , h:4rla _ • , -'T. .-.:-n i c IF 1 T F ..III Nil' aN1 •y,Gl I11 Mk, tLL - l_ Aa _W:'1 A, ^; z '� DI T{K C •\C'9-E IQIL'l •`' , . ri: am: = u n . - M. Oy ,_ U "'L""i < nIV TIN a+tom _ Q r14' 's"X: ill . 2aWAD xOUNT By-Crldl �.•Nri,FVA'n. I•'1A-11 , S Jl v.,1'N l..y- In"n Z9 . Tj�K� Y- .. _,. ..,-rer •"., aZ - � ." � ,:AI - 4 IN•�� . *t �fr-144 vh _,r:lPu.'.TtvxL --} L a :•^a," w .'I:, K' x I, IYL_� .n e,:,0 rr '�`] a rfl\NR.THW I 0. rT -Az•--t v', IY a 1rxL w.r vAHv f ."D1 - ., ..�. 11.1 y W Nil:',•Ai,!. M-IT'- .-Actr{T ,-,•'I'_•:1,o I• L (,rl^AA Hf, NnN,t aTl••`i11Nw1: ^I, .1A Idn-.i ,. _ J 71" M "Nils 4io ,r eucnxr• t se"T'., -i -I Q l4 w A,-ag`iL'I I .,i'. HIU 2pp "ja TI •nikl p L.(:� rp. Ndr :Y-04 ce•T"rn:'. K' Rq�nI-Ia ...`n a I S M� -� I Br" A rtrt 1lE'• � d �$I 1 � 17I IY.r1 611,1 -I _. 14 u+w ".!. .Si 1 I IJ xP. „ 4 Per-cN H (ralllre , . B I,s F: irHTr. ' 1!i M1 IN.:1/'Fb w.NV 1 AF 1 6:T"Un"!'wr I14 I� a 5. f1:::: u ;t 4Lx-nT PEg g ggg , ".n4�U41L ai 0..3.I1 NLIN.I I . �i$I EI DIPS: L'._ irY.,.F W rA•'. -t W ♦ a vn1 ,,-v ri: I:r+ 1';-< s L FA An eG"..' rLiT .f•Tlh'.•u.'A:-• 1M IFF" h„y { 1 WRm70MP4VIr YxxIRXI PT ..; -1 � i - I I I(nw_i1ALN�i, ;17111_1=1 ; +-'c1'1'r' a:a` 20-31543 111 • Ml 'T' '"A PAMQCAE.LPT1rA• OnONAa r0A'BORpP1 CLOSURE OITAIL 1- WIti11 'E4�1. . W. J�� - eP� I12 T'i En -r. Y.CKE .thY1 •: JY " t l..l, I - 1.1;NL rI II•,'•V J 1 II INN II.-..iH I V-11 ', - - I' 1.. k;"NH:I xU11M I&WIION INSTA iON_ _DETAILS FOR SERIES 200E-Z 0 HANG STORM PANEL 1. INTO POURED CONCRETE. CONCRETE BLOCK AND W-QQQ. STRUCTURES EXISTING POURED •1 r ..._..... ' l CONCRETE OR '� CONCRETE BLOCK Y" REQUIRED .>✓�:� 1/4.0 TAPCON ' - -�_ _ 14x1' NO (FM M n t I:: a1f 1'; 1 1, I /1 ' 1 AMC • 12' oC ® • 4' FROM EDGE OF pEC,PP.FO 1 J \ o I .I, two, ����- i ' ---------- 14•hEBl/ �..')�� V4'.-ar n lix Ba1B A�1 I To N N aR7EN I t' Kin. I I 1 ,7 DD Par FIBLL it R`SEPARATION E1RBT a TO GLASS I 3/Ie'P i A-UMINUM POP M 1' Min. ETR511ry, C,�,i(•-'SEPARATION TO MASS, OIASS N I RIVET vIT �Q 11 R ti` _ = I -'r' •.- _ -'ih_.� tl4v-�76�1•Agyy I B•_Q• am. N- P�nP"� 2 .; __ .. t PAN0. LENGTH • 1NTIM3•��R_-Jl_ 4 RII__r{wu _ ___ a k,. Ara JPI _ �. ,,�.___ B la MI, I-..._ T. _ t - r 4-'SEPARAT S { t0 GLASS 1 1 Ij 1' Nin. it_.PARATWN•'- Will-L- E TO UAL. ,,_1/4••-Vh2' , 1 THUMBSCREW E ' 1 i I a L21 Lr 1 ( , Lrr f I JWw. E0. . ' - - 'l "` 1 ,4'9 TAK N ANCHOR • 12" 0 C -""I %� LL�' -,V, 4'." IAPCUY ANCHOR ... �t: - O 12 O.C. 1 /1'P 7APGON �f( 1571NG ROWED I t i 2'a1' WOOD ANCHOR O 12' _ L'OIfCPk"fE on i( -'1,It CONCRETE BLQCN ' .. R[OwREO REQUIRED, WALL MOUNTING bte��U�UNft SECTION -ELL ALTERNATIVE EZ1W SCALE 3/8-1- SCALE 3/8-1- HIM .PANEL LENGTH1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. DESIGN ALL BE 2•-6• [;� PRESSURE RATING •H/- 40.0 p.w.f. MO B•-o" MAX PANEL LENGTH. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. M;gip A; ,tl(;;,%, :l9yi 4*y`N�'' JGENSar•• FLORIDA BUILDING CODE Non High Velocity Norrloone Zona I*.• '3 4''•ry Q. 441 ^- * ;*g STATE 0 r _ �'' ,F(OR10, L" Sip ••F.N' �aI ♦BRIO nT1.o6. Mc �,.GLOBAL r;:`tTSI�. e..rl,�@Ne �e..:na.. '"�-' Y4 GAGE GALVANIZED STEEL STORM PANEL rE own, PROTECTION PRODUCTS, LLC. Nfe, 1. al STA T, na+ [E6.)tr-76 AFMIL n. rA�.Iite.}r..1.7 or.T-Uri 20-175 Oa4Wilra M A NN ,., IINNNNR /WVWrvla/nPn AiV.fUT A�RII P[ nlow K. I wNt1 Is a le ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM -PANELS (HVHZ & NON-HVHZ). WIDTH UNLIMITED -WERR TO PANEL SPAAO TOP MULINT (CONK TYp, TYPE AS RFQ'D) SECTIONS 50.1S WITH WRSMEPED WINGNVTS FASTENED S OVERLA➢S 0MIUSDAN (USE `� "� APPROPRIATE SPAN TABLE) p.o L' E ia FI-&N VIEW zQ z a ui fW.15b' 71 '/ \ / g ! ! d� i BOTTOM MW NT �1 (CORN TYPE AS RFQD) ` R0. 91" MAY BE AT T - O.175" A BOTTOM T TYPICAL VERTICAL MOUNT ELEVAIION 1 11 T . ELEVATION rap MOUNT (CORN TYPE Lite" (SPAN ABOVE 7i:• REQ'D) sTRIKncN} DDTTOM WNT ...11 `• (CONN TY ®AAS RWD) --0 U LOCH CTTON O (LOCATION MAr VAR,) Io - Z T.17NT "' (COPE AS I BOTTOM MOUNLT(D NN Lmnx TYPE AS PECI D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS R l'I'lE0, OPTICA1)6"-20 STFTCM nRWIDEO THATCONNECTIOM'AND BOLTS WITH WA6r1FRED ANCH0R5 AIIE USED WHICH SATISFY VYING NUTS FASTENED 0 SPANS Af10WE a BELOW OBSTRUCTION, OVERLAPS 0 MIUSPAN (USE �.._._._.._.___..___..-. 4PPROPRIATE SPAN TAISIE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 '1 I:. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION T N SCHEDULE: 24GAUGE PANELS MINIMUM linRM PWt kPARA110NfWM GU165I Hr D OM 4 lNv vas r H a NTMI Aal l Essf F r1EIl IMxIM M ' U i DESK N A11DW0.BU INSiA AT1UN51f35 U Nl3T tM7N GRFA ALU S TFR I RRFSW Nf I ' SPAN AM,I r DEAN 3U' ABOVE GPAOF PA'/7D' ABOVE GMOE . I (vM) _-.-__�__ ./.-S 170BM ..._---- __...,. .. fOfi In _-_.._.. _.-.-_.. 23i YF(_ _ 3Y / _ 720.OM _ _ h.O61n - __ 1.,i 1 ... . _ d4a _ _.__ - to ow _._ . eo6m - _...._._._..._..,_i 2.tiul ' •z45 4-- 1311/D«I _ eu6n --------- - z.s4M 1 ..Sir / 1.•OD M b Q6In 1.761 n •/'61' !"ill sag. 2.15 in +� W {9Z n 6 09 Nn 7 9 M a I 59.a M 6.I1 In r 7 2 2 m •,70 / A..._ Sa N _ _ 812I _ 7W n DI'AIV Dl t'ItUULt NU I tJ: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DE.MLMD aranEl FASTENER SPACING CI TO pETERNINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE SCHEDULE IS ACCEPTABLE FOR USE WITH P05MVE S LESS THAN OR L TO LOAD EQUAL NEGATIVE DESIGN LOADS. I, 'PANEL FASTENERS' ARe STUDS USED IN CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS ('F"-TRACX. STUDDED ANGLE. ETC.) USF. 6 25' D.C. PANE HL FASTENER SPACING TABLE VALUES FOP ALL ""- AND'U•^HEADERS (INCLUDING BUILD OUT CONDITIONS). 3, LINEAR INTERPOLAftON BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD I 1 ENTER. SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM At.IOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LIMOS ONLY IITEPPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD T THE HVHZ AND OUTSIDE ESSENTIAL 1. FORINSTALLATIONS W SLOE OF tR5 OF FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PAOTEI`TIED OPENING IS REQUIRED. F MAXIh1UM ALLOWABLE �"y ;:�DIRK 11„;' w .44 DESIGN PRESSURES: Y A"" 1' - NORM A5 NOTED IN DESIGN DESIGN NOTES: SCHEDULES Ia e -11 POSITIVE AND NEGATIVE DESIGN PpP95URES CALCULATED r FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING INACCORDANCE WITH THE NG m �gy l GO�ERN+NG COO . +pE> WIf�UIRS E 7 -9 H AN kv=i � R n DE RM VIED 1N CCIORD A CE CHAPIE'R LESS THAN Vut s O0. EQVALTOFTOENPDAO6RNDJRGNEGATIVEAbE'SIGN kj < PRESSURE CAPACLTT VALUES LISPED HFNEIN FOR ANY ASSEMBLY AS SHOWN, W ®®® . try m GENERAL NOTES: uNa£ iAv SPEC A T J. THIS 9 K1FIC.hTION NA. BEEN DESIGNED AND SHALL bE F RICH ED IN NCCOROANCE WITH THE R6ppVIRfMENT9 OFTHE FLORIDA {: THE , of SEVCHrtN !U[TCON ((Z020) FOA USE INSIDE AND OLrisIDF OF THE MVNa PER 1, C W m ❑ iA6 201, 202 AND 2D3 TEST PROTOCOLS. CONFOM-TOIL SHALL INVESTIGATE 1 �.l AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRTTERlA BEYOYD AS STATCD HEIfl I114AY REQUIRE ADDITIONAL SITESPECI IC SEALED ENGINEERING. (n 2. NO 33-t/3% INCREAS& IN ALLOAVARLE STRESS HAS BEEN USEU IN THE In DESIGN OF THIS SYS TEMP 3. THE ARC HITECT/ENGINEER OF RECORD FOR THE PROIECi SUPERSTRUCTURE WITH WHICHMIS OESSGN IS USED SHALL BE RESPONSNLE V• - A THE IN OF PP TI - AFAC THIS DESIGN HICK E ALL SV DR NGIN ELACTM ES W � COORDINATED SHALL BE CCO0.DINATED BY TAj;}AHpEy,P PERMITTING CONTRACTOR. SHALL U1 Z I. MBIEINTCOMTACTTHI5 ENGiINEERDFOR ALI'ERMATE 66PA11 CALCUI�[IS AS A R D R MAY Bp,eD a $ X (- R M IU I T»[ `NREM ASPECIFIC E N FOR ND WCSH PRVIT E L HERO IS OT ATION P00. AALAD S3IN FOR SR! CON OR PLEGINT RED TWE CC 4 W DO , g ,`/, n z CO GINIERSIONS THE [UNCT HKLP EPAOL NEE OI .0 {{,tl0C 56U-VM f6R USS IN RTERED A TfM NLLPR EPARf 9TF 1]OCUMf NTS FOR USE IN S i+ ,�, i erF.CiF'tC mitt Nc CONIU ESIGN RIETH THIS DOCUMENT P 1 A a1M TE CI 6. DESIGN Rf55UT"C3 NOTED HEREIN AREBA6CD N M XIM. 41E 'Y Z < i PRESSURES STEN 0 EY A 3.5 SAFETY hACYOR. 7 pplt11 FA5T2H[HRLS TO B[ YLLiV OR GRC!qq'rNI SAE s UNLESS RIOTED 7 D OR W L. V' In CORROSION -RESISTANT MATERIAL AND SHALL CUM/LSE WRN'SPFr,IftCAT3ONs CDREOSISE,FASi'ENERE MATERIAL AND SHALL PDA ALUM TNUM STRUCTURES'SECTION I, 3 BY THE ALUNIN UM ASSD[IA110N, -1 -+ Q W INC„ R ANY APPLICABLE FEDEiAi, STATE, AND/OR LOCAt CODES U t6 3 a Au-Srolu PANEISSMAUJe24GASTElLb0.024" 0. TY C STORM PANCI_S CONFORM TO 4WIN M51 S RUC ORAL U ,jU EDC Tl2 OG v 1 O S WITH MINIM M -AB,, 6 4 C+6 AL Ai lit CvATIN 1 U FT KS, aD ALL AUJMIO SHALL BE 60b3-T6 ALUMINUM ALLOY. W IRI.rRU510Na UNLESS NOTED OTM FRvnSE. 11BOTTOM DETAILS S MAY BE TNT[PL HANGED AS Fi[1.0 Q MAY CONDITIONS DICTATE PANELS MAV BENWNTFD VEPITCALLy OR HORI30NTALLY As -i CHORAPPLICABLE. 12. DIV NCH P H 1N SMALL BE tlMS�DEO TG1 C CPETF h E 5 NOTED FPF NON -CRACKED ED CONCRETE ONLY. ALL CONCRETE ANr_H00.5 PER RECOMMENDATIONS. .XK Q § 13, T"I CONTR rkIS ME THE FACIM UtWH LB R MATERIALS To INSULATE 011 IRarEGi ALL MEMBERS FROM I IF MATERIAL TO E R5 U SS lAR 6 I EI H II 1 DATENTELEC IUM. DE 14. NONL ERSEO AFFIXED HERE 70 VALIDATES 87RUCTUML DESIGN 46 N SHOWNONLYUSE a THIS CONTRACTOR, Vt.COST ■ i A � a 1 Ii AL.OII, EN A l FOR ALL COST • ILINA6[5 "'N LeSS THIS IS NO[MNInCS A SAVES HARMLESS TE F ES RESULTING INCLUDING LEGAL FEES a APPELLATE FEES FROM MATERIAL C i C k FABRICATION, SYSTEM RUCTIONNO ERECTION, CONSTRUCTION {FYOHO THAT ,J EE / WHICK IS M LAL,A CODESFRAC110ES D154AO CALLm FOR BY LOCAL• STATE, A fEUE.AL [OU[5. IRDM DEVNATIONS OF THIS PUN B b e @ AS EXPRESSLY P W I3. E MERCER NO ADDTRONAL RO 1t { O ARE I R MARL CI. .ATE AF CEPTIRrATI5 0R A ADDITIONS RTI3NGS TO TH[S 1>%UM[M', Id.AR ALTO RATTONS ADDITIONS oR THIS ` M j 4 248 AND E THIS re ARE NOT ELS ITHA IONMIN lip IT �' d 9HA[[i RM ANENTLY 17. PANELS SHALLC PERMANENTLY LIBELED WITH A MINIMUM . (1) UBEI ED PER EVERY 30FEET; CONTAINiNr. THE FOLLOWING INFORMATION. y ! C L' uu E l ALLAMERICANSHUn ERSANDGLASS WEST PALM BEACH, F. 1Z e y HFC M TAS 203, TAS 202 A TAS AL APPR NUM{ _----- /LORIDAODUT -,-I.,-, 20-31543 VISIT ECALC.Ifo181FA13 , S'ff R MYI 0 I•uW AuxIeIHLnAHs, IIPPRr441YPANPeA MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT I11 ILLN9' r,.-4}aP r N,A4♦1 a 7 r lf• H a., B"Pnnu1 w a P a' D' x u 2r a' 2r 7r W z ', v- . 1 s Hw4r o' v r z 2 r a' r Zr 70' O 71"0-` 1 ,.t ^T IY 2T 11" 3P )1' II' - 2?' 11` 73' O F r, 74400N 4U 2 r "r r W 40" so- 4er .+ b 3a a7' S O r _ _ C M I1Nb (W NMmuA • -__ 1 D'U, Mount 2S 7r __ 2T ' r _2 zr 71" t1' 9P 57 9a _ 1E -� 2(1' !I** II' 3 1' n' 2f 10` W SO' 14 4►• ri' SS p v H♦.a•. a' - a iF o' n' F,F a r zs zr r a, 1 0 r 7 r m' III __ _ -17 An�4 Tr.d r' 2r r !0" 4 S0' 19" _ 4S - 7U' _ . 7" TAR 23 1• v It" 11- 11' 21 .. II' 13" I SP 9 . Ax1 MIMNUM Ao.-W W.s aA'il:' DNANY DOrIB "Y WD.Am AN{ G M I, (n CON0117 AT RO OR AT TDP 04 •DnOM ,.H4L LlNCIrM1 IIRt •.yr H45H1 hO1.p IN lAalt AIPOIT A.M.NOT (n t .Cfx FTAel1 ] NO PAnOxROM kA511H MCQvIAO 4EN 4Wt CWlIs d8.Tq MTMA NLla MN I sior t .I.T 0 ....... NEON ' Pict 1 LOr L101tMrT. ATQI/IN40 fOR W. Xu11C•fnTY MOUNT. IN IaWF..Wt WINKtr s1U1 (11XNRts tND J U .. USED A e 1 Ix711.1; C --RCP SCRs=fMAL1 R rkP b@INC F P' 1- l 1. W .1-Ln).- • T.W eMllt4 INN I'IM eTIW1WWf!RTT01 LTS 4Mo P.•iNYa, ♦•O'rH WrH F.H[I row Iw 1 m r pit+ T.94 A refY-, 14 4 0, • f D. tl C a • PIA, INIHIW, IINN6 M Ail ATOM CADSUNG MR 1rAM Se n INat u l ra owl Tor a eD ,Z � ICI L:,rM.P.0 IIYA I>¢TMt. w•1 uMN6 a4r IdblwTlrG cs14omoN aND . IN tH.µ a>AvaNw: 1 nOPTIONAL INTERIOR FASTENING DETAIL � N.T.S. IQC n �$g� yy C2fii =§__ �g zI4 �� A , 1 . r n y ITT .x,ra. AD.L4GEN CIf W PAMp Q A 1(,Ceu. F MAt AH, ' J N ."'1-1Mt.- ,N walr...IT Q kG gg a £g � a 1 1' p{p DTUO w/wA.SHIM,@a bG111W wiH6 4 12k• o r sl iN p19e 3C�@E b� C l" 441 � I. "Peav,rs TOM M MOONY I EI'.IN.JSION TO API.ClN, 4 PAQQ C iI C 0 E A*V[ - •I t Q 4w�A rs r_ y C Fd "F, ;��i a.:.a9$ :A.i y g 1 f Ww ."....... •.N ;.^ - • a•agAaG... ] (_.0 /-dL 20 434IWr.otNN.Hx wxx+.,I1-Tf.a4N6L A0)ACUR 10 NvAM r♦r4F1 PA9L ACRIErm M�ONAL EGRESS PANEL DETAIL INTERIOR EA6TENIN4 1 I 1-11 D 094" I..2 990- 2 ISO' 2.230" f0 -I 0 060" -I AJa " UU x , L -Y•-2f 20�9+.R f),Tso" p �p,1 i i ?' P lab u. rO 625.. 0�094" T�.IF� 'A91" l r�1�.l 24" g o e125 xD.128 },R 1- � 10GA -, § - T NQ .091" °�1.12Cr' "" I TVP. TYP � µJ z L930" 1,930" �2" � D.0os�62 375°J .062" �� A T0. 12VE .� �N��b'g• 1�'� 2.DQD' y 1.75 -12050" - -"12.oD0" o06z° 25G +12- 2.020.000"-.12,wo. - TrP I)x �'Bg §.125-44,975' I N-Z1,180" rta'x• KIDDER .�'U• NFaOEp.. ®IILO-OUT 'IY' HEADER (..J-PAN [COSINE �Fc :1 l2q ilN1,5t 1,560"---I,5601 qII sic 3.DL 66511 I"'-.71�A"S', 0.376"\aJ��'0r�.0-�3g Z• 0, 7n°-1 0. 1 "p,. s tlNBI•- 12.500"PANEL COVERAGE-�-1 D.L79'-E 0"655" 0.19�-. r0,655" • p -E �, �I-r§.695" 00290" LOOT �'.)�' DU]"I . PAN iii22J•••333 P•6�-J" �91111 O.OSD" pEL LENGT n Hy IGpO C,Pto ��WAfCTWN0,090" - - p.o9cr rr1��- MAr ]E 00e5" 2 �, .3DS�TVP r I- TYP W2.000".ko P'�"•-Hlvw.xu 00 1,q (/) UBL.LO-/R1T'r• iRAOIg. 0 iNAOA .w•F• 4xD11 _ TpAa 6U Mxm T n LJ'•_ L°1_'--`...�_"-".` I t a 0 Pap 4N (fir 1 0 376'''-'1Iii�0 655' Z :,, Oars Z rA -� 'rT VHA'LN. ��'. Q M "Y' --PT tic If) I� d Duccnce aY Ca Nwx n)- W 12S I- 0. v,R ].000" ICI Nair : � y .rM1 t.lvl Rp1P.RfFD - n�ti _ .-r..:.r gyp`', u..ln .W:u ,C� "r• ANl1E -�'K IE%1ETJOEM <z � '•r 4Y To.. a YPN1>:vWl rM'.N: � so � j � 1.000" i1- .I0.-•-Ili.wTP1. (n T }ZEE OVERLAP �_�M��Eu uE L -\--2 "MAX. � In 4" MAN, V- ,r-LQf 1� DETAL V- O.ler'.r v al:lc-Ila:.»vuurF 12a'MAV, l_J ,�" a MAX. aov.V,zx _• -x:, rnd.4l. ^I0r"1D r;,Nwr IY d i4 �,•1A1•.a.n, xl 7..1IT All, r T. n�rir."H W T UI - T cr . a• +. .. rwmn b LO IXl 01 :'•A^r: '4h . Anr r•+ DISTANCE •r rI 11�r r nlnl - -T �T nr I rmm lam' Low a _ I'l'Id:c••p4:rT�'r' o # 1.a A.T'. M'�.a t+I r.:Itr'Wl, r Oc K' IR 'TI V.•4;'..e':'; I-l•.\ W I' O;. _c• L.Ir: Io nee aO I: ,AV r4:.u:n:.w.is EtIBEO 4t•:t'ORN-4 J1111 I.,-:.R F,RI`,R•".: `: .; 4Ey- ^ 1.00V '•`i 3.92D'«4ia..r•-,'Iravras.-rr: I 5Ill OVFNAP 1 A' a' WNvn: 1. M4X M11nI11111 x Tre n\'a ^S' INN /.1 B ;L Er 1MIN N r ' -t-- S MIP1 MV.#.Ta.Y' { s MIN to 1 �tA laIIIn'.1 .v•r V1 sa 1.500" 1.. .. v . .1FIX`@,^. 'a r. 4"MAX. - u y f:w'41A:-I•/a,4 MIN lacy r Yn_v 11 - T,r'. R �1y LL rg'\LOWfR CLOSIR60lTNl IBED �. 5^'., I N".H, " e j V T t •HrnIF ...r..a�Tr' z 9� E.I h iR.YNUUNr CLOSURE DETAIL ,.--n.. .pJ N. ,IT4 i iB If 111i m aW rnuanlWRa r_ 20 31543 ANCHOR SPACING SCHEDULE: 14 GAUGE PArNEI,., PANEL FASTENERS 0 11 5" 11.0 �YCNOx iTTP! MAXill •aM PR[{YN! SPAN UPT00•O' SPAN MV OAN UPY 14't-hr FAYY/! cI aca ac1 Se C01M TVP au uu CO N TP C2 n CA 1C. as Y'OIOm ! F. DtwI. ur uLTAAC I H ..lH 1, y__,.,,,� 11 �.► 12 .S 16.o 47' 9.9 32.5 16.0" 30.2' 6.B 129' 1e.0 9] A 1 12 .S ] .a' 6 101. 0' 11 .5' IF.O e I $.3" 12 5' 1fi.0" a]' S.5" SLS 13 .S ]i a'f0, 1' a. 1 a 4.7" ba 6.1 171 t 1 IRO 6.0' el a l" a. 9. "All 1 S ` li 0' 61' t6.0' !.]' Sit" f 1' 12, S 16. a a.7` S. A' 12.5' 4 .0 e.l b.1" 12 9" 16 D al' S /" • M I11 TNT H 11 0"'T OLTI ACOx 41 IPLH x.. a .:Ta w N.-rw 32 ���'•'- 72 11.5' 16016 a'if a'1 f'lf a' 16.0' L20 12 f" IRO ]]4'10 T" ti.a' 6 ] 9 12 S 2 6" 2 s la o• �. If' u u S to a1s' Y. rz 5' so a" 1 . ' t9 ♦.r, 2 S' 14 a' 17. 11 S I. n' 1] 0 9.a 12 S 1 9' 9.!' 12 s' ld 0' 119' O 9.5" 11.5 ]b G 31.0' 9.5 13 5' too' ll B" /.S" Ii O I, I•YI •rMA14 7 1[ All rim LOUD lR IK•I:: V:n'J IN 4i M ��• 32 ii St 1' l0 a'16a ]6.0 L. A ) i n 15 t].1 12 tl" tq0 "III. D"il 9" 12.T f0.0"16 e' S34' 12.5' SJO 1L6" O.e' IZ 9" Ifi0"11.1"30.7" 115 12. 5 1d0"15.6'333' t0.0"144. 123'13.5 1Z S' iA01L5"1116' 140'11.5te,` 125 129 L6a"I'll 16 D' 2."10,6" 1 5 B" 12.5 R 5' 1 .0 td U 1 6 1?. 5 1 n' 1 5" lad IL5' 16 0' 12.5" ]0,6" 1lu'rMxr, ]T DIY r4x r1 xA1, . i v 4a X $2 72 11.5' 1L5 tit. ' 1.0' 16.0•fa 0' ]e. ]ca 12.3 11.7 idW Ne a• 160" IS.T' 142 I] 4' 121' 12 S' 160' I.0 16.0"T96 tie" 113" z a 7 a a• 1fi T ] 014' 27 Sea° ma a ]• 1 z s" Ie a" 11.1 a z• 12,5 16V"fit D' 112112.3 760 15.3' 111 125' 180" 15.5' 112' 6C,I i S s• I .2 ] .S S.5' 11.Y 91' §?E Ej 3l1.' i 1 .41 CM am �- 13 H...1"1-.1. al 44 d--� 53 1/• , 1. V.• PHI' ;is H-Ar I 1 xN I'll 41 N q�.� $Z V--� 7Z 2.5" EDGE DESTANCI e.2S' 6.2a 6.25' • ,2 r 10.3' 6.25•' 1" I' •. 1•. S.I• !• 1 ♦ j ST F 13.T" Ola•' •' a.25' ED! 9.4" It MI 6.25•' 6 25' 11 1{ T 10.8" • 9.31 6. to • • 1 a 7: 7.3 2. 13 5.2" • .0• S - %A.@, A-' 15•d' 6 R 25 4 i 513• 6.21" 25' 625' C. 1' 9.3 1.2' 9 3' 30 ..,I' " 40" 4.1 1Y'r1-I..,.$. ,1 I I rt As TWON W 41 .e 52 11 1 S' 3. 1 2-5' ILS' 12.S4 =1" A S" "' A 1' -a' 5.27- ILA. T' 4I" AM' 6. 1L3' A.7- 4: 8,25' 11T 4.1. 4.0, 6. S" 2 10 7" 4.1" 4.0" 1f" 0.7" 41" A 0. " - 6.1f" D " +.]" „ I I•I"'r ,/x•'TWIN 1, Ow. II S Au r w o n u AS TIC �52 1rTa't1.• I: 12. V. 10Cr t4 I" n W. it, V. is O•' [ T'. �[" IY t" 1. b' a r" - u .s e • I" 5' 1 6" i .a Il. R t1 a 7 6.3 12 s•' 1! do 0" {" 6.3" 12.5 ULO- 0.7" 7 6 12.5 7 D' 7.7 • 6.2 R 16 0' 7J" 612.. 1 .5' 13.9 76.a' B.9' L.a' 7 t" 7 2" 13 5' 16 0 7.1' • 7 1E S lea 6.2' 6. } 12.5 Ix 4' 15.0 7.7 6 2" t U 1 " e 7 6.2" U4. 1 104• ININU 11 wNI.A . I U 44 *: S] T2 12.r Ia.CC- 6.A- a.! ` ass • 111 4 /" 4 1 6.25" 1 .3" 4 0'• 17•' 125 13,4' 5.2- 4e' 0.250.] 36" =3 6.23' 42 36- 33" 6.5 1 ' 4.' 1 .S 4 "' 6. 9 9 15" ♦ 1 13' 6 .25, 92 BS" 1.3" 6.2 a.23, 106" 4.1' 9.11. 3.1• 9A' i. S' 9 3. S' 3.3•' ..11" VT. 3.$ ba s" 9.2" 35 5.9•' 92" 1.S b3•• PE1CP t Ir. u D[ftPW AYCMOR TRORUrE r F TT { p WAIN 11r I[, '.� IP In a UM, I, III x"... CBIN TYP[" COMA T R[I Cla c1 u n cx c1 c4 IxTNa TYPE c a m u 3 V1 ' . T EMNI ]) I Av. •u"1. 41 4e 7}-_ _.UtART.AAIATP E}- E s 7 2 11.5" 16a 16f- f0, 12.5 1 6,0" 16.0' 75' 12 S" 160' 6.0' 6.1" 12 S. Na' 50.0' ..' I,... 16. 0 I • l7D 1 ,2 ' T 16.0"]4 e" aa- 12.5 18.,Y' 16.0' 7 5' I2 1e.0 4 7' i . 6U' 12 S 16.0- 14.]" 6.0" 1] 5 ix S ]6 a' 160' 16 a 14. 6 P' 11. .0` r iS If o a.0' to 1' f D 7• O` f1 a 12 R' 12 S If a" tit 7" 80" 11 7' 6a" 1 .D" SA pp +14 r 1 U]'rrdCLO 1Z WOOD fC4t4 41 M f3 72 12.5 5 1 0' l.t 16 101' 12.5 L8.0' 33.1 70' 12 S' .0- 3 . 6. " fB OE 7 t2.S 16.0" 14. 1 1 i` a .S' 16.0 9 7 5.6" 125- 16A ' 97" 5,6'• 12 5 Il S' US In 0' SLO Itl 0' 1l ]' 1e a e 6' ).0' 1 2.S fi4" 32_s' 7.8" 12.v 16.0' 1.0 16 0' 90' 3.6 {e 1e" 9,6'• 3 6" 12 S 12 S' 12 5' 9. 5 ' 16.0 ,6' 1tl 0. 0.e" 1e"' 6.0• 9.6" S.6" lie,ult.CHILD 31 AI TAP[ '[PAC 41 y 49 T wNBB�INP 52 72 12.5' / 2.5' l25' 1,3.D 1Q0' 16. ' 2 a 1 7 f6.a 11,4 12.5' ,+" 12 . U. ' 16.0' 16.0 1&a B 1 7 2 S" 9t 1I.ST' 16.0 10.2 16. " 9.Z" P 18.0" 9.1 Lt 5" 1:2.511 14 0" 10. 1" 16 a' 9, i' 12.5' 3 2 S 1e 0' I&C., 9 i" I'2.S' R ' 2 l ] V. MCI" 9.1" 1R .e"-QL 71V a'4"EM6ED ] ,/ A, a Ntn "A •. 4l 1 n WOOD eUSxNC 49 y f3 '1` rf.N[1NI !!'1NIIN/ 1] t2 6 .5 1 S. ]3. .3 " 4'. t .3 t6.a 0"' 1.9 ,x 5' It I" a' A.1' 2 " A e 3 12.4" 4. 4. B 1 12.5 1 .4 3.9' S.U' 6, 25 12) 41' 40' 6.25' 12.3" Cr'4,0" 12 . 3 • 1 2 A 0.1 6 2 li 1 4 4 O' a15 7 12.9- 4. 40 T 0211 1]T. 4 4.0' 0-25 lx]' A 4.1" Q21" 32.3' 4.7' 'a ANCHOR NOTES: ANCHOR SCHEDULE APPUES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAAIMUM ALLOWABLE SPANS AND FREBSUPES INDICATED IN SPAN SCHEDULE SMLL APPLY. 0. N P R 2 ENTER. ANCHOR sOiE SE EASED DESIGN LOAD GREATER ENE SPACING THE L TO NEGATIVE STRUCTURE 'r TY N G EATER THAN A • N MA ERIAL, B ANCHOR PE SELECT DIRE LINO R NOR EQUAL TO N,$ TTVT DESIGN LOAD ON SHUTTER AND SELECT SPAN GPEATE0. THAN OR EQUAL TO 6NUTTE0. SPANS ELECT CONNECTION TYPE BASED ON APPROPRIATE M]UNTING LOW" ION (SEE MOUNTING DETAILS ON SHEET 1 FOR IDENR FICARdV 6 Q1NNKl ION TYPE1. 5. 'PANEL FASTENERS" ARE STUDS USFD IN t13N1UNCTtON 4VIjH ALL MOUNTING INTRUSION$ _,RACK STUMO ANGLE ETC USE6.25'O.0 PANEL FASTENERS AONGTA LE VALUES FOR ("F ) P B 4 W 5 O RLL "H" -AND 'U'-HEADERS (INCLUDING B W IDOUT CONa]ETEONS) 4 ANOY3141S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAT _ URERS' UCDMMENOATION & CONFORM 9. HOLLOW BLOCK HOST STRUCTURE SHALL IN TO SCHE UL BLACIL, 8. MINIMUM EMBEDMENT SHAH BE AS NOTED iN ANCHOR 6CFIEOULE. P MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, MIOf. AND OTHER WALL FINISHES WALL PIN15HeS SHALL BE UMITEDTO 1/4'. MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELYER LOADS TO HOST STRUCTURE TPANSP RE B, CONCRETE ANT f.0 HEREIN SHALL BE EMBEDDED TORONLY 9, WHERE EXISTI14GSRLC7URE IS V0(D FRAMING, EXISTING CONDITIONS MAYVARY. FIELD VeRiFY THAT FASTENERS ARE INTOADeOvATE WOOD FRAMING MEMBERS, NQT PLYWOOD. FASTENING TO PLYWOOD IS AXEPTABL2 ONLY FOP SITE CLOSURE PIKES. 10. WHERE ANCHORS FASTEN TOINARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" K 4• (MIN,) WOOD STUD (%4• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOW STUD SHALL BE"SOUrHERN PINE'G-O, SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, IL. REMOVABLE ANCHORS ARE. DEWALt YANELMATE ALL-PO94TS SOLIDiFraBR Eu SH 6 12MACHINE5-REVS SHALL HAVE ]Z'NININUMENGPGERENTORT1NED5INTOTHEBASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O 13. MENU MUM EABEDMENJ AND EDGE DISTANCE EXCLUDES 5TIKCU OROTHER WALL FINISHES. 14, Or 0661GNATES ANCHOR COWIf10NG WHICH ARE NOT ACCEPTABLE USES.l5 DIREC7 MOUNTING CbD NRiON9- IS LINEAR INYERFOLM'ION 15 NOT PERMITTED. FOR USE WITH THE ANCHOR SCHEDULES USTEDON THLS SHEET LJ Ln In 1.9 0 Z < w d NF Y O< _I _,. VT �E R� ! fE U-, S O2 W M: " Q 7i Q Al 20.31543 - M (1) a--4 c_) IN � O 0= O O =_ 0- M-0n- 0) j � (/) (3.) 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