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Home My WebLink About36312 Garden Wall Wayv � I i r i r i I t INDEX OF DRAWINGS SHEET DESCRIPTION SHEET UJ No. N O CS COVER SHEET r- - - W c:> 1.1 1.2 FIRST FLOOR PLAN • 1 Q 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 7 SN SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS STRUCTURAL NOTES ABBREVIATIONS AB or A.B. ABV or Abv. Anchor Bolt Above FIX or FXD Fixed FLR or Fir. Floor RA or R/A or R.A. RAD or Red. Return Air Radius SN 1 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. AFF orAF.F. Adjustable Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle S4 DETAILS AHU orAH.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator S5 DETAILS ALTorALT. BC Alternate Base Cabinet FRT Front FT or Ft. Foot/ Feet REINF READ or Req'd. Reinforcing Required S6 - - DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galy. Galvanized RND or Rnd. RO or R.O. Round Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS 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 D2 SECTIONS & DETAILS BP or B.P. BRG or BRG. Bypass (door) Bearing GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SGD SH or Sh. Sliding Glass Door Shelves_- WP WATERPROOFING DETAILS C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB CIR or Cir. Cabinet Circle HDR or Hdr. Header HGT or Hgt. Height SHWR or Shwr. SL or S.L. Shower Side Lights r I- PA1.1 - - PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. CMU Ceiling Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SO FT or SF or S.F. Spruce Pine Fir Square Foot (feet) PA1.3 - -- - PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. COMM orComm. Column Community INSUL or Insul. Insulation INTorInt. Interior STO SW or S.W. Storage Shear Wall SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. CONN or CONK. CONTorCont. Compressor Connection Continuous KIWALL or KMIall Kneewall KS or K.S. Knee Space LAUNorLaun. Laundry SYP or S.Y.P. TB TEMP or Temp. Southern Yellow Pine Towel Bar Tempered n / n SH1.2 SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL CSMT CT or C.T. D or D. Casement Ceramic Tile Dryer LAVorLev. Lavatory LF or L.F. Linear LL Lintel Length THIKN orThik'n. TOB or T.O.Top TOM or T.O.M.O. Thicken of Block Top of Masonry v F-1F-1E:1E]E1E1E:1E] u SH1.4 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAX or Max. Masonry TP Toilet Paper Holder Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring El E] El El El El El ElDCF 00 DEC or Dec. DED or Ded. Decorative Dedicated (outlet) MC Medicine Cabinet MFR or Mfr. Manufacturer TRANS WOW or Trans. TYP or Typ. Transom Window Typical - - - - - - - - - DIA or Dia. Diameter MGT Management (room) UC or u.c..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 - - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. EA or Ea. ELECorElec. Dishwasher Each Electrical OPNGorOpn'g. Opening OPT or Opt. Optional PC Pull Chain Worw W/ or w/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEVorElev. Elevation PEDorPed. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. EXTorExt. Expansion Exterior PL or P.L. Parallam PLF Pounds per linear foot WH or W.H. WIC or W.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG FIN Fiberglass (Shower Pan) Finished PT or P.T. Pressure Treated PW or P.W. Pre -wire WWF Welded Wire Fabric(Mesh) CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 04/25/ 12 1.0 NEW BASE PLAN 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 06/25/ 12 2.0 GRADE BEAM FOUNDATION review all the information contained in these documents, prior to the commencement of any work. The DesignerlEngineercrre not responsible for any plan errors, omissions,or misinterpretations 08/11 /15 3.0 2015 NEW CODE UPDATE 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 theDesigner/Engineer. Payments will be made in accordance to the terms of the agreement. FBC 2017 CODE UPDATES & MODEL 03/06/ 18 4.0 UPDATES REVISED SGD LANAI &WINDOWS 06/01 / 18 4.1 AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 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 12/ 19/20 5.0 FBC 2020 CODE UPDATE 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 1763 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. C%J c%A CO o W � V N .-omx vs a � o Q d N � d Y d O.l E »" c d C,w� a # y O N C c E � o C—' n+ 0 f��y �i•,'�` V, ..... • • : `v JC p F. 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 g 8 V zN,, 0d0 C N_ in C14 LQg A��A 8 M M V 25 LL Q C J 2 LL,LL " . � LL. 5 n UJ Z103"qa i;e9 �$ @ N Xo S m w W cLn o 0 LL � Z N OU 9 0 W ❑❑ z � � a d N N (n � s Oro � U O W s c w V)Ln W J � — E m $ amINN I C 0 Q M r. Q N o Z oY� Z Z o o° EE U z z® o a 6 a xU L)o p O E a¢ o &5 Z ww � J Cn C 4z g U Woi m 0 Z ZZ m J ¢b >2 2z s oa Z go WC.0 m N F � 3 C _ Jw act ldd 0U z 3 O J ' V) o 0 m m co o 37 CD .-. Y (a ^ v / , /©� W ce) (� co N O) N O Lid T Q M N T E m Z M o Z Z y E CV o JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. C S 50 O. BATH BATHROOM 2 VARIES, 2" LESS THAN Cy' ABINETS�BELOW1 I 1- MIRROR ,rV-AR-IES,r- 1 24" TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR � ON BATHROOM WALL MEDICINE r ; L CABINET TOILET PAPER r HOLDER LL o Z N9 TEMP OBSC b q M O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD -0 0- TOWEL BAR TUB OR SH A --p-lit-a'a- SHWR. VALVES BATHROOMS, SHOWERS AND TUBS DOUBLE RODS to VARIES PER FLR. PLAN SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS------,, 36" H UPPER CABINETS 16" FOR LINEN W' H UPPER CABINETS 2" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 0 36 H BASE FINISHED CABINETS COUNTER TOP 30" H BASE60 `O ro CABINETS 4 m LL A. F n a0 1 2" a 2x !� 00 FRAMING-o 1/2" GYP t' N ? BOARD FN. FIN. FLR. X P. 1. SULE PLATE - SHELVING ISLAND COUNTER CABINET BLOCKING General Notes R302.5 Dwelling/Garage Opening/Penetration Protection OPENING PRESSURES Opening and penetrations through walls or ceilings separating the 25'-0" ENCLOSED - EXPOSURE "C" dwelling from the garage shall be in accordance with sections i o'-o" 13'-4" ® +29.7 / -32.2 © +29.7 / -39.7 R302.5.1 through R302.5.3. 1'-4" T-4" 1'-4" R302.5.1 Opening Protection T-4"XV-4" "L" © +28.3 / -30.8 UD +28.3 / -37.0 Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SHAPE CMU O +26.6 / -29.1 FC� +26.6 / -33.5 the garage and residence shall be equipped with solid wood doors COLUMN 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. L • _ • • G SEE SIN SHEET H SEE SN SHEET - - - - - - - - - - - - - • I LANAI 1' R302.5.2 Duct Penetration 40 MPH Ducts in the garage and ducts penetrating the walls or ceilings 8'-8" FLAT CLG. A.F.F. separating the dwelling from the garage shall be constructed of a I I = NOTE: WIND SPEED INDICATED ABOVE IS AN minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 9'-8" 10 -4 5'-0' `D I I AC PAD io "ULTIMATE" WIND SPEED. THE WIND PRESSURES nonmetallic class 0 or classl duct board, or other approved I I t TYP. @ LISTED ABOVE ARE ALLOWABLE PRESSURES material and shall not have openings into the garage.2-STORY SOFFIT DESIGN PRESSURE +29.7 / -39.7 I O I R302.5.3 Other Penetrations HB I 6068 SGD I 35 SH Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. 1( ALT , I WINDOW SCHEDULE R302.6 Dwelling/Garage Fire Separation. 1 j AC PAD j I = The garage shall be separated as required by Table R302.6. 7--BRKFST I I ^' R.O. CMU R.O. FRAME Openings in garage walls shall comply with Section R302.5. I I _ _� I SIZE (Flange) (Fin) TYPE Attachment of gypsum board shall comply with Tab;e R702.3.5. 8'-8" FLAT CLG. L J 12 20 X 26 The wall separation provisions of Table R302.6 shall not apply to Fv TILE 18 2 X 25 S H garage walls that are perpendicular to the adjacent dwelling unit 13 20X38J 18JX37J S.H. wall: - DINING • is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 14 1 S.H. equivalent applied to garage side. 8'-8" FLAT CLG. = 20 x 50 18 2 x 50 . Fr m Habitable Rooms Above Garage - Not Less than 5/8" '- CARPET � • - N © 15 20X63 18X62 S.H. Type-X Gyp. Bd. or equivalent. -- 16 20 X 72 18 g X 71 4 S.H. • Structures Supporting Floor/Ceiling Assemblies -Not Less than 1/2" Gyp. Bd. or equivalent. 1 H2 27 1/4 X 26 26 X 25 J S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied _ - 20$$- r 1 H3 27 1/4 X 38 26 x 37 4 S.H. to the interior side of exterior walls that are within this area. ►� BF 27 4 X 50 $ 26 x 50 S.H. S6 R312.2.1 Window Sills 1H5 27 J X 63 26 X 621/2 S.H. In dwelling units, where the top of the sill of an operable window is F_ 3: �I I TYP. @ located less than 24 inches (610 mm) above the finished floor and N - I I 6 III o0 1H6 27 a X 72 26 X 71 1/2 S.H. greater than 72 inches (1829 mm) above the finished grade or o" 6'-6" 2-STORY 1 other surface below on the exterior of the building, the operable L _ _ JI I - 22 37 x 26 36 X 25 1/2 S•H• window shall comply with one of the following: 1. Operable • W I I windows with openings that will not allow a 4-inch-diameter 102 0 1 0I 11" GREAT R M 23 37 J X 38 1 36 J X 37 3/4 S.H. Z O O I o mm) sphere to pass through the opening where the opening is in O 1 V-8" FLAT CLG. 24 S.H. its largest opened position. 2. Operable windows that are provided 37 J X 501 36 � X 50 9 P Po Pe Y 0 I I '� CARPET with window fall prevention devices that comply with ASTM F2090. Z I 1 25 37 J X 63 36 J X 621/2 S.H. 3. Operable windows that are provided with window opening I =� I I 3 control devices that comply with Section R312.2.2. - I I Cl) 26 37 a X 72 36 2 X 71 1/2 S.H. R 11 8' 8" FLAT CLG. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. Chapter 45 Private Swimming Pools - - TILE I I Outdoor swimming pools shall be provided with a barrier • I W 32 54 X 26 52 4 X 25 } S.H. complying with R4501.17.1.1 through R4501.17.1.14. PLUMBING LINE ,1 33 54 x 38 J 52 J X 37 J S.H. M1507.2 Re -circulation of Air TO SECOND 3'70" ig 18'-4" 2'-4" 4'-4" 4 Exhaust air form Bathrooms and toilet rooms shall not be FLOOR I L I 1 9 (3) 2x4 #2 SPF 1 /2 WALL O 34 54 X 50 52 X 50 S.H. re -circulated within a residence or to another dwelling unit and A STUDS W/ (3) OR RAILING In A 35 54 X 63 52' X 62 t S.H.shall be exhausted directly to the outdoors. Exhaust air from o_ I I 16d NAILS AT PER SPECS N 2 bathrooms and toilet rooms shall not discharge into an attic, crawl 36 54 X 72 52 4 X 71 J S.H. space or other areas inside the building. • o = BASE _ _ FLOOR G.T. wr�S.H. GAS APPLIANCES I I I I II I I I I I G.C. to verify location of gas riser before commencement of work. aM = DOUBLE 39X59 79 X 59 N/A S.H. A D co I 126�68 I I I I I 1 1 II I I I 1 Where gas water heaters are installed. Water heaters shall be I I BF I I I I 1 (1)UP installed a min. of 18" above flr. per FBCR G2408.2. Except where -V _FLAT:CLG, I I I I I I I I II I I I I. OPEN D • appliances that are listed as flammable vapor ignition resistant. S3 TILE 1161115 1 h 1 211 1 18 171 II 1 I 1 I 1 _T_O_ABV. 4 SHEAR WALL ti� FLOOR G.T. (3)'2x4 -PF •bd --- #2 s_ • T HEADER SCHEDULE EDGE OF SLAB 2" STUDS Wt USP _ MARK HEADER SIZE REMARKS W II- W." BEYOND WALL - - HTT16,@ BASE F- 6'-4" 4'-5" T-3" 7'-0" (2) - 2X6 #2 SYP W/ 1/2" >- P W • APPLIANCE PROTECTION S4 H1 M O X BUILDER TO PROVIDE Q FOYER FLITCH PLATE u- C 8 -8' FLAT CLG. (2) - 2X8 #2 SYP W/ 1/2" 0 m WHEN REQUIRED PER FBC H1 S3 TILE H2 FLITCH PLATE LLJ - - p z W/ USP L TA18 STRAPS • • (2) - 2X10 #2 SYP W/ 1/2" a (CENTERED) EACH SIDE OF FLITCH PLATE J U ¢ WALL TO =LOOR TRUSS = 00 O (2) - 2X12 #2 SYP W/ 1/2" S6 } ABOVE 16" O.C. j I I H4 FLITCH PLATE WALL LEG E N D NTYP. @ • w w W I I H5 (2) -1 3/4" X 11 1/4 LVL 2-STORY ; W GARAGE U) m U_ I I 0 2.0E Fb=2950 - 8-8" FLAT CLG. A.F.F. = I I MASONRY HGT. @ 8' 8" A.F.F. Z O W I I iD (2) - 1 3/4" X 9 1/4" U)' • ENTRY I I 50 H6 LVL 2.0E Fb=2950 N TYP. 2x FRAME WALL I.- _J Q W 8'-8" FLAT CLG °' H7 (2) -1 3/4" X 16" Z AFF I I O LVL 2.0E Fb=2950 - - - - - - - - - - - - - - - - - - - - - - to (Wd I I I I H8 (2) -1 3/4" X 7 1/4" I I LVL 2.0E Fb=2950 " I I - INTERIOR BEARING WALLS NOTED FLOOR TYP. @ I I Follow Q/S4. See Plan for BEARING ONLY" ARE FLOOR SYSTEM SINGLE • 1 FLOOR G.T. I ■ -------- o RAG FLITCH PLATE W/ 1/2" Bearing Wall Call Out When SUPPORTING ONLY AND REQUIRES NO - - - - - - FLITCH PLATE P Required UPLIFT CONNECTORS TO FLOOR SYSTEM STORY • I 1 - - - - - - - - Straps are R cared I 8"x16" CMU COLUMN - N I W/ 16" C ABOVE I VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 1 K INTERGRATED INTO 1 12"x12" CMU W/ (4) *` SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND AREA TABULATION I I - #5 VERTICAL c REQUIRED STUDS HB 1 S4 Typ. @ WALL W/ (2) #5 I � VERTICAL I �' GARAGE M FIRST LIVING 728 S.F. • • __________________ __ - • ■ SECOND LIVING 1036 S.F. 16070 OVERHEAD DOOR TOTAL LIVING 1764 S.F. OLANAI 60 S.F. GARAGE 379 S.F. 2" ENTRY 62 S.F. 1'4" 16-0" 11-41, 4'-8" ,-01 11 TOTAL SQ. FT. 2265 S.F. 18'-8" 64" 25'0" 01INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN-B SCALE: A"=V-0" 0 Om � C o W O o a. m X N c G CX O O /tl Q as y WE r C Cr 3 >r w � d .�, ' VV r SE p LU ter`/✓. %. Y O,ts, �',`, �� ' ^� � J � 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. 0 a E $8 v Lo N 0 n i8 p; cco� _�� COCIL � J` Q ii 04v� % C J LL w -�•r u- LL Q. W °' W Z rn °' to N N Z Q J =OU W o0 U' M z C14 M z � 8 Z n Q W LN z a (a W OLU tN ^ I v ' c N i- CD � U � E -o c m 00 Q N � o J� w C0 ch J o 3 > z � L_ zo >M <o Q'Z O V pLL z z® oa rBg Q 12"E . ca O 0, p , z _ C. KZz ci C <z a pU moo ZF z J Nm aw ¢^ zz Wp COO A O oa ¢g z N w = m j 0 �LL 1 �3 o w` ;o MJ v 01 a z 3 �C) �U*) J 0 L CN ^moo nQ U) o4-0 N �+. m 1 O ../ 72 � O CO N 0) N O Ln T Q C N T E c CO 0 Z E N Iu a U _J io ¢ p JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 1.1 SIN T r� r CONT. HANDRAIL RETURN TO WALL DETAIL AJ SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 0 3/4" PLYWOOD DECKING--, M 16 \ 15 \ T \ FLOOR 14 SYSTEM 13 \ \ 12 \ 11 \\ 1\; 0 1 x TREAD o (TYP.) oI STORAGE 80 UNDER STAIRS 2x FRAMED WALL------' 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE RAILING 2x FRAMED =10 42" KNEE oo WALL WITH 1 x8 CAP & _ CASING WALL ' \ I 4 1x RISERS s (TYP.) (3) 2x12 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 STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35j MP34 CLIP TO FLOOR SYSTE LANDING FRA. (2) 2x HD REQ'D @ LANDING STRINGE CONNEC 1 x8 CAP & CASING 2 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 0 1 TYP. @ D2 CORNERS H1 �2 =� O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H 1 6 (A) N'i D2 DRYER VENT THRU SIDE WALL- ) Q X HANSON BOX N @ 36" A.F.F. rl WIRE SHELF of @ +54" A.F.F.-/ J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 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- -----------------7 , I 1 I I 8'-9" T-8" I I I I j H1N21 H1 6ATYPD2H U.N.O. 25 H 60" X 36" GRESS* EGRESS* SHOWER t-TB FIBERGLASS SURROUND OWNER'S TP 4'-0" - S'-0"- = 0 SUITE - - BAT � Q.- - 8'-0" FLAT CLG. 266 8 CARPET 2068 8 0 FLAT g� TILE G.T. °P - T-6„ _ 10" 33 - - - - 15'-8" 4-SH WIC I 81 0" FLAT CLG. - 2068411 cA I CARPET o�� .� Ca 1 in IACCESS�J L------------- - R&S _ - - M- 3'-3" F BEDROOM 4 _ _ 8'-0" FLAT CLG. ' io 2-- CARPET A 0 8'•a" FLAT CLG. - _ -s" o TB. -- _ -- 1/2 WALL OR U) RAILING PER SPECS CD w TECH CENTER w 7-9" 6 5'-11" 2668 11141 •k 2668 BF ________ ---------- N. 6R I I j 1 I I 10" 10" 5068 BF ° 1 1 14 1 12 11 10 9 8 7 6 5 4 Ica ' FAUN -----� -- CLG. TILE 9 3'-11' - 3'-10" 5'-11" 2652 - 71 - cv R&S ------ W. 4068 00 BF 5'-10" 9'-51' m N iv I I I 5068 I G.T. 1 - - 1 V-6"� - - BFL _ 244 1 V-2" - - I I h BEDROOM 3 Ioa BEDROOM 2 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET I CARPET EGRESS* ' EGRESS* I 25 SH 22 © 12)) 25 t F{ ) 9H1 39 I D2 H1 D1 D1 IJAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I L-----------------------------------� I PER DETAIL 6/D2 6'-8" 6'-8" 18'-8" 64" 25-0" YI ri HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS �W/ SIM(1) MSTAM36 STRAPS @ BASE N 6 D2 (A) H1 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 E +26.6 / -29.1 QF +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20 X 38 a 1812 X 37 4 S.H. 14 20 X 50 J 181 X 50 S.H. 15 20X63 18JX62 S.H. 16 20 X 72 181 X 71 J S.H. 11-12 271/4X26 26X251 S.H. 1H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 1 X 50 a 26 x 50 S.H. 1H5 271 X 63 26 X 62 1/2 S.H. 1H6 2741X72 26X711/2 S.H. 22 37 4 X 26 36' X 25 1/2 S.H. 23 37 4 X 38 J 36 z X 37 3/4 S.H. 24 37 4 X 501 36 � X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73' WIDE S.H. 32 54 X 26 52 1 X 25 1 S.H. 33 54 X 38 J 52 J X 37 4 S.H. 34 54 X 50 1 52 # X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 3 X 71 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 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 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 SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN-B SCALE: Y4"=V-0" s•a N 0 N � L C= > W SLo Q aiz o C . 11 CV -o Co st �o N CV t N O eO N Q lV 3 = d Y � 3 � m o a � .:� �l;BttlljirR:it7d ', • cp i� •.•� F L •� '?OPEGStGX4 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 0 E 8 0 S N N r 65 e�= �N0 Q # LL JLLLL 3 w a Z-vim Cacc a 4 C W 8 O1 W z TN m w NCO Z J Z OU U W 00 z N ;; zoo Q >n N - N z W - o 0 v �, LU 0 w V) CLn N]k _- r'n Rair- .C�00> 8 0 U 'o 1 • �Q C Q Y N O o JZ < a aa wo �a >m z s E U - zo a r`°r6 H 0o � oZZ rL wa=ZZ CD Qg ' om2 �� io o 00o Z m J �0 <w 2. g ¢ �w $ go dz W m N z o� �3 M v zl°d oo 3 c 0 0 0 h' ra co o 3 CD .-. Q N (Cr o m4-1 c In (0 0 N O± h -0 N O L0 T Q C N T w M o Z M V N N r m _ r a U 1 ¢ o JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 1.2 T 00 12 5.0[ FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FRAME 2ND FIN T.O.M. fV� 25-SH --------------- ---- K1,11A - — — — L—--------------------------------C— — — — TEXTURED El�o�aElo� 00 CEMENTITIOUS 1:1 El El D El El FINISH ON 00 CMU (TYP) '_ r iv El E:1 El El El E:1 E:1 E�] v (V FIN FLR 3068 FRONT ELEVATION — B. SCALE: 1/4" = 1'-0" FIBEREGLASS SHINLGE INSTALLED 9'-0" RIDGE VENT AS PER MANUFACTURER 12 SPECIFICATIONS 5.01 - - _ -- — EXTERIOR PLASTER ON FRAME i RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. 12 CJ 25-SH CJ 4.0F ---------------------------- --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- —------------------------------------- CXWEEP co r v R--------- ---------� TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 — 14.0 RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" 51' U, 11) DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertical ly/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 eh N 0 N ao 0 d� � W a� o a aR o w oa o ec 3 = O7 N CD L 3 •0 �^ G� N G >_ �o C3-OWN 0 ,e s E Cl U1 0�_x _< 0 F 1,..0 0FES510 ��•`` 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. gM C�8 0 le 00 0 °° FA 0v N -"Z. M # LL LL u. LL a Z r� c � a �4n 03 � o 1% S m 04 rOIL r- Z N N Z Q J I� N Z OU L) rb W 013 N Z N m Z � da ¢ U N M N z v a—+ e fa w Fe C� U Ow V) c U � LL J � E t 8 ® "lam U O M Z Z o a f0 E w� gOCL s N E OU H ro g @ o ao 00 aW ruZ 0 ru � c 6 ❑ m i Z� Z m� J W�<w S 8 ¢ ° o 0 Z 5 ° aZ W T 3 a� �w J o J= W;o M v Z* a r oo3 L O J >LO m 0 0 _ Cc 0 r ^ 6 v! C 04 m LO `i 4-0 r1'_- 0 (D N 0) N O LO r t:M N 02^ m cM T o Z Z V y E (y E JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 2.1 _ i FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4.0-1 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS - - -- 4' OFF RIDGE EXTERIOR PLASTER ON FRAME CJ FLASHING 25-SH 25-SH 12 - 14.0 -------------------------------- --i — —--- — ---- ---- ------------- —CJ/W—EEP--------- 35-SH R... 1------------------------- I' 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION — B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 14.0 2ND -�--------- FIN FLR LEFT ELEVATI SCALE: 1 /4" = V-0" N — B 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. R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM 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 0 N ao � � o CL_ .o Q d� O CV C 16 d N Cc N -O CV S Q m CV fC � 3 � �dCD �. as � 9• GC • A v1 CL Q C � O G1. V e� OWN :• V — � Q `'p.&14P '� '•. F LO ..• 40 1l 111111 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. Wd. E0 co QO U N O N �p v+ 0 a00 G tGl i0 d J Lu a _J Lu m c rn a C1133 L r0 5 _ �. e4� Win�OjO' m Z 0. ,n N z ¢LL J N OU U = W [313 M Z RU) z o J — d N M :n Z c U � s LL 4 Cn CQ W � a m U 0 W 8 V) c "' -3 U W J E _ g min i ! z� ® Q 0 sm Z M z o 4 U_ N z o N 4 0 Q a- o E U W z Z oa F� r0 �� oa �o Z o wZ C: �_ o�ZZ m� o� Z m 5 J O w QW z � $ F� o� go oLL -W rk ao M w ww �~ LF _�� ° 0 c Q Lo J m m co co ^. C) U) I— CoLO C 0 - CO ca '� co 0) .� N O LO E c M z l0 N T M E v «3 c JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 2.2 1 3 ELECTRICAL SPECIFICATION 15oA/2 LCINDOOR NOTES: PANEL CENTER 10 #14 to rights & outlets NEMA 1 00 #12 to appliances and GPI ELECTRICAL CONTRACTOR 160A 200 AMP P #1010 WH MUST VERIFY WITH THE 10 #8toRange SPECIFICATIONS FOR THE TYPE 01 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n 150=2/0 200-4/0 in 2" Conduit 200 amp 150 amp GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 JJJ CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS - 0: 'F LU wZ 2Ocr WO� > J m Eel N ■----CANAT---- ■ I A ^ I / > I I I CFI db I I Ei -BRKP T. LIGHT AS PFR SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- AC PAD WP GFI DISC. 58 O' I DINING \ 5'-0" LO LIGHT AS PER SPECS GF PENDANT LIGHT PER SPECS - ! =0511 GREAT RM GFI11 I GFII - — /% r I I a 1411 ROUGH -IN I U.C. OUTLET FOR OPT. I ( 1 O I I GF I (/ FAN/LIGHT I I SWITCH FOR OPT. CLG. FAN/ U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: %4'=V-0" GFII DISPOSAL III LIGHT PRE -WIRE I II o- M I f I � GF l / `�"�� ._ 111 ® 111 'kiln MEME 4 A ■ r LJ-- I I I I I I L L I I I II I I I I I! — ---— — GFI @44" FOYER - W.H. / ' A.F.F. - _ ---- oz Qa J UQ ■ ■ ■ • � GARAGE LIGHT / WP DR LLL U w AS PER SPECS GFI II > w ,GARAGE / / I / �► GARAGE / I t DOOR 1 ENTRY GFI ---------------- II I I I I I I IRRIGATION GFI I I ■-------- @44"A.F.F. I -------- • I 1 I ■ I I ` I I I I � I I � I • ■------------------------------\ ■ COACH LIGHTS OR PREWIRE AS PER SPECS i r� __1 I� T✓I �I ALT I� I I AC PAD I I OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH -----------------7 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 r� 3" VTR III, �i 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-B_ SCALE: %4'=V-0" eh RBI 40 o Q ! W c 4vwN m = cc o .. N v O �- Q N Y das CL Co °Y 3ca X_ am a, ax cw .--CW G #� R 5- CL CM fV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and sperfications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F° E o g 8 0 oo co N r- � N r M Q 0 a d LL y fM C J LL w � .6- w = M a t m man 5 _ M� 0 Nm I�pjO� W m w N Z Q ' z NILW OU y W ❑❑ . S !g a Z N 3 10 < v to zC2 4--+ f� w 'v .� —� O IV)I/•�) U w � ' z� Q Y o w M a 0 w- ZR o 0 -1 go I-T(6gg U o0 Z o E a� &5 <zz o! � U.) C .a mO O Z m N 5 J2 mo aw �z ab o 50 W > LL NZ y J z =. 01 0 w >a � a 3 y O J > L6 O a� m M c� O CD 0 CL (n m � N � LO O � ce)� .� CV O LO r Q C N r E c Nt M Z M Z E CN (A r W c 0-U E J a3 Q c JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. I o i I 4:12 SLOPE /4-:12 SLOPE w a O I N 4'-0" OFF RIDGE VENT I I I I I I I I I i z IW 5:12 SLOPE w 5:12 SLOPE iT I I ZONE-3 LiI I ATTIC SPACE I I 1071 SQ. FT. I I ti,A I I W a W N_ L6 JQ' w 0 _9 5:12 SLOPE I ZONE-1 W a I ATTIC SPACE ° CN 97 SQ. FT. MWEN i i mi ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ, FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation vented be provided Ventilation Ventilation See Elev ( ) required eerie needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN—B SCALE: Y4"=1'-0" +� c 1 ao 7 ce- a— W Q aL o C) N C] rt+ N CC O N N t 3 W W Z.. c a: Q � 3 � ifl a a) tx` o • u � d c oa y 11-0 C E- �o 0 ,W .�. ?el a�tilt, •••- �'� a C-4 ILL 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 F o ro) r3 o C n Lo N 0 7 LOoo co 0 U) r- tii fh ! LL IC103W Q� LLi LL w a Z ._C d w �$ O :), O 63. go . w W 00 0 Z U) NZ a ILW ZN O U W O0 CD Z N z � z o � v J M vCDL �We C) U OWg In c N LLl J = 5 � c Q co O ¢ M M Z o Z Z LL.ce E g� c. E U z oa I� r0 g a �0 0O o� z M ao �¢ wW �z ca n <z U mo ~z 2 za m J o m h ¢w t/5 3 Q w 0 Z z a o W�o �— az v oaa a �3 0 c O 2 ` > Lo J o m � d- co Cq Cr o o �- U) 3: m Ln ... O "2 (� N rn N O Ln T a C N r L CM T_ d Z M :3H T E 04 C N C a U J Q 0 J JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" t 1 I -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" PLUMBING I. SECOND FL WL-Wow 16'-8" '-0' 6141 18'-8" 25'-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 OISONING FOUNDATION PLAN-13 SCALE: Y4"=1'-0" eh N N t 00 CC a C' i r CM c.i c o c cc C.> I a 03 x r C L&- CY v, ns c r N m C1 �E t.- !4 py W Si C" c c1 r E R9 CJ Ch C14 O N CV 4•:�Zn t6+$:ayC F s ST,° TF 44u< ��f�€G:"ii8➢hi'tit 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W o f a o 8 N 6) I� N o C y J u- 0 0 71(7 00 ni �No LL Qyc)v LL aW W w °' G Y J LL Z Z C (D .0 �@ 0 OO N r�0 M J Q. k W oo z d N M IL o W H a Q 00 U N ❑t]❑ z W o� O Z CooD — o O Z Co z rz N N'lz� 1OO ^ 1W1 �/ LL `V W W —� O w V N Cn Cn Ely (� • W M M N ¢ Q Z LL- co E ¢ gWO - Ze 4ry a 0 z® H (CI _ g 0 U 0 O � zE ��°a '0 W L(_Q� ci f W O uz L J W wU FF ZF z a m Q W gz � o� ¢O W �• `� m O� �� aZ U W �— o <� �o I5 Milli44 a J In > In O CD 0 .-. Q `° N c O � co C'3 N Oi .Q N O L O T E CM o z E N Z @ E w JOB NO : 23-00503 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS 1 D2 TYP. @ < A LOW ROOF a y` 1111 n 0 U �6P CJ2G I I CJ2G I I 2 I I CJ4G CJ4G D2 2A1 _ ,GL1 ME — LL —— — II — — tl �I LL II I — S6 = TYP. I I U.NO. — 1-1- — — — TYP I_ FL2 — F 9 II R II FL9 II CA LLL I I (2) L00 n n • 1 S5 SIM. @ CONNECTIONS W/ USP LSTA1 STRAPS (CENTERED) EACH SIDE OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. Ilttt� Its � � P•0 11 P„ 11 o =•1 v TYP. U.N.O. R 3aA---A---ll--A-1- 3A TYP. @ A SINGLE S3 STORY 2 572 1 — S5 SIM. @ CONNECTIONS 00 .J U- ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2-r 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: 0 Q SHINGLE: Y16" EXP. 1 e4/6) or 1V32" EXP. 1 (ems) TILE: 1%2" EXP. 1 (33116) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 00 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-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 LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING i BELOW @ 16" O.C. LOW ROOF TRUSS W/—RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPEC'S FOR CONNECTIONS TO G.T. TYP. U.NO. SECTION SCALE: 3/4"=V-0" @ 24" O.C. MIN. (2) STRAPS BLOCKING PLYWOOD FLOORING L (2) 2x6 BLOCKING UNDER— FLOOR G.T 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT 39 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" (A) OR 2 PLY :ARRIER 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 (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CD x CONT LEDGER 404 FLOOR FRAMING PLAN— B SCALE: %4"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS N N 00 c C)W R V N C] �+ C LA- M Q i •� V Q � Q •' N ]G d � d C cj y •� C— s c m 3 CIO tTt d a1 .O cj as j CP c o M T ate. a N c E , I _ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND UPLIFT CONNECTION CROSS-REFERENCE RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH CAPACITY CAPACITY WIND SPEED (ALLOWABLE) 108.4 MPH Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS EXPOSURE CATEGORY C A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 1875 (1)PLY WIND AREA (+) VALUE DENOTES PRESSURE A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e d3, C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1 /2" 10 HIP -35.94 -49.57 -49.57 -49.57 D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 60.99 60.99 Q E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" 17 F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" r G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" @ O.C. ON EDGE AND 4O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS 4" " 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS BOLTS ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ROOF SHEATHING: O Q SHINGLE: 3/16" EXP. 1 (��s) or1%2" EXP. 1 0346) J HTT5 4350 3740 5/8" ANCH, 126 10dx1-1/2" HTTS 5795 518"ANCH. /(26) 10d x1-1/2 /�2� r K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS TILE: 1%2' EXP. 1 l �16) L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS NOTE: WOOD SCREWS AND 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r0 laHDU4-SDS2.5 w/ (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD (' — — — — — — — — — — — — — — — — — — WITH ASTM F1667 RSRS-0310d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 'I`�` � Oft SCREWS & (1) 5/8" ATR 1 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. I I RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" 0(2) TYP Gx 2 1/2"SDS WOOD SCREWS & (1) 5/8" ATR — I M CORNERS U.N.O. I LO c� N LUS26 1165/1060 ** 1005l915 ** 8 - 10d x 3" JUS26 1000/1080** 8 -10d TYP. @ HIP I 1 U U U �` P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" I Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" 1-- --- --- --- --- -- -- -- — — R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" --- r-- -- -- r--- -- -- -- — S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS CJ1 I I j j EJ7 I CJ1 WOOD SCREWS AND (1) DIJ 5/8" ATR EPDXIED w/ SIMPSON SET II I I) EMBEDMENT. w! 12" MIN. CJ3 (I �I I II II II II II CJ3 T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS u �I SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) CJ5 = = CJ5 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" 1 — — D — — I I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C I I I EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 1 (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE - I L-----�---1CL----- I I (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" j l 16 _�-- I _ _ _ I SP1 555 1 535 10 -10d SPT22 735 8 - 10d r'I SP2 60512 -10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" ----JHHCP2 680 570 1 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY r------------------ --I DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. fr----------- ---- J I I I ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) 1—..------ _ — - �� _ _ 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. T I I I FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S TYP. _ i i i i TYP DROP HIP DETAIL U.N.O. = I I = _ 1 L----------- I U.N.O. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS Ir----------- Q T (B) B) A L-------- - -- -- -- -i r=3 C==; j I r- ---Z j = = I I = I I 1 I II II — — — — — — I I I CARRIERy TYP. U.N.O. 1 I Ili I S6 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") _ 1 E _ _ ----- J L� _ I TYP. 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING — --- _ __� U.N.O. POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B 1 r — — — — — — — — �; ` I I 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 1 F I I 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 1 G % �� I I LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 J. I STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—t - A) i t 1 1 INTERSECTIONS. SPLICING / 2 x CONT LEDGER — 1 H — — I ' — — I TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. CJ5 ii = 04 _ NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS CJ3 1 I I I I (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR II II II �� I I i i BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING EJ5 CJ1 I I I I I DETAILS I U U ULo G I TYP. 4 U.N.O. S5 L------------------------------------ J ROOF FRAMING PLAN - B SCALE: Y"=1'-0" !r1 C= N c r as -o 7 W C3. � o Q a `am arc + r LL tl R C-4 a- uJ d o m w Q, CIO d F y v � 3 m ea y m rx c o �v w c E M a Q- U Vv r Y �'��I✓ 1� .......••'��, Of, C.&S�Ci 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E S I� v $ N CD t n J0, # W Q LL cULLLL � 103 LL W a Z g� o m CS 7 NG t0 W o 39 T T. -Mw Z IL ION Z z N OU v W El E3 Z Z a U) N z � 1v .2V LL C,, w � W U 0 Ln V) (� $ L.C) C N F— v lJJ J ~ p� I c) c `n 4) • Q o J z z M o S O E 0 E W Z oa m � ro <0 �g w0 00 oQ Z�� g rroo Qz wZ 5 cn ao ¢ x mX. o, z m J ? O '" < W � 3 a S� Zz o So d W a m j O au� Nw i-3 �C, o v w zl a= 03 �0 'L J O rn m c� co CN CO ca CD CD < C:) CU CN O ' CO co C7 N N O LO r Q N r E �'}• (0 M ` Z M Z C V E N Hf r 42) ca a E 0 _j Q p JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATJON NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical oad Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID W J 0 /5 BAR CONT. 8F12-1B/1T W" LINTEL DETAIL SCALE = N.T.S. MEN .0 .9 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T a tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR ATTOP ALTERNATE POWERS MIN. (1) RE'D O EAR STEEL LINTEL ° M.U. #5 REBAR AT TOP e ° n MIN. (1) REO'D 1-1/2" CLEAR ° A A ° GROUT ° J X ° ° 5 REBAR AT OF = r j BOTTOM LINTEL CAVITY a Lu fw o V 0 m o OTTOM O of d REINFORCING PROVIDED IN LINTEL Q C7 J O J Z C uJ u, 4 .- b 3p: - 0f- 7-518"ACTUAL 'NOMINAL IDTH (VARIES) in � E S LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION I C 6-4 O T-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-13 SCALE: Y4"=1'-O" M co o o N -o Cp > W uJ CZ U ,z Cl- o 0- m x Q v o n (V � Q N m Y o..>= W m 3 3 {o ca CD >�,eCcr cn d Q � E a u G C14 LL FESSi�� IN 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. 0 a 8 0 N0NrNO��JU.iL CLL LLa. Lu ZNW mL oZ NO U y W El pJ � z � V o Z z o J U)Ln z 4 -J LU Q A U O W_*V) M w $ N w w tO 6 C ¢ Y Ncc) 0 o w C> z O Z Q g LA_ 2 0 g O ZZ m Q n 41I- f2 0 aLL Z® � n0 L)o z z CEO � ro t Q o o wz to �� ¢= ¢�z =�z mo z m J wm ¢w 8 3 g Z2 dZ W Nw �� J �I� c+�> � 5 ao Ln O m 0 co CN ^ 6 ©� �- m L0 N Qi N O LO T Q N .f... CD t'M o Z M Z j E CV N T m a E 0 Q o � JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.43, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 00 C OW 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O, ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7, THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irri ation/SDrinkler systems includingg all risers and spray heads shall nt be installed wi hin 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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If roinf II occurs before vapor retarder placement, retreatment Is requlret 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed IC exterior sotreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier mug be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS T #2 OR BETTER AND OR MICROLAM ETC ARE O BE S Y P AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. e•� N N CO .r o ce C W a ti a� a - ao .: a d+ is o f6 N m OCIO m d 20 E t 0 3 =lv�� o c � ev r� c% O W!y°'��i. ` • • . .�, yid' =v C�` J 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 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I..... 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 (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 O 0 rn 5'-0" STUB -OUT FOR 0 o o icy GAS METER _ 0 9 0 tV = • 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. 10'4" (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'-Y (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 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x FILL CELL to w CC CONT. #5 > STD. 900 HOOK BAR STD. 90° HOOK r- BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION — TO HIGHEST �- BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING(rJ1 MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 118" min. Small 2" min. 2" max ) gap • � 4 max. Clinch nai when possible Q Is - 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max required when Indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -U der2nufhcuts. N.T.S. -Under 2nd floor column w/loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack „ Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* _f 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 B NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl6000s® BCl6500s® 9-1/2" -1 —1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d I BCI60s® 11-7/8" 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* - - Joist 7 When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. �Y/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Odnails require additional consideration. SECTION @ INT. BRG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) tst UU I ANTVVNtttt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. Any 1 "foist _ Spate (tt} 12 1'-0" V-1" 1'2" 1-2" 1'-3' 1'2' 2-4' 2-11" 3-T' a, Z' 4-9' 6-4„ 16+ 1'-0'° 1'-1. 1 '. 1 2„ 1'-7' 2'-6 3'-7 3'-10" 4-g* 5-T' 6-41 T 2' 20 1'-0a' V-1" TY 1-Z' 2'-a' 3'-U' 4'-0" 4-10" 6-11" 6-11" 7'-11" 8'-11. 24 1'-U' V-1" 1'2' 1'-W 2-a' 3' 4-9' 6-1— T 2 8'-4' 9e' 10'-9" 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 1j2" 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. Joist hanger I.0 SIMPSC w/(22)- NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-1Old nails. Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR-,--'•. 4 .. FOUNDATION INFO ` ' d' STEM FOUNDATION \ _ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7.1 I 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN n I a a°III III—r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION r ° ° d • ICI I —I I =. d. 4.a d: ° ��' 1�-1 1�= . PLUMBING LINE PVC OR SCH40 SLEEVE ° 1--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE r— PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 ° [Al ddA" a da L d T d ITITI -Tf T ° SEE FND. PLN. SIZE & REINF. s.® ca C%A am = � o -o o = Rve"v .- _tea H 7 N O J ®NX iC d m Q.5 W ot a . ca taa i CD >+ a Q� � v rt, 1, bt(E' '40.ipl� r° -CSCiclu e` J N,�k\Z ril'?{ taiitt 'itt\4 k 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 a 8CJ 0 t� y 0 C N 0 to ai ajMv � � Q J LL LL LL C uJ Z13 0 A o �' j 0 cc �C W '°' m w in2O^,0. Z NZ a l- OLL N Z OU y W ❑ ❑ QD a N M (n - V) z a Cz C9 0 , T1 u- •� Q a W O LU 8 to N w � 8 _ c � 8 ¢ °° .6N �Q OD g o o z It to M o z Z U_ g >- a p w° Ka F— r0 sa 5R. Da �< Z W H w� WZ c <g U m0 Z z m J Nm a� <W �z 8 ° w r-e =3 o Z < a 0 ao IIIIIIIIIll v zla 3 > LO O rn m L d- O p (n m 3 N Ln 0 a I\ 'n co 0N CD 0) (D N O Ln T r 04 T Ec cMD coZ M z N r E N ` M r_ n U _J Q p c JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 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 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING FOR UNDERLAYMENT @16" O.C. W/ (2) 16d TOENAILS T & B 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & 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 Cl) M MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . =— _ °' • p .' I �, `+ T D7158-CLASS G or H, or ASTM Tj— _ ; • D3161-CLASS F, IN 'I-T -_ II I'I ACCORDANCE w/ TABLE I I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ - (]I[,3�� III I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KGG ELEV. VARIFS/Af"\ SEE TYP. WALL SECTION SCALE' 3/4"=1'-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x811X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD 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 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v ` h ° z_ 00 e � 6 MIL VAPOR* - BARRIER ; p �r 1 — �• • COMP. SOIL. (COMPACTED TO 95% - MM MODIFIED PROCTOR - - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 41, 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-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 y. z T(� :. �• 6 .. 4" _ �o0 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 2x4 CONT-.--' I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH 1 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 112" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) 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 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 2""x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W14 x W14 INCLUDE THE WALL @ 24" O.C.) 211 .. ATTACHMENTS 1 ? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. ELEV. 4-3 1/2" A.F.F. U_° ' Ar N ° ° ' - - - 1/2"(min.)- 4" o 00 00 — ��11 Il�ll�llll. CONT. ii U.N.O. BEARING• SHEARWAL -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. •.--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ,,�2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ,,,-INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH T 72"(mina 4" W z M a Mi N.;�i' u� I • �I.�llr�- ILc+ll.�..Il�i ■ ' RIM • • • COO SEC�P�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x-14 STUDS @ 16" 0/C U \ ��Jo s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1c N 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 c.t 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 HOOK 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 " 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 @ A. 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 FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c TYP '- 2x P.T. PLATE , , PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH �, E ASSUMED FINISHED #3 OR #4 REINFORCING BAR n ° GRADE p. P N z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � a . MONO OR STEMWALL z M o o FINISH GRADE ao 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g _ r . D T q FOOTING MONO SHOWN w FOR CLARITY o0 6 MIL VAPOR BARRIER t> ;. • ° 00 -' r R 1 7/8" ° . - - #5 REINFORCING BAR Z — #5 LAP SPLICE NOTE: • e - 'FOR BEARING WALL COMP. SOIL. (COMPACTED TO - W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) t 4„ 11 A11 - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDIT►ONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" A. ° if GRADE 00 4 • ,a I III II ::: (1) #5 REBAR w/ OPT. ' J I I I I I I C I SG�E�(V ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS d _N I C•M r e•r ch � _ TTj— •• � ` •pry . � '"— I •--I � , ' III T SEE A/S3 OR J/S6 -I , FOR REINF. INFO. I I 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. CONCRETE NAILS W 1 1/2"1 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 1/2" GYP. BD. .HOLD GYP. BD. i 1-11, 17171/111,! QI An !'(CAI!` D CTC INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" (2) #5 CONT. - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8,1 1' A" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARI 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR • TOP OF BEAM &LAYOUT DESIGN a SEE ROOF PLAN - "� ° ° - N (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO r> 2x"F.T. Pt'� 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 " �116" MIN 7/16 O.S.B. SHEATHING 8 D.S.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 Q COLUMN LOCATION Q > > w SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONALSLAB INFORMATION g w COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM N SCALE:3l4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING �-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - s -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN ch O0 GRAD CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E d > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 i`t 25 w SIZE AND REINFORCEMENT) c7 -1 • _ WWF OR FIBERMESH ; � EZ'- a w 0 v ° a 1 0'-0" FIN. FLR./iik BRICK PAVERS or SLAB PER COMMUNITY SPECS O o _ U_U) • • • • = z .•lug•. 1 "-FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 !h N `o N m ^o � W gal o c e•v w _ m �� 'tA .fl N t M O �y1 .Qm�x m r s Boa N C1 >_ E J w 4* 'q c'` 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. ti N O p rn cc 9 00 _� 0 N ��32 '9 - aj N a M LL '4C J LL W U. J u_ a IC31 13 —vim a Y W t �c_n m ILW t�i�pjO. Lf)C14 r 0 Z o� U W ❑❑ z z - N Ln z o N u.l W V 0 u.J g N Ly N 411111111111111 W oo L U V I Z►�' U m S1 0 o w w Z M o E w� zo Wo z® ;o Z 0 co f0 4) t xzo $0 wz W C jzOQ p U m i Z Zm� 5 J 2 maw a a z W 3 �, 3 a LL go dw � m A� J 3 o �z J wa M ;a C �t Z¢ ( oI U3 � I. > Lo J 0 rn M co 0 ^, W L d' :3 (0 Cr cc O V/ CN m 4-1 LO CO '� N N O 0) Ln r Q N r E M o E N y T ? c m a E v w U � c JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK - EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vAR1E9 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +'+ . + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE TO DRAIN lell-� EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEELAND GROUT 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD ! \� —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN SPAN F TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 I�!��■!Iliil�l�i�l�!+�I�� ■_ .__III . ••. • • • - 1!_■■ ■■1'II '�I■■ ■■I��I M■■ �I_��I III■■ �7111 IIIT� NOTES: 10 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 BLOCKING (TYP.) PROPERLY. \'—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4,. FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J a r w r O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE C8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY :.;.:: •,.:� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a g a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 01 6 3/4" 31/2"- Tom! SFF,o �Ol4i �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET 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 ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. D� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF . .0 SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ 4b16d 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. ��4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If If /8"x10" "J" BOLT @ 24" O.C. MAX, MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 O SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 -i NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 USS BOTTOM CHORD OR 2x4 FB'LOCKINGW/ 2-16d TOE NAILS EACH END w U^^ V/ 2x TOP PLATE/T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) i (5645# SPF) i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. Z & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING — 10d NAILS @ 6" STAGGERED 2X8 P.T. BOTTOM P TE 74 VWX10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE r 2X BLOCKING �(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" D.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. eh 00 o "- I •¢ N 3°'CDY �Q-:� > CD � CJ 3 �2�d' E a Ftf„ pf OFESStoNF'```�\ ��"f!r//rF�EEltttttiE�,��e 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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 W OOqE g $ 5 N �c �'P Lo 0 "' 9i 10 019 yLo r' 8J N M v � LL a '� 0LLLL a Z �� a 4 'a W 04 � 0 W W � C _• N N < IJ- Z Q !- LL V 00 Z W ❑❑ UI M N z � z � z o � �N z -2C2 LL LU V � O w s N c N �� E 00., wigU„ — L 8 4 c 63 Q m CN t� o J< z M -z o z z < Zo W }N Z. z ®n p E - z a � E R0 ¢rXZ 00ra 0< z N QO o Qom wW _� Q y r 0 ZO J `n� Q • ¢w z N -z T� H LLNW W m �o 0� �k �5 1r_ _< a ° 0 J Ln 0 rn Co co Cr co (n m N LO 0 ' CV) ca C7 N N O L0 N E CD M o z E N T M E a3 a U ¢ p � JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45'± / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT 8 0 0/C. @ 1 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)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD THRO G 2"x4" LEDGER (MATCH BOTTOM CHORDIna EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL IN 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i > SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/161, @ 48" O/C FOR THE i �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; i .,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ AND 12" O.C. FIELD END TYP. TOP & \ �\�\ BOTTOM ATTACHED � (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48 O.C. I I ,- „ BLOCKING, FASTEN WITH " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FRO O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. ��5� TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 � SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 1 1 (2) 16d NAILS WOOD TRUSSES «0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 FASTENED AT AT 24" O.C. ON TOP OF t2'RIDGE EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END 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) wl (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"="0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0,10 SCALE: N.T.S. S5 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) I LL` BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS L� SECTION 9 SCALE: N.T.S. S5 `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ttt TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3] 1 d x 3" A = • EACH CONN. @ 24" 0!C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"X4" (U.N.O.) L BRACE 2 x6" (U.N.O.) L BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiQ 0 0 tl ✓,9 CORNER JACK Y U W z 0 U F HIP FRAMING REFERENCE PLAN � 111111111 1111111 1 �11 I II g poll 'I'll, '111112111111111111111 Ia NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ca +N � 0 00 d -o 0 o:� o a � o C f0 C-) N N C LL d. N N L N Q N as a CI, C= �. 3 3 ie d d Cat C � o /b +� . •', ✓`4j �. N Cki .... "•. 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 ,d. E Q 8 N O 5 N. rim 1:n M M 0V LL � LLLL Z �.°, a W o;N� 0 W 0°' Z m w Z 00 N . N do � 00 Z W 00 v M � z_ iv z o* N N z � o 2 (� LU � U OG) w 8 N c w re g z r U � e Y r o z w 12 M o z zo ° >m QNo 4N CI_Q E V w z Z® oa F— r0 O E 2- ¢ s O OU ¢ z z N L Qp ago Ww = C z � V W� � mO 2 Ili. z� m� � J .,oQw �z low, gz W T a � w as i-mi � a VM zl< tz E� 'L J O rn m as U ^` L co CU CD Q 7 Cra CD mN^ ca U 04 O) •� 04 O Ln r Q N r E M Z M Z 7 y T CZ a w 0 Q p JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. S5 3 W 1 M cn 0 N CID 0 J 9 S i r vim) ine rn 3 t N N i E 1.2 0 x v a) LZ 12 e ci "o i a. 0 0 tZ N N N N N N 0 v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION PEft- 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN = 0 I .;• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER / CHART ON FLOOR PLAN_,_ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 04 6X6 W1.4xW1.4 WWF OR FIBERMESH MITI ; ll�7L1rr�T�7 ° a rll—III I'1 s. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �—PRE HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`W LAYER 1/8" THICK. 1.w —INSULATION PER y CHART ON FLOOR PLAN B R S6 S6 7i- ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"1 CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U v 4'W" INSPECTION PORT AT cr EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE o0 _r 'fnTSJ1z rrJ !Jr " STD. 90'HOOK (3) # 5 REBAR ON T' CHAIR �' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL --- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)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 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. ,OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S.IJ S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O0 SEE FRAMING WEEP SCREED 99 r 2 PLAN INSTALLED PER MANUF. ' 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1IJ @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 "" — " 2"x BOT. PLATE (2)10d @ 6" JJ PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1IJ 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, TR B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE i f/l J-I�J v SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24 O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 351 MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • -^ — —° (3) #5 COW. ON 3" l 8" j V-8" I 8" I CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/37' OSB :I EXPOSURE 1 x II SHEATHING —x — PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _ uj' NOT FULL o F HEIGHT SHEET C II II O Z II III G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T _T1 F II XPOEI EXPOSUR w SHEATHING II II II x SOLID 2x III C III II II II I ALL O C SHEATHING m EDGES (SEE III OPENINGSECTION X-X CL III C II x II II 24! II IIF RP IE4 E W _ W 2x STUDS Lu III I I I II II II BEYOND, SEE PLAN o III I I I II I II I II II I I HIIHI_ LIE 11 —1 —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIA1 I III MIA'rl MlAfNnA11A 3/8" "S" = NAIL tea" SPACING S 3l4" S 1/2„ r S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRnCI� SECTION X-X SF A/NO01V �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.) FN\o-I-�F�Q\ OR 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)4" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN}s". Cn Z - ®NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL O QB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL S @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL 1 O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J } O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q rrr—OOcn u~i to; � " k LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O ~ MEMBER IF GABLE END c Cn NOTE. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—' - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 260IJ 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4xW1.4 `r WWF OR FIBERMESH N Cl) III.IIII�IIIIIIIII •: �II,;Iiil III=III=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING Lu! HEADER SUPPORT NO. OF JACKS & STUDS J AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'•16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. a 4 T e+r� N Nc 0 G W C3. L O CL o Q C c V N m ae �LLto C2 N vs o d saw E w a o c d �• a 3 0 io ` ua m c o c E o a- �x G CN �-- E L O • �, S J ti J ,�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. lin 11111111 J C")8 IIJ $ rn 8 V •? in i 'l a7 S J ,Q C -••r 52 LL U.,d V -2 LL LL W x Z 'COC a a F O W 04 'zaK ILZ 00 N OU 00 2 z N M z � z o � v �- - N V I V) z 0 o 0 u- 4-.J - (� w Um 0I^ w Ii ! C N �NCD ,y ~ E a _ I = r r. 0 Q o, t o Jz w M C`J J Z o Z < � tL w. s� 0° >N ao Q 0 E U CL Fz z® oa �o z oE�$W ww L g <z �J Vi c < Nm m0 of Z z m J ab '<w Zz 8 3 3: g LL�W a<J. Z W C, m Z M v w a zl< a 0 05 �O '� J O rn T C9 L CID co .-. O Cr O (n .2cc LO 0 ' (O c7 N O .� N O Ln Tr__ Cn r N T E C d' CV)z Z T E N C co E .. -0i JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. S6 (MONO) M v w I m 0 N 0 0 S i v o+ Q N N O d E 0 v CD M 0 0I ,a 0 i a 0 0 2 c� N N N c a a N '4 N c a� 0 ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL / CONTACT WITH LANDING / FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER x SYP CUT TO FIT \ ' BEARS IN WALL I xl2 SYP I BEARS IN WALL I ALL STAIR STRINGERS AND TREADS TO BE 1 3/4 x 11 \ VL 2x6 SYP / #2 SYP (MIN.) 2x4 SYP BLOCKING FOR STRAP THREADS, RISERS, AND 2x4 UNDER STRINGER/2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ 3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" LANDING \ / AT STRINGER CONTACT POINTS SHOWN IN DETAIL FOR � NAILS) CLARITY \ 2x4 CUT ON BEVEL ALL WOOD TO WOOD D D DOES NOT BEAR IN WALL GLUED TO CONNECTIONS TO BE 2x8 GLUED (PL 200) AND SECTION VIEW "A" SECTION VIEW "B" NAILED (MIN. (2)16d). <) SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING — 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH—, INTO STRINGER H D _-2x8 BLOCKING FOR STRAP L-1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2xl2 TREAD GLUED AND NAILED i I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE----' AT STRINGER CONTACT POINTS E—� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON LtX 28 SYP NODRYWALL STOP MUST T TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ _ z4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: ? = 1'-0" SYP 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN I' 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 STOPZ// / ///Z —2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS I � 4--2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C ROVIDE MOISTURE \ PROTECTION L/ATTACH ALL COMPONENTS / STAIR TO CONC. W/ J" X 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. \ G.1TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER �S! x4 DRAFT / TOP � [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT I ' STRINGERS BEARS IN WALL I 2x12 SYP BEAR I I IN WALL E I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 2x4 SYP SIMPSON A35 ORXT FOR STRAP BLOCKING / LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)MTS12 w/ 1Odx 1 1!2" AND NAILED TO FLOOR WITH GLU S) NAILS) 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS NAILS) DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "E11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL =2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" STRINGER 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 i I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4"GLUED AND NAILED TO STRINGER \ KOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" SCALE: V = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER 'X OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING I 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST, TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" SE CTION VIEW SCALE: �' =1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H / IN, rr/ 2X STRINAR 2X BIOCKING PSON MTSJ2 w/ I 10d x 1 1/2" AILS I D OR 3D 2X BLOC)f.ING 3 RISM VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" e+� !V 0 N 00 6'. 0- o i./ � ih G N m o a< cLA- up Q.�:N9C T E C G d �• a � � m W .a � a, �o a o ';.Ckfi`i�S�Itfii(�i�p�A�j♦ tiw NS r� _.�''� nb- `i O4 W rs 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA _ E N o C"8 Li N �m m.9 : °° °° G ENO yp W fii y' M v q0 , LL V � LL W a Z @ Cc O1 a 5 v Q� 0 `� W Z M Z Q LLW N Z OU 0 S W Li� Z N z _ QU) n P1 8 08 aXz w � � a U U � w 3•.. ao o Jz w M C a i Z LL- g. 0 y 'q E U ao z z® as t— r0 �1= o XU �a�a w a U 0 z IQ �z aS Wz �w ry W�Z� m� 0 z m J 2 aa° <z �z T Z aZ �W W o �z 1- J o = < �x ;o M. zlc ar o 3 � J O B m O co co :3 CD �-� C:) > Y C:) ^ v / � �. m c Y i %%MOO r*-. '� 0) (O (M\I Ln r Q N r C) r- � o Z Z _ N T N c a E • • v �? 0 -j a o c � JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. ST ■ r r L - — — I L' 3 3 W I cc 3-1 m c'"o v N 0 LO rr rn i c 0 3 a N N S E 0 x 00 a� c� 12 0 0 CL 0 x J L� N N a N N N S 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR C!T1 APPROVAL FOR CONN. APPROVAL FOR CONNfl, j� 1x4 r 1 X 4 1 x4 P.T. 3/16" 0 X 3" LONGL_ FURRING E FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16"TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2° ❑ x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 7.. nCTAII 7 i/A11 MCTAII STAGGERED @ 12" O.C. 1_1/d" nFTAII 13UILDOUT "OVERSIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2-0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 3 1/4"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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2' 0' 8" SOLID BLKG. AT TOP BTWN. ARCH -� BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16' OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TYP.) STD. 90' HOOK (1 L11 Tt..7/ t5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 S JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS Lj JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. '-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 14' EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. .;..::.: ; ;,.'; 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ...:.... F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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 L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" p P' C VA GRADE n C en e p M Z r �p \ e ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �� 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ATTACHED WALL SHEATHING TO #5 REBAR (TYP,) �� 3/4" PLYWOOD DECKING GLUED 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 . 90° HOOK (TYP.) STD• '0 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND ... . JOIST TYPICAL • '' #� +2" NOTCHB @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. .� - �. w/ (4)1/4xl 1/2" SDS SCREWS ��'.. INTO BAND JOIST & (4)1/4"x2 3/4" rHE TITEN INTO K.O. BLOCK :S ...�� FILLED CELL INSTALLATION KH" 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 ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO J L 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"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + + �'tENGrh + 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 2'-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 I + REQUIRED TO �\ + SUPPORT SOFFIT I , IJj1LJ� SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS eGG cuGGT rn Akin SIMPSON HTT4 w/ (18)1Old x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD 0 EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3PT - r -V Z U_ 0 w U FILL 1st 4 COURSES SOLID W/GROUT 71 e. 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 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 INISH FLO °' ' °•• #5 BAR 11.01. ` e . CENTERED W/ g .:' ° • . �► 97 97 H IN TOP o • a : KNOCKOUT / 04 e CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL .I► e. a DIRT Z STANDARD o i 90' HOOK N #5 BAR IN . FILLED CELL -�� •�� , •� , Le STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY u EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT �� SECTION SCALE: N.T.S. SCALE: N.T.S. N 0 h CEO C 0 C Q � L _ O ,_ a `� o A2mo� 'y Vf y C? J c C 3 ea as a a a 2 =- � N r= C rn o a N0111113iIi/t,+� 'NSE F LO f'•!> �OFESSIOtZP;Na��`. yl 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W vE V e) o = N n o tZ12 a a)Cliclio 2SS2 LL C —r u LL 5 M <L S W rL Z mc� a4 � L � O 9 1 N (O � O 05 CP ' m Z N colak LLW Z OU 0 y W ❑ QD M N N Z � z Z � o Q v a 77 U) Ln 2!t7 v CD N Lj,a� .0 � V 0 W S Lon c N Ln c LLJ � J E j Rig 8 c co Y Q N o � J� w Z M z Q ;Lo n tO <N E U wz ❑90 a 0�° &< Z a3 � C_ <= S <o w = � cn C z a w0 m0 Oz Z J ¢ " < `z W 83 g��O w 1 m ¢ NLL w wO x 3 o M v � ; ar zla o 3 �LO 0 rn c� co aQ (n o N . 4-0 m LO ... 0 .a CO -0 a N 0) N O LO E M z° Z E CN ayi `m a E U .-°, Q 0 JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. SS t-- r CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ♦.. -ivu lw L_rwl I iIwvv rr�� 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) 1Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. �LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" _ GRADE • ZV ZZ_ 1'4' PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS :32 C V VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A 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) 1Od 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 SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. 4" - FW- Z to • a N PORCH SLAB SEE FOUNDATION PLAN W W U) Z (2) #5's CONT. T&B _ EE ~, W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR GARAGE SLAB 1'4" 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. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER tRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2)12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q W W W W WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND - -- - — -- - -3c = SLAB 1 1/2" - - (2) #5's CONT. T&B w/ - 4„ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" C'RADE •, N cZ_ 1-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED 1 1 INFO _ 1 1 MASONRY KNEE WALL MAX 3 1 1 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I�r Ak 1 i MAX 3 SOLID. SEE ELEV. - 1 �1 ------- j---- 1 1 1 11 j 11 1 1 1 1 1 1 i i COURSE FOR BASE SIZE (3) #5's EA. WAY j 711111 -- • PORCH SLAB SEE Ak SLAB - _ - FOUNDATION PLAN LEVEL 2 #5' CONT T&B / 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" CONTRACTOR TO INSTALL SEE CUT O s w N z SECTION FOR #3 STIRRUPS AT 4'-0" - MIN 3" x 3" WEEP HOLE ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH TO DRAIN WATER EXCEEDS 30" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrls SCALE: N.T.S. SIMPSON LSTA18 w/(12)10dNAILS POST ATT E T ----------� F-----------7 SttF'LAN CENTERED AT SIMPSONHUC410w1(14) I I I I FOR CANT. SPLIT TO TIE I I 16d INTO HEADER & (6) I I I BEAMS TOGETHER 10d INTO BEAM - SEE I I 1 I I I I ROOF PLAN FOR MORE I I I I INFO I I I SEE FLOOR PLAN FOR 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 J I L_ I I J INDICATED ON BM. & ADDITIONAL INFO. -" SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON M OPTION B CONNECTION INFO OPTION C SCHEDULE/PLAN COMMON BM TO EXTERIOR SHEATHING AC H M N A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER j BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22"'� 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) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. BM. SPLICE OVER 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1Od 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) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ Y2' CDX PLYWOOD OR %s" 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 - • -• �-_�. --L_ -_-mac._ l.. _-�, :_ ��-.� �- < 1-_ <"c _�.. _•� . - • MIDDLE GARAGE OR LOWER SLAB SEE PLAN p � 2x4 #2 SPF STUDS @ —�-��-- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2, ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT ° e' d E a .. )C ➢ e ° ° MAIN HOUSE e .. c e' SLAB d a e_ (2) #5's CONT. T&B ° e a e w/ #3 STIRRUPS AT I . a e 4'4' WHEN DEPTH e e. d ° .e. d, EXCEEDS 30" ° e 8 e." N Z ° • a. i' ° . 11-41t SECTION SCALE: N.T.S. GARAGE MONO/ 21 en tV 0 R to o t 0 a;z a o C A V N - m N C W d N-� N M N O fp d Qv L Q = a 3 C •�-' as � N F. C m a G �i l4 SiCiCi�ikl/!j(i !�J/ 6 �<'J\�c� • EL`� s4 �JFES510� \\ r r��`�!`tf 6I I1 4 i tletl�tii\�`\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W V E V8 0 0 �, � = N 00 .' _ ;; a ��00 �L3 8 Q N CD 3-LL LL w uj Z m IF ' 0 W W p o 3 MN t0 W Z z m w „N� a K U) Z Z N O U W rU �C z N Cn z � z a J — to to N (� zC1 C-D LL LU fliO —� w .M W wig E z d O 0 Q O N 1410 0!Z o M Z z o U_ Z. S =s d O E " o� ze 9 (a ¢Q_ g O Oz Up �U UK Z z coo ro A do az <g a Wz s u� C: 79 m� o � Zm J ho ap ¢rz �Z s g co �S ° a z W W y O m Q N� �s 3 o w w =x o J M 5 0, VS� 12 > J O co CID CO ,•-. Q C) (T -6 cu C) U) m N L O N O Ln T Q N T ai co o Z z E (y y r C a 0 _j ¢ o JOB NO: 23-00503 SCALE: AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) ' (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" I TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2 x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL A Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE � FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d o °: BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS (B ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER ilk �' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ;• SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. ( ) SILL PLATE w/ SIMPSON LS30 w/ 6 A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE 1 1/2" IS TO SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x CLIP BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • • • G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d EA. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INFO 1/2 GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL -°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7),10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.SEE REQ'D TYP @) LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED ,;; , INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" OF P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL 24" O.C. ) �° SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF __- --- -_ - - -- -- 2 x 4 #2 SPF STUDS C AT 16 O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER I 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G SEE PLAN FOR NAILING AREA (TYP.) CONNECTION (2) 2x HEADER " MIN 3 2x #2 SPF STUDS () @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. COL. SIZE I Y (] SEE PLAN j E 5/8 A.B. @ 24 O.C. AND 6 FROM EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER "A ! EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7'! REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION !.1 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" — BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x \� PRE-ENGINEERED O SIMPSON SP4 w/ (6)10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2) 12d TOENAILS T/B ( (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 / I WALL) @ 24" O.C. ; , (MAX. SYP U.N.O. EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4 OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B i� AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE i 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE :__ __ ___ SIMPSON HTT4 w/ (18) r AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP. F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS a o TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ••. ,. • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. h LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. o .�•U ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. FOLLOWED IF DOWN SETORBION. DETAIL TO BE OX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" US () (USE SP6 FOR 2x4 STUDS MIN 3 � () 2x #2 SPF STUDS END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3�! O/ _ �� (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16 O.C. @ END OF HEADER. SEE EXTERIOR HEADERS �' 1 2x SILL PLATE W/ 12d TOENAILS. iOlgT N� F 2x 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB () (2) OPENING LARGER THAN 4 ft (2) 2x 48., T TOP SPLICE M�ti Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR :, LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4'! TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK j' ' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 012x8 TOP f FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 a^o c 0 Co � W Q O L G sZ o lV -o m x y C 6L a Vf M p 3 •� wY C � W d =�a s u 3 ` =°'mod =d=� 'low 4= w n. c c n Cl- v 2 ��O W �,,� ,.\�,\` • N m U F LO �// �ROFESS\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. r� E 8 LL M Q # J Q M LL 11 LL W � a � W j re�ca W r�i�O~l°' m w Z M Z Q-1 ZN O U Li to W ❑ ❑ Z N z � z o c v _J - d . u7 N � z V � a O w g Ln Ly N U �-- E = t 8 U � c a • C4 � ¢ w Z 4 E LL_E _ . oo s� Z® 00 H fa p 0 U '- p ¢U¢ 4 � C_ '- a o Qo ww c Y UZ 0 mM o z J a ° z o 3 o a �LL a N O > L•i) � m M co CN �O 3 CO .-. a. U) o � N m U') 0 7 CO C0 N .Q N O L(') r T CV) N E cM o Z W Z �1 N r— E N M a E U Q p JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. D2 3 v W m THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO U OUTSIDE EDGE OF °' MASONRY WINDOW BUCK2) , SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o tructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0O SELF-ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ e 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK / DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED `- SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND KI EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER Of draining t0 the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied LL FLASHING REQUIREMENTS i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q 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 N CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE EOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCOREPAPER TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE AP ESVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. <> 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED I/ i II I � STRIP OF SAF 1 DRAINAGE PLANE WIRB I BOND BREAK WRB it I _ SF LATH I II WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR 1 I II I BARRIER I I i t I 3-1/2" INCH FLANGE I I PLASTER STOP LU THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. Cl)CONTINUOUS BACKER W7 ROD & SEALANT DRIP SCREED PLASTIC Cr_ACCESSORY W A co SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS L� Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: 9pp The building paper and metal lath must be ' ' it I Cement installed over the top of the weep screed. 1STER STOP A Plaster NTINUOUS BACKER ROD over block SEALANT 1 st floor NENTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all eh !V O N 00 O m =o M. W m r.. •y A N N U Q�4D CD Z_ d w ,a �. 3 cc L E _ z LP 2 M O N CV CD. 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. MM 0 W "• E m miv0 00 --�-. 1 M N ),r32 x� Q N M v U. U. -, U. - L W ILI SS a _ w =C a CR NCO 0 Wc°n�pj°. m W N Z d J N 0 do 0 Z W ❑❑ to N z N � z Z r; a N N Z C1 � o �(, j O w 8 t/1 c N „ r - E _ = 13 c N Q 00 o M ca JZ i ¢ o3 Z Z W C C zo Z Z>m ¢ o o �� ".a, ►- f6 g0 Uo CL o O co �, o 05 �Z Z < z wo w = w, cn C C �S= 2 U W, mo 2 �w Z m J wo <� 1Z <w �Z $3 o s��W W m z r IJ o cr � 10 ; a �r zl< oF � e� > L0 J O rn Q O C> a.. (n m cu N Lln 72 t\ O (� C� N 0) O L0 r < N51 r E W d' co z Z E N d � E U m a Q p JOB NO : 23-00503 SCALE : AS NOTED SHEET NO. WP1 1 1 __ 1.1L 1 11 -- - - I r I I V HURR/C,4/1/E Mounting Brackets (10 Gaugei 4•-1 /2" X 4-112' X 2-1 i" See Anchor Schedule Bolts 112" Dias, AKS Galy. cryp-) o t + • ��" # i 4 Self LP p ing Screws A/C Unit Bottum Edge Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bradtet 06 Gauge) q 14 Seli-DtllIng Screws. Thru Brackets is Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10.5f8" .P4 Washers ! Self -Locking Nuts "+Qesutw-t:dbwno uialzwzucu 4a, lit-rulrtl yrith each 1'lurrluanc Au Br-. Raiadd Seat a rese t avaudallae "n n otilum ( like4e ) 12511 Mm Version Mmudacuw Annnetion 2020 amen Vent Products, Inc CMepary: Structural Components "Cat4aoq^. Products Introduced as a Resit of New Tedhnolopy Compliance Method Eveivatirn Repot trn oa Flvdde Registered cra Ucensed Florida Professional Engine" aso a Product Mod. Nmhhr arNene 1 &rodVem Model 91540.510 2 a --vent Model 41540.111 3 amulVent Mode10154452D 4 amsdVem Mader 91540-521 5 SmanVe t Model #1540.524 6 S nMtV4nt Morel IM540570 , a uhleM Made: a1540.514 back Crass Support (May he cut to W) Right Bracket (16 gauge) Florida Department of Business & Professicnal Regulation Building Codes and Standards ProductApproval Application Detail Carl =A License Vdd&M By MMeel Gehem Nerma.F. N-P.E. Locke BOWen P.E. (077)44"308 PE-73778 (334)300A800 Irdb@smart"N.con Pspe i a i l2no20Tl no 2Ue DteParWno Do Validated oubmftw flic-Accroval ADBIgYl9 ±asius 12M82020 12r1602020 122&W20 AW Wed Pr.k.t 0..F W.O Dual Function Flood and Ventilation Vent Quality Aasurtnes Srgdt .Qs<t 1213,1214 Acarayad/or Use in Ithn 2 Yea Amroved for Use ➢utl.e.HVKZ Yea lmDW Besialesi NIA cmim EMMM .1006100 Dust Function Flood and Verfl.0 n Vend 12T312023 Yes Yes N/A •106Ftoo hstated Flood Vent I201rt923 Yes Yes NIA +1G0F1D0 InstaterdFlald Vent 1I.I.Yon Yes N/A 11001.1DO 16&qurt; Garage Door Flood Vent 12/312023 Yes Yes NM WA Wend Well Insulated Flood Vent IMI2023 Yes Yes WA .1l)DI.100 14.5&qua; Garage Door 9ma Vent 12/312=3 Yea Yes N!A WA Florida Department of Business & Professional Regulation Few al Building Codes and Standards 1114=1 Product Approval Application Detail £091 mth, or 0112 211 Date Penhna toe maga version t1araI.gt mar Cooled F,ml�ilir.�e valtdtw ay yy(dsg �afg E13C Anuargal A...'ai afsilLL ReMdm 2020 Dfexel Metals. Inc. Ja9an IAn1,lmte Zachary R. Pdest Lade &radon P.E. OBm02020 08N82020 118202020 1 OnYL720 ApPrand Claim Roofing (5021303-1511 PE74021 (334) 300-1800 aubetaeor : Metal Rooting Isburrate@oermat.corn CarrpeMnce Method EwkhaXan Report from a FlarkJs Rrgistemtl Arcn@ed ors Llcenmd Franca Pnift-iota EnQnaer 9gottAlstan Approved for Use Amassed for Use l m w 2"M dl43 Protluct Model pusher ar NurN product Distinction ConVact Lhldranlm Dale in HVHZ R Pressure 1 Dresel Metal .ta Systems DMC lWN6, DMC 1508%DMC 1755, OMC 20US, 121312025 Y. No N/A .0MIlo DMC 5V Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards 1/22 5=2 Product Approval Application Detail _ .... k 20 ax Data Pandina Tye version Manufacturer Connect Enalneer&Licenseya0deteday Validated Sum FBCApproval Approved Status Revision 2020 Tlerma-Tru Corporation Steve Jasperson Lyndon F. Schmidt. P.E. Ryan J. King P.E. 04n52021 12M 2020 0422/2021 051082021 Approved Category: Exterior Doors (600) 043-78211 PE-43409 (81$) 767-WW Subcategory; Swinging Eduor Door Assembles sjesterson®lhermatru.co Compliance Method: Evaluation Reportfrom a in Florida Registered Architect or a Licensed Florida Professional Engineer FL$204634t8 ProdugNl FAL$ product Model. Number M Aleme Quality Assuronet. Aoorovad Dpntraot Exeiradon Dace In forUse gpprowd HVHZ 2jddde for Use HVHZ Jmpgpt 1 P3'iY6 Prenum I a. Themm-Tru FiberLlasalc and Smooth -Star Nominal 6811199;8 &quoti mpact&quat Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (I nawriwutswsg; X mnhguration) 2 b. Themm-Tru Fiber-Chssle and Smmth-Star Nominal &W,39;8 aquottmpact&quot Opaque 12f312022 No Yes Yes WA Composite Edge Fiberglass Single Door with SSddke(s) (InerAn9/Outwing; XO, OXor OXO configurations) 3 c. Therms-Tru Fiber -Classic and Smooth -Star Ncmina1883rJ6,8 &quotlnlpact&quot: Opaque '1261/2022 NO Yes Yes WA Composts Edge Fiberglass Double Door cairn or without Sidelite's dnswnng/Outswing: XXor OXXO contlgurallona) 4 d. Themla-Ton Fiber -Classic and Smooth -Scar Nominal S&f139�0 8q of u 1mP acngOpaque 121312022 No Yes Yes WA Composite Edge Fiberglass;Fiberglass;Singlele le DD oor Door (I nawing/Outswig; X configuration) 5 a. ThermmTN Flbef• lessle and Smooth -Star Nominal B,SdK19;0 8quotlmpad" Opaque 12131/2022 No Yes Yes WA -Composite Edge Flberglaea Single Door with Sidelro(s) (Inswingl0ulswing; XO, OX or OXO configurations) 6 f. Tlv rma-Tru Fiber -Classic and Smooth -Star Nominal $&"GO Iliquotimpact&quat Opaque 1213i/= No year Yea NIA Composite Edge Fiberglass Double Door with or without SidelltesQnaniing/OutivAng; XX or OXXO conflgur.tons) 7 g. Thera -Ton Fiber -Classic and Smooth -Star Nominal 683R39;8 8quotlmpact8,quct Glazed 121812022 No Yea Yes WA Composite Edge Fiberglass Single Door (Inswirg1O.tswhg; X configuration) a h. Theme -Ton Fiber-Classle and Smooth -Sitar Nominal 8'8 &quotimitr ct&quol; Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sclefke(s)(In Arg/Gumnning; XO, OXa OXO configurations) 9 i Therma-TN Fiber -Classic and Smooth -Star Nominal 6ed139;8 &quotlmpad&qulot Glazed 12/312022 No Yee Yes WA Composite Edge Fberglaae Double Door with or without Sidalites onswinglOulswing; XXa OXXO conhgurallona) 10 J. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6'0 8quotimpactliquok Glazed 12/312022 No Yes Yea WA Composite Edge Fiberglass Single Door (Inswrignuiswmlg; X configuration) 11 k Thermo-Tru Fiber -Classic and Smooth -Stir Nominal 8'0 &quatlm pract&quot Glued 12/3lr= No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelte(s) (I n5vAng/)u5Wng; XO; OX or OXO configurations) 12 1. Therma-Tru Fiber -Class and Smooth -Star Nominal 8&039;0 &quat;impact" Glazed 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Doubts Door with or without Sidelites (InswinglOtrtawing; )0a OXXO configurations) 13 m. Themma-Tru Fiber-Chssk and Smooth -Star Nominal 68M,$ "lmpact&quot Glazed Molded 121312022 No Yes Yes N/A Open Composite Edge Fiberglass Single Door (InewirglOutsw'rg; Xwnfl9uniton) 14 n. Thera-Tru Fier -Classic and Smooth -Star Nominal S'8 &quotlnpact&quot, Glazed Molded 12r311= No Yes Yes WA Open Composite Edge Fiberglass Single Door vAth Glazed Molded Open Sidelee(s) (Ins ing/OutaWng; XO. OX or OXO ..figuration.) 15 0. Themm-Tm Fleer-Chsale and Smooth -Star Nominal 681l3g;a &quotinlpact&gUOt Glazed Molded 12f3l/= No Yes Yes NIA Open Composite Edge Fiberglass Double Door with a without Glazed Molded Open Sidelites flimoongMunwirg; XXorOXXO configurations) 18 p, ThemaTm Fiber-Clum. and Smooth -der Nominal 811,039.8 &quoklmratt&quok Opaque IW312= No Yea Yes WA Composite Edge Fiberglass Single Door with Melded Open Sidslita(s) (Inawino/Outswing; XO, OX or OXO configurations) 17 q. Themm-Tru Fiber -Classic and Smooth -Star Nominal S'8 IlquotimpaclAquok Opaque 12f31/2022 NO Yes Yes WA Composite Edge Fiberglass Double Door with or wfthout Glazed Molded Open Sidelitea (ins'wng/Outswig; XXa OXXO mn9guratlons) 'sot Vanish wAnuftwrw ReMean 2020 PGTlndustries Categoty: Exterior Down Sr6Ctage7. ailing E.W. Door Assemble. Carrpil4nce NWrad: Cedilcaaon Mark or U1111. FL92"4432Products. gygg Reduct YpLL McMar ar llama 9 SGD-6570(Large Masllelmpacl) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap.1 oft 102021 Cortall listener A License Ytidared air validated submitted Fro Amrovel &porovel a Jena Rosawdrl Mimi -Dade WCO-CER Mlami-Dade BCCO-VAL 11119R020 iilri 2020 1124rA20 Approved (941) 48&0100 (788) 3/5-2590 Jroaoivski�pgedustnea.c am outb Assurance Acerms! to Use Amroved far Ike ill= 2dM . RWZ sY.IM]t ELassimi VMA SidingL1asa Dow 04/14202t Yea Yon Yea NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,�, As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying far a CategorylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Gate 1. EXTERIOR DOORS IFiber-Classic A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) F L20461.1 +67, 0%f 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psi 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 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 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 of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2■ WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FLl7499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0f-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FLl5351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING .fames Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding p P g p 9 FL13192.1 - FL13192.2 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 Root)I 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass 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 FLl7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. M ETA L ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 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 F L1774 lit 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of'the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel a3 Building Codes and Standards 125r2022 Product Approval Application Detail .z . - .-.. .. . _ sego@ Entity or Date Pend Ina Ltete LIM Version Manufacturer contact EtiOlnxr&Licenseyallidaled by validated submitted FBC AooroYN Apggyed Alaglq Revision 2020 Themma-Tru Corporation Steve Jaapereon Lyndon F. Schmidt, P,E Ryan J. King, P.E. 07123/2020 07M=20 07129R020 10113f2020 Apprwed Category: Eutanor Doors (800J 813.782& PE-43409 (813) 767-6555 Subcategory: Swireing Excarior Door Assemblies sjaaper=@thelmatru.ed Compl.nee Met aod: Evaluation Report from a m Flarda Registered Architect 6 Licensed Florida Fuslijamprodu Professional Engineer S# ADn Prod not Motlel. Number or Name OuallivAssurance Aooroved her Use Aoerdvedher Product Description Contract Exoirb aon Date In HVHZ Use Outside HYM Rear Pressure 1 a. Therma•TN Fiber-Cblssc and Smooth -Star Nominal 88#39;5 equltimpact&quot Opaque 12/3112022 Yes Yee Yes WA Compatte Edge Fiberglass Single Door (1-4r /Outsving; X confipurahon) 2 b. Therma-TN Fiber-Classicand Smooth -Star Nominal 6'8 &quwtlmpaet&quotOpaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwith Shctke(s) (IrwwinglOutsanng XO, OX or OXO configuratons) 3 c. Thermo-Tru FWer-Classic and Smooth•Star Nominal6&;ll &(ua;lmpad8quot Opaque t 2/31/2022 Yea Yea Yea WA Campo" Edge Fiberglass Double Door with or without Sklsiees (mam rWouteuMng; XX or OXXO configufatlons) 4 d. Therma•TN Flber-Classic and Smooth -Star Nominal 8"39,0 Syurckimpect&quot Ops rue 1213ir2= Yes Yes Yes WA Composite Edge Fiberglass Single Door (InsniirgirOu simng; Xconfiguration) 5 e. Therma-Tru Fiber -Classic and Etn thStar Nominal S'0 &quoklmpa.Mquot Opaque I Zr31 r1O22 Yes Yra Yee WA Composite Edge Fbnerglass, Single Door with Shdelke(s) QrMwino/Outswing; XO, OX or OXO configurations) 6 f. Therma•Tw Fiber -Classic and SmoathStar Nominal S8#39,,0 "lmpact&quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With or without Sidelites (IrmwinSIOut'ewing; XX or OXXO configurations) T g. Tharma-TN Fiber-Classle and SmoamSthr Nominal S&M,& 116quetimpe2&quot Glazed 12131 r2= Yes Yea Yea WA Composite Edge Fiberglass Single Door (I nswirig/Outswirg; Xconfiguration) 8 h. Thera -TN Fi bar-Claasiaand Smooth -Star Nominal e&M,8 &quaitImpaot&quot Glazed 12131=22 Yes Yes Yes WA Composite Edge Fiberglass Single Dow with Sidelke(s) QnsvAnglOutsaing; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88#388 8qulot;lmpact&gvot Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Dal ble Door vAth or Wthout SvlNltes (Insindrg/Oultemnig; XX or OXXO configurations) 10 J. Therms-Tru Fiber -Cheek and Smooth -Star Nominal 8Wl3a0 &qucr;impact&quot Glazed 1 W312022 Yes Yea Yes WA Composite Edge Fiberglass Single Door (InsWasilOurts.ing; X configuration) 11 k Therm -TN Fiber -Classic end SngolhSler Nominal 8&#3Q;D Squotimpoct&qu K Gazed 12r3112022 Yea Yes Yes WA Composite Edge Fiberglass Single Door with Sdelke(s) OrswinglOutswing: XO, OX or OXO configurations) 12 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8'0 Squwklmpad&quot, Gazed I=1=22 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelitee (Ininni g/Outswtng; XX or =0 configurations) 13 rrl. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#99,6 8quct;1rnp2d&qu0, Opaque I V312022 Yes Yes Yes WA Composite Edge Fitheglean Single Door with SquotNon-Impact&quot Sidelite(s) (IneNAnglCutswing; XO, OX or OXO c rri guratidts) 14 n. ThMma-TN Fbeir-Claesic and Smooth -Star Nominal 66,#S9;S &quetlmpact6.quat Opaque 1213 1= Yes Yes Yes WA Composite Edge Fiberglass Ooutin Door Wth &quokNiorn-Impad&quotSidelites (InswingtOutswirg; OXXO configuration) 15 a. Therma•Tru f9ber•Classic. and Smoodi-Star Nomina188 39;0 &quotlmpact8quot Opaque 12731t2t122 Yea Y� Yes WA CamposiM Edge Fibeglaes Single Door with &qucl;Non-lrrp"quat Sidelite(s) Qnsw ing/Outswing; XO, OX or OXO configurations) 18 p. Therma-TN Rber-Classic and Smanc tiStar Nominal &&MD &quotimpect&quot Opaque I?J312022 Yes Yea Yes NIA Composite Edge Fiberglass Double Dow Witt l quotNon-Irrpad8quot; Shall art (I nailng/OutsW ng; OXXO configuration) 17 q. Thmnm-TN Furor-Ctassic and Smooth -Star Nominal S&#'.,9;8 &qud;Non-lmpsd&qud; Opaque 12f31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswirg/Outinnmg; Xgvrifguration) 18 r. Thera -TN Fiber -Classic, and Smooth -Star Nominal 9&# :e SqugtNon-ImpaclAquct, Opaque 12131T2022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sldelte(s) (InoWnglOurts Ing; XO, OX or OXO configurations) 19 s. Therma-TN Fier -Classic and Smooth -Star Nominal &&#3g;S "Non-Impac*uot Opaque 12f31f2D22 Yea Yes No WA Composite Edge Fiberglass Double Door With or yathout Sidaliles (IrwMg1Outwnng; XX or OXXO can5gurallons) 20 I. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &qurat:Non-Implecdquor; Opaque 12tSlrMn Yes Yes No WA Composts Edge Fiberglass Single Door (Inswing/Out-ing; X configuration) 21 u. Therms -TN Fiber -Classic and Smooth -Star Nominal 841til &quotNon-Impect&quot Opaque 121312(122 Yea Yea No WA Composite Edge Feerglam Single Door with Sideike(s) 0nswiny0utswinp; XO, OX or OXO co nRaura [[mall 22 v. Tharrra-Tru Fiber -Classic -and Smooth -Star Nominal 8&#'M:O &quokNm-Impad&quot, Opaque 12Y312M Yes Yea No WA Compoane Edge Fiberglass Double Door with or wMhout Sideltes One ingifOutaaning: X(or OXXO configurations) 23 w Thermo-Tru Fiber -Classic and.SrnioodrSter Nominal 8&#OSS &quokfJorl-Impad&quoit Gazed 12J31/2L722 Yes Yes No NIA Composite Edge Fiberglass Single Door gnawirglOulswvg; Xcalfigurstion) 24 x. Therma-Tru Fiber -Classic and SawthStar Nominal $WW.8 &quotNofn-Impact&quot Glazed 12J312022 Yes Yea NO WA Camposita Edge Fiberglass Single Door with Sldeika(e) [1nsvA n9ghAvAng; XO, OX or OXO confgumilons) 25 y-Therm-Ton Fiber -Classic and Smcolh•Ster Nominal SM31iIl quallon- InpactIlquot Glazed 121312022 Yes Yes No WA Composite Edge R berglass Double Door W th or without SMelites (Irsnvhig/Ouiaining; XX a OXXO configurations) 26 r.Thermo -Tru Fiber -Classic and Smooth -Sher Nominal 89039;0&quotNen. Impact&quat,, Glazed 12G12022 Yes Yes No WA Composite Edge Fiberglass Single Door 6nswng/Outswig; X configuration) 27 za. Theme -TN Floor-Clasaic and SrmvthStar Nominal S8d1S8;0 &quotNar, Mpeat&quot Glazed 12131=22 Yes Yes No NIA Composite Edge Fi bergtess Single Door wth Srdelte(s) (Inawirgl0utawirg; XO, OX a OXO configurations) 28 A. Therra-Tru Fier -Classic and Smooth -Star Nominal Sill 8quotNon, Impact&quirt; Glazed 12P31= Yes Yes No WA Composite Edge Fiberglass Double Door Win or witihouA Sid"Htas Oran ingtOuta%ring;)O(or 0)0X0 configurations) M= vesS(Qn Re'Aslan 2020 MI Windows and Doan Ctegay: Exterior Dons "Category; SHdng Exterior Door Assemblies Compliance Method; EYaMatm Room from a Florida Registered Archted era Licensed Florida Protasscnt Engineer aea4 protluct Mad. Manhrg sir irema I SERIES {20ALUMINUM SGD 2 SERIES 420ALUMINUM 9312 3 SERIES 420ALUMINUM SGO REINFORCED 4 SERIES 420 ALUMINUM SGO REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED Florida Deportment of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Enhor Sent Stringer Luis Roberto Lines 4 717) 385-3306 PE62514 tnillngarilimhsd.com Product Diagnostic SERIES 42C ALUMINUM SGDOXO 145-34&qudp80&quo; NON -REINFORCED SERIES 420 ALUMINUM SGD OX XO, XX 96&qugt;x80&quuar NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3148q u of x9i ld q u d ; SERIES 420 ALUMINUM SOD REINFORCED OX. XO. XX 98&quaa96" SERIES 420 ALUMINUM 8GD REINFORCED XXX 143agiudt:XSS&qu t. Pagel aft IFM21 Oise char Ore Pend ma fte YandffitlIh1hilidehid AWKWM RAC Amroyal lA.-M Seven M. Un h, PE 10A1eQ020 1D962020 tan812020 12n5m20 Apprwetl 171T) 31 T-8454 QuttV Assurance Catract Elaolydlarh Ora 12+312024 Amrovedl"Use in HVHZ No Amrored tar Use Outsidetlashin Yes Imp= al No Dearest Ismseurs NIA 124112024 Me Yes No NIA 123112024 No Y. No NIA 12012024 No Yes N0 WA 12131112024 No Yes No WA Florida Department of Business & Professional Regulation P.WI d2 Building Codes and Standards 11a2021 Product Approval Application Delall QI11 EEdw or e .fil� ro te BWAM a" MM lion MagWaaturar contact rib - & License Ytlded sir yg(gg� d ro FQC Amval Bpgrowd Re41W 2020 Wayne-D.lm,a dWaon as Oveh..d Door Dwayne K-ish John E. Sgies JelfreyP. Arneson, P.E. 1W1212D20 09292g20 1023/2020 12M52020 Apprwd Corporation (330)78"121 PE51737 (904)821-5200 CateQay: Es1Mw Doom diomishillwayne-dalton.0 aubCal.gery: Sectional Extenor D-A-bales an Compliance Method: Eealu dim Report from a Florida ReglsteredAldthet or a Ucensed Hoods FL#BZ4940 Professional Engineer Products INA prodctt Model. MAMeror Mama Product Descnodm Comract Extlrtlm Arsonared far Un AmrmiedfeUse ate In NYHE oWade HVHZ Issumet Dishn 13H�ICi 3 8DW/8100112w#1105 9&;159; Mee W. 145a39; Mix height. Glazing 12/3lrM3 No Yes Yes -31.001-35.00 Available in too or Intermediate station. 10 SODMI00`120001123 111MR: Max 1010, 146M, Max hoot. Glazing 12131=3 No Yes Yes +3Qo0A33.50 Available In top or Intermediate section. 11 800016100420001124 16411139' Mix Will. 14609: Max height. Gazing 12/312023 No Yes Yes 34.40/-38.30 evadable In top or hieenediete Aedion. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppr1 oft 1Ia4021 !�gft - J.mh ar - _ - -per . 2a Dte Aeidlrha "I mm V.F. D Manufacturer QMM Endneer A License "ah""d nv pt m FIIC Arovai 80J>@� at9{Yi Reviabn 2020 Curries Division otAADO. Im. Tan Really UL LLC Tray alshop. P.E. validated i2i612020 12212020 Apprwad Ca4OWy: Extodor owe i041) 494.2813 i,954) 94T-OWO "CaNOW.• ExtOw Door Components tan.rtteygaseeehlry.ca Ccensillinta MMhoh Cartmceto t Maas o' Using r^ PIMr337.ae Araduata -.. - - Quality Assurance Acerowdf"Use Mpoved far Up Imeact portion IMA Prmuatll M.M,nbar w Namur L�J„p) g IDS outdo, NVN2 Ea>it� Fryeg&y, 1 ta3T, TOT, T27, T47, 75T. 777, and 84T Single and Pais d Flush, Glued. and Lnuvmed snub and pairs or 12ol2023 Yes Yes Yes WA Doors )hollow metal coos. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 2 1 S=l Code &tb or Dal. Data Cato Pondm OYa jYge Version Manufacturer carded Eaaenear & Ucmee Violated Ell psi Vda" ILUU FBc Amraral 8gp@rind $iffiu R"glon 2020 Ml Windows and Dram Brant SlBings- Amoican Architecture, Sown M. Urich. PE 11/172020 11f17i2020 1IRV2020 Applared CYeeory: Windows tT17)365-3300 Manufictrers Assodebon IT17017-8454 EuhCtteory: Snore Hung haarngerrymwd.can Compllsnca Mr hod: Certlodon Mult a Using R.+hw Assurance,� AmmwdrQUae amid, D." JEW at.L do Number or, Name Contract QViallm ore In HVHZ tiff pressure2 Ill S1l 52x72 FirPringe Frame IG1SG Sngle Hung i01062023 No Yea No +60J60 Laminated Gle.s .fie W � O OCJL O •� U 25 Q/ O 2 ♦V CD CD T� V O CL3 fin O C O Q O ^^++ W O O LL O .N L "0 0 -//-� O .a W CL Q Z Z W J too all- � a o CL. eJ 06 M C O CV r cc �- .on d0in a.. in d Q Y Gas 3 c °A rsi O � 3 a0 y d J2 w :a, Gi d O C � N Q.O O V a_ w Z CIO Co CU O L CL O Q U O L W U CC o0 O LCU W Q W z J Z a J a SHEET NO. PA 1.0. _ter- n m lie � r _ r ..._ .. . r _ I I t II 1 ,. � I I 1 s111R r 'Pqa� I• UI u q I Florida Department of Business & Professional Regulation P.D.6 a9 Florida Department of Business & Professional Regulation Pace, ai Florida Department of Business & Professional Regulation Poet di Building Codes and Standards 1/252D22 Building Codes and Standards 16=1 Building Codes and Standards Product Approval Icatlon Detail APP APPI Product Approval Application Detail Product Approval Application Detail SeM. e EOtMor Qi0i9. hilts Date Pending- - iM Version Manufactured gonrad Eno [near AL License Validated By Validated Submitted FBC Approval Approved Status Quit Enfitv or 21111E 21 Dab Pr dA t ads 5.494 Indent or =t 2" Dag Pauaro I&& Revision 2020. Ther-Tiu Corporation Store Jaaperwn Lyndon F. Schmidt P. E Ryan J. King, P.E. t0A7/2021 09/1812021 10/13J2021 12/1512021 Approval lkg Version Manufacturer Cooled smhwra Ucwmt ValNhteaM Validated ?mod F&C Aearoval Approved Am& 'DIM yyUpp Iffiencifechmer Contact Endrual Larwe uddlw& y1final9M fularroffload FBCA-NM dgggy)g Baum Category: Exterior Doors (8DO) 843-7828 PE43400 (813) 767.8555 Affirmation 2020 PGTlnduWiw Jene Row-c-eN Mlamt-Oede BCCo-CER Ml nol-D der BCCO- VAL I V0012D20 1 tA5/2020 11/11t2020 Ppprwod Revision 2020 MI Wndays and Doss Brem8binger AJnedoin AJUlecturat Steven M. Uich. PE 1006/2020 10KIW202a IOJISW70 Approved subCatliSWningExterior Door Assemblies aJasperoonCthermatru.co Cet.pay:Wodava (941)485.0100 (780)315-25" C81epay:U9ldpwe 1717)30.3300 ManufacturersAsuaebon (717)317.6454 Compllan" Method; EYalusitpn Reportfrom a on BACCaecory: Site. Hung lrosas+NQ!I Ilduavlva.c Subcategory' Horizontal Silder tlslaingerQmled xtrn Florida Registered Architect or a Licensed Florida Compliance Ndhod: Cwglcsam Mork or Listing or Ca ills noo Method: Certification Murk a Ustllg 1-g7 Professional Engineer FtaNr7B4G&NProdncte:: { .. : - Productr, Q MMU62WMn Ix1 Aaarowd term Use ®gon5erd for Uus Imixed 20M goat Product Modd. N mbr or Name mW1tif Al- $gduct„litshidMlon Dammed - rdlon Daze Agprgllredfwm ilm Araveefvrhe gppa, Domain in HVHZ O%AddBHVMZ ReMestl larwoure $ralE Prpdttct Mudd. Nnrmr ,"a- Quality Aussurience agaKL202sam Utilized Exclinificen Anxlrowdiw Us. Amend for the tt DA, In KVKZ gym � assistant Domm larm- as A Product Model.. Number or Name Product Deserlpdon Contract Expiration Date in HVRZ Outside HVNZ Resistant Pressure 2 RH55W iij. lassie. knpod) Vrry1 ehgle Hung Wind- 07/3012025 Yes Yes Yes NIA 1 HS 186 Pin and Merge Frerne 73x821nsuhGd doss OVi8nO24 No. Yea No -55155 1 a. Thermo -Tor Fiber -Classic and Smooth -Star Nominal 681M98 aquot;Non-Impact&quot Opaque 12Y3112022 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/Outming; X-configuration) 2 b. Themla-Tru Mber-Clmsk and Smooth -Star Nominal SW9,8 8quotNon-lrrpaa&quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Dow with Sddi41(s) O nsv4nglOuteNing; XO, OX or OXO m,figutatians) 3 e. Tharma Tru FlibeeZiassleand Smooth -Star Nominal 687139;88quotNon-Impadiquok Opaque 12r31/2022 No Yes No Wfl Fibeghuss Composite Edge Double Door with a without S;delites.(IrairinglOutswrip; XXor OXXO configurations) 4 d Therms-Tru Fiber-Ciassb and Smooth -Star Nominal 7$113al)aquo0on-Impact8quot Opaque 12Y3112022 No Yes No WA Composite Edge Fiberglass Single Dow (Inpwing/Ouhv4ng; X configuration) 5 aTherma-Tru Rber-Classb and Smooth -Star Nominal 7&*WO aquctNon-Inpad&quot Opaque 12131/20M No Yes No WA Composite Edge Fiberglass Single Door with Sitldbs(s) Onsw'nWrOuSie ng; XO, OX or OXO c rifguratons) 6 I. Thence-Tru Fber-CMsec and Smooth -Star Nominal 8'0 &quotNon-Impad&quM Opaque 12/3112022 No Yes No NIA Florida Department of Business & Professional Regulation page 1 of Florida Department of Business & Professional Regulation Peg.1 ai Composite Edge Fiberglass Single Derr Building Codes and Standards I1J MI alibiing Codes and Standards 15=1 (IrevanglOutsvi g; Xconfiguration) 7 g, Thermo-Tru Fibec-Classic. and Smooth -Slav Nomi al 8&#38:0 &quotNoo4mpodlsqu9k Opaque 1241r= Flo Yes No MIA Composite Edge Fiberglass Single Door wih Product Approval APPIlcatkMt Detail Product Approval Application Detail Sidelite(s) OnswinglOutaw rig; XO, OX a OXO configurations)- 8 h. Themla-Tru Fiber-Claeaie and Smrroth-Star, Nominal 88#39;0 &qum;Hoo-lmpad8quck Opaque 12692022 No Yes No NIA Composite Edge Fiberglass Double. Dow Wth or So& f Batt ➢" Made paadha JIM 29911 F.NfhAL Bltt all, tee Pmrd- y" v46hout 9delltes (InwAnS1Ou1sMr g; XX or OXXO V-- MantifecSgLi Coined &wiener&License Vdldredbe Vdrddad FBC Average! 8gg)grial i Version Centel. Endneer&amuse Vafiddod Or FBC Aoe-W Asiver configurations) lka! iA IYla y; - 9 LTherma-Tru FfberClassicard Smooth -Star Nmrhad 6&#1398&qucrtNon-ImPa0&quot Glazed 12131=2 No Yes NO NIA Affirmation 2020 PGT Industries Jane Rcou-sid te.m-Oede OCCO-CER 141u1t-Dade eCCO-VAL IlMr2020 1110srA20 11111IM20 Approed Ra iaon 2020 Ml Wrdwn and Dons 9roni Stanger Luis R Lomas, PE Stem Munch. PE loma+2020 4"W020 1011902020 12M521120 Approved Composite Edge Fiberglass Single Door Gt.Uw wrtd a (941)4W0190 (786) 315-2590 Category: Windo. z (717) 365.3300 PE-B2514 (717)317-8464 (Imwing/Outiewirq; Xwnfguestion) 1i.W t gery: Fined lroadvsklggpgtlntlusoleac subcategory: We., lNitiingeramNM.eom 10 1 Therma-Tru Flber.Classle and Smooth -Star Nominal B'8 &quotNon-Ilnpactliquot Glazed imir 022 No Yes No NIA Corellarea Method: Cmtllearon Mark or lJ.Bn 9 om lice Method Evagt Licens tom a Composite Edge Fiberglass, Single Door Ann - Floridaoft a Registered Architect a a Licensed Florida ore Siaellte(a) (Ina olngrOutswlng; XO, OX a OXO - Prafeiaiond Engineer configurations) 11 Is. Thermo Tru Fber-Classic and Smoothstar Nominal 8&#W:8&quotNon-Impact&gwt Glared 12WQ022 No Yes No NIA gam, A,- Atmer-dray use ppp(gieutfgya lareed gogm Composite Edge Fiberglass Double Dow With or atilt Prod+ce Yadet Nssnhr Istroduct Comorritstion In HVHZ Outside, HVHZ i isre swel - Winout Sidelftest (Inawlrg/Outewing; XXor OXXO 5 PVJ-752a elarger MhsiM Impedj %Aryl Fked Window 04MJ2025 Yes Yes Yea NIA Aperorerll use Assro+nd marUe Waited goo= configurations) ama hmu uModel. limber ar same Contract Ewodlnn Ode In.(� g Resistant 1 12 I. Therma-Tru Fiber -Classic and Sm outh-S ar Nonnal 7&039;0 &quotNon-I mpad8qucC Glazed 12131Q= No- Yes No NIA 2 5784 Vertical Alumnum Mulir 12PJ1202A No. Yes Yes WA Canpoeile Edge Fiberglass Single Door OnawingtOutswirg; Xconfiguraaon) 13 to Tlwrme-Tru Fibar.Olassic and Smooth -Star Nemsn.l7&#31);0&quctNon-ImPact&quak Glazed 12131I= No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) OnswrgfOutswing; XO, OX a OXO configurations) 14 M. Therma-TN Flbr-CMsslc and Smooth -Shur Nominal 81039;0 &qutltN0NImpad&quo1; Glazed 12111/2022 No Yes NO NIA Composite. Edge Fiberglass Single Door (InatMnglOurswoing; X rnmiguration) 15 o. Thema-Tru Fiber-Clowic and Snngth-Star Nominal 8RY308quotNon-ImPecrAquot; Glazed 12/31I2022 No Yes No NIA Composite Edge Fiberglass Single Door v4th SidelRe(s) (I riswirglOutswing; XO, OXorOXO configurations) Florida Department of Business & Professional Regulation Pegs I pit Florida DepaPonent of Business & Professional Regulation Poe 2 ar2 10 p. TherrtwTru Fiber.Ch4alc and Smooth -Star Nominal B&M;O &quotNWmpact&quoo Glazed 1211410022 N. Yes No NIA Building Codes and Standards 1a12D21 Building Codes and Standards 101972031 Compoehe Edge Fiberglass Double Dow wen or velnwut Sideli nit (Inme i gfOutswing; XX or OXXO configgrationsl Product Approval Application Detail Product Approval Apptication Detail 17 q. ThenrsTru Fiber -Classic and Smooth -Star Nominal 8&M;B 41,quotNon-Impact8quot, Opaque lwit2022 No Yes No NIA Compost a Edge Fiberglass Singlee Door wth Tnnsom Inawr sWn ; OIXcons uration _. -- - _ - .. 18 L Therma-Tru Fiber-Clsssb and Smooth -Scar NomhW B&M:8 &quotNon-fmpactilquot Opaque 12131=22 No Yes No NIA � Enm w _. Ddat � i ga $s4Y4 �Ilr.4t a!t! alit ala.em,aln Boot Composite Edge F s Single Door With bmm 14➢g 3(a51gn Matedacturr 1aQ� Endmera tMMee ( ygggepi( FBCAmmlyd &0� .Ilia! Manufacturer Sri [vta.merilnrrme. VdWaetl Bu f amw FBC Amorous dagt3lSsell tllAtsa, Sdelite(e) and Tnmom (Inswing/Outswdng; O/X0, (1 Q'OX or OfOXO cennguntkm) RSMslan 2020 Jocose; Handle &ilking:Product% Ina Chad 014rcks V. Andrew Ton John Southard, RE. 0IMSM21 IN 2020 01100021 dog PSC Appr- R.14V' 2020 Md. Nick Thompson Lyndon F. achmkt, P.E Ryan J. Kkig, P.E. 021152021 02n5=21 02222021 pMY2021 Approsed 19 a Therma-Tru Fiber -Classic and Smooth -Star Nominal BW03 ,8 Rquot;Ngn-Impatl&quat; Opaque 12131/2022 No Yes No NIA Category: Paned Walls (909) 54 -8359 PE-01802 (352) 367-2520 cotpay: Pans Welk 1330) 922-2389 Pr.434a9 1813) 707-8555 Composite Edge Fiberglass Single Door with &16Catpory: acting chadAls ck.0-tiahmd StbcalegorY: soffit. othanptu nillialdde.co t adelie(s) lln mnglrOulsWing:. XO. OX or OXO Compliance Method E uaem Repot torn a ti coon Compliance Mdhed: Ewluation Report from 2 Continuous Head and Sill conflguratlens) Floods Regulative Armaedt we Licensed Flods Florida RisistendArcheed are U-sed Flodde 20 t Teerma-Tru Fiber-0wele and Smooth -Star Nominal 88039,0 &tquotKon.Impso&quot Opaque 12131/2022 No Yes No MIA Process nnel Engineer Professional Engineer Composite Edge Fiberglass Singpl�e Dow vrth Sdel%(s) OmMilptOulowing; Xo, OX or OXIO FL3131924010rc dada- Continuousbeadand. Sill configurations) 21 u. Themm-Tru Fiber-CMasb and Smodh-Star Nomimf6&A98,88quot;Nan4mlwct&quot Glazed 12131/2022 No Yes No WA Model. Quality AsrBtfefee Aomowdfouee Approved for Iles Impact Design was Asaassw Aoorasadfo Use Aooravedfa Use Composite Edge Fiberglass Single Doerr edam Ita8 Product Number K Mara Product DescrictioCatrrt lmtWan Doe In HVHZ Resistant 1Nswu. stop Product Mow. Number or Wore Product Description contract aspiration 09, in HVHZ ordd le HVN2 aeddrt P-. 9dellia(s) OnsWnghouls+nrrp; XO, OX a OXO 1 Cemplenk Lip Siding ibex -cement lap airing IM12023 Yes Yea NIA WA 1 a, Aqua3178duct Sota Ventw9dld Vinyl Sofa 12131=23 No Yes Me WA Continuous Head and Sill configurations) 2 H-N.Pknk Lap ading lb"ti nent I.P akatg 121i112023 Yes Yea NIA WA 2 b. AqudXlmice T4Aqud: Solon Vent or Sold V" Stile 128112023 No Yes No WA 22 v. Themes-Tru FloerClessiaand Smooth -Spar Nominal S M;0&gLK0on-lmpacSquot Glazed 1213112022 No Yes No WA 3 a squat:OrembrI r Vintage Beaded3939: Sotto Vmtor Shcd Vinyl Sda 12r312023 No Yes No WA Composite Edge Fiberglass Single Dow with 4 d &qud:088qu Vmtw Shcd VYryi£ds No Yes No WA adMte(S) (InswingrOutenea g, XO, OX a OXO 5 LqudKYp t.r O.Utf Oak&qud;!>oIDt I2r312023 Vmtw Sdid Vimf Sera 121312023 No Yea No WA 23 wTherme-Tru Fiber -Classic and Smooth -Star Continuous Head and Sill configurations) Nominal 8'8&gsrotNon-Impad&quot Opaque 1213//2022 No Yes No WA 8 1. tdqud:sltper3pen&quot SofSt S VeMwadid Vrtyl Sant 121312023 No Yen No WA Composite Edge Fiberglass Door Patrols with Vented Sidelite(W OnswinglOutaw•irng; XK XXX or XXXX rcnflpuntions) 24 x ThemM-Tru Fiber -Classic and Snwcth-Star Nominal BMW Squot.Non-Impad&quat Opaque 12131/2022 No Yes NO WA Composite Edge Fiberglass Door Panels with Vented Sdelte(s) OnsW nglOutawhg; X( W or)OW o rnfiigunSons) 25 y. ThemMTm Fixr-Classleand Smooth -Star Nominal 6J1gl39;88gtctNon-Impad" Glazed 12131/2= No Yea No NIA Composite Edge Fiberglass Door Panels Wan Vented. .cm Rmistbn 2020 MI Wndows and Doors Category: Whdolrs "Catapo7. Fixed Caurplimrs Method Certification Mark or Listing f *ISU9.af4Aa&Mts eat4M hotluct NosM.Nmhr aNWM is$ PW SAW ]I= Yew Manufacturer Affonstbn 2D20 PGT Industries caapwi. Widows auacaawrr: Memnon. CWMII raMethotl: CWWmtm Mad N 1-Whg FUMNA }.rtodacu 1te4Y Product Model. Number cor Nam i Millions for All Donne and Windows Florida Department of Business & Professional Regulation Pepsi art Building Codes and Standards 1115=1 Product Approval Application Detall tip - 20 art DataPeclgg a)tt Contact Socialist i UnrueyaMdod By yyjdde,q Submitted FBCAmroed ApprovedFla, Jan. Rosesda Man40ade BCCO-CER Mlon*nade SOCO-VAL IIR52020 11R52020 11n12020 Apwa+sd (941)48&0100 (780) 315-2590 Imodesld@pgdrdusuleac om Quetta A,- AccaanedfaaY AusranM fa use Ionia 219M Product Description Contest dtlmtlon Date In HVHZ Outside, liVttA assistant Aluminum Mluwom a52llms Yaa Yes Yea WA Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.D.1 a2 Iffli uim_ 9 _ - 'Ma i1dtiL.W LIMA LIMA Data Pmdtn edit[ MW VyWon. Manufacturer contact 91dn1•rd Ueem. VdlrMted Set yyiW(ed wed FBC Amy@yy A&MV0Q 3ton RoMalon 2020 GAF Mleheel smell Robert N immin John W. Knezetm, PE 0926/2020 0WIrA20 101=020 12MGM20 Approved Calepory: Rostra (4410)701 PE-58166 (054) 772-5224 BubCdegorY: Asphat Shingles mthehDKar.cem Ca nuance Method: EWudim Rapat it=e Flora ReglsteradArchbot ova Licensed Florida Professional Engineer Amrl U.a AlOutsi de f� I� !� Mega Product Modd. Number a Name Conrad a llttt�t Pressure 1 GAF AsphMt Roof Shingles Ftxklilass nMfornd Slob, Isminaed, 5-sh anti 12/162022 Pie Yes WA WA hip4idge asphalt mingles 28 27 z. Thernea Tru Fe2erClassic and SnroothStar as, Therniat-Tru Fiber-Classio and Smooth -Star Sdelte(s) 0nsv4ngtOuteweip; X)( )= or )OW configurations)Btildin Nominal 8&#�:0 &gook Non-Impad&quot Glued Composite Edge Fdoerglsfis Door Panels With Vented SdSIWQ) 0moMn9tOufs%ft. X24 XXXorXXXX oonfgunatians) Nominal SM39;88quctNan-Impectaquot Glazed. 1213712072 12i3112022 No No Yes Yes No No WA WA Florida Department of Business & Professional Regulation Poplar g Codas and Standards 1 2i Product Approval Application Detail Florida Department of Business & Professional Regulation Page I al Building Codes and Standards +aram2l g ProductApproval Application Detail Florida Department of Business & Professional Regulation Build) Codes and Standards � Product Approval Application Detail Poe 101 uer�21 Dom Edge Fiberglass; Single Dow with 38ri1390 Paste � g 9 Sdalke(s) linsudnyCutavrirg; XO. OX a OXO- oahflguratlone) 226 Entlly or 20 211111 taro Perrdtw affi! £m! than, a art =A I Bffi! 92A entity N am W Date pmdwa alit 28 zb. Thwme-Tru Fiber -Classic and Smooth -Star Nominal W32;8&gtlotNon.Impad&quot Glued 12131/2022 No Yea No WA jkpa vemplan 71armilaountr contact EndnerAUmonse Ydlmlam Valludded Submitted FSG Antietam! Amumved ],ygt yollgp Mmuhaturar Cooled Endruri License yggpesel IN yeBom MAMW FaC Amroval dpgayAg awn ,Tygyiewon Manufacturer Contact &steam•Wwme Validated av Volldtll ■ FOC Aeerovel r,Ay d ai_eatm CompodN Edge Fiberglaae Double Door whh FZ514M n 2020 TAMKO Sulding Products LLC KarnEdo Rebdt Nieminen John W. Knoceahh, PE 1010412020 09,2911029 10/T2J2020 12n52020 Appaed R.IAOW 2020 L.V Tbampsdl, Inc. tip Thompson Architectural Tony Chndman Zoo" R. Priest Strom M. (kith. PE 09M 7/2020 09/1612020 09222020 12/152020 Apprpad R.udon 2020 Flood&MoNProducts Inc. Clark Jones James L. Bucker. P.E.® Steven M. Uneh. PE o9urrA20 g9rZ2020 100W O20 12n62020 Approved3&#36S)$ideites(Inswin9dOutswrig; OXXO category: Facing 1417)824-08H PE-59166 (954)772.8224 MGM% Convoy(TAMCOi 4813)24a.34M PB74021 (717)317-804 CstegW.. Roving3-040 (904)7&0 CRUCK Engineering fTI7)317.6454 29 za Thvrm o-Tru Fiber -Classic and Smooth -Star configuration) Nominal O&MO 8qud;Non-Impapl&quot Glazed 1213112= No Yet No WA t1lbCalepo7 UMMaymeMa ton edan®Imao.rxxn Category: Rooting tolyelprrmleMhaoM9tcomm llbcae gory: Rooting Accsae«ia that ore m ark 1Derxo.eom PE-31242 Composite Edge Fiberglass Single Door wall 3A#3$0 Compliane Monett E iueOo. Report tom a "Category: Roofing Aeleesamles that are on Integral Pan efine floodingaydam &"ts($) Onsvengloutswng; XO, OX or OXO Ronda Registered Architect w a uomsed Florida Integral Pam More Rooen9 System CompllrceMdhtrd: Ewludim Repot from e owifigurations} Pwfeeamnd Engineer Compiler. Me trod; Eoski don Report Prom a :locks Registered Architect or a Licensed Florida Fonda Registeled Armnect a a Looked Floods professional Eo#nar 30 zd. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39:08quotNon-Impad&quct; Glazed Composite Edge Fiberglass Double Dow with 12/31=22 No Yes No NIA FUtil2l is Praduda -. proreaebne Engineer 39939;0 Sidelftes (IraminglOutoMrig; OXXO Assurance fw Use : fignaLALMZMU 31 ze.Thismh-Tru Fiber-Oassicand Smooth -Star configumton) Nominal 7&C39;0&quMNon-Impaaiquot;.Shaker 12131=22 No Yes No NIA AMA PmvduetMatd.NmbroNamaProduct Quetta lQwm land Demmiction contrast EmYalmOde 1,HVNZ Outride HIM gem Pronoun, _ Quality Assuralue ADgraiRdfruee Approved for Use jmagrt 211111111 a9ak Prartuet .a.LNemrwwmt baler ASMrance Amroyed for use Akgroved fa Use ALH)lt+E LI)WIW,ttlQ7i g Series Composite Edge Glazed Fiberglass Single Door with w without 19#39;2 Sdeligi Qna,u ngfOutewi g; K OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1512022 FLf5259•R31 Coda �� M 20 M 20 Status gI Version Manufacturer Canto Lk Eagtneer& Validated By ValidatedSubmitted P . A2proved Approved Revision 2020 POLYGLASS USA Maury,Alperk License John W. 1012W020 10l22/2020 FBC 12115a020 Category: Roofing S954293133OSmalperb@polyglass.com Robert Nieminen Kne2svich, PE ARI?MY9 Subcategory: PE-59168 (954) 772-6224 11/01/202D Underla ments Y Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FL1a6X"31 Engineer Products oualay AOOrOyad Tor Use 1131= Oselan 8040 Product Mig", Number or Nsrse Product Description 1 O�ida N� Resistant Pressure 1 Polydass Roof Undeihlyments Rooing urderlayments 10/2112022 No Yes NIA 4WAI-M.5 1 Polydass Roof UndeHayments(HVHZ) Polygass roof undeMayments for use In FBCIW2W= Yes No WA WA HVHZ )udadlceoris. 2 Polydass ROW Undeltayments(non-HVH,Z) Poyglaw roof urdendyments, MX use n 12/2a12023 No Yes WA +WA1-GU.5 FBC non-HVHZ jurisdictions, 1 Polydass Roof Undeltayments (HVHZ) Poyglass roof undena(yments for use In FBC7212312023 Yes No WA WA HVHZ judedbtons. 2 Polydass Roof Underla ments (ndn-HVit l Pgrygfass roof undenayments, for use in 12f23l2023 No Yes WA +WA/-822.5 FBC non-HVHZ jurisdictions. 1 Poly(ass Roof Undedamrlents (HVHZ) Polydass rod underlaymerasfor use In FBC1212WW Yes No WA WA HVtiZ jurisdipeons. 2 Polydass Roof Underlayments (non-HVHZ) Poyglass roof underlayments,iw use n 12/23/2023 No Yes WA +WAI-MB FBC non-HVHZ jurisdictions. 1 Polydass Roof Underlayrnents (HVHZ) Poyglass roof undedayments for use in FBC1272312t523 Yes No WA WA HVHZ jurisdidiwo: 2 Polydass Roof Undedayments (non-HVKZli Poyglass roof underlayments, for use in 121I312023 No Yes WA +WA1-822,5 FSC no"VetZ jurisdictions. Florida Department of Business & Professional Regulation Sullding Codes and Standards Product Approval Application Detall Pipe t a2 10R2021 1 TAMKO Rod Underlaymmis (HVf2) RaMundesaymnU era useh F8C tNHi 06MO23 Yes NO N/A WA IuIx9Ufms. 2 TAMKO Rod Undedhi)10 ins (NON-14VI-12) Radurldedaymeols for use In FBC nan-HVK 062BR023 No Yes NIA WA hersdalaes. Se4€ 1 2 3 4 Prmud Mops,.Nmhrer wnn TAMCO Flat Top Ofl-rtldgo Vont *In Salle far Tit TAMCO Gooseneck Vent TAMCO OfT-Ridge Rod Vol with Bale TAMCO Rand Tap Off -Ridge Von with Baffle far The gg eggM(pg 20 ge. daft roMvenSgta Wm bass 28 pa. 26 ga. static roaveidldw with integrated bathe 28 ga. static roefvadMto with bade crranet r_wrlpn Or. 091mow 08092026 09/0012026 091011121126 Yes No Yes Yes Outside Yes Yes Yes Yes BAWIeo[ N/A NM NIA NIA I�a�r. WA W1152.5 NIA WA 3 3-FLAA I9qud:RV 10 Ridge VervBqud: Aeiminum Rkbe Vella fa pONfedrgob fablcated 12131(M4 No Yes No MIA from 0.025' Aluminum Florida Department of Busini & Professional Regulation P.0. i ai Florida Departrnent of Business & Professional Regulation Palls of Florida Department of Business & Professional Regulation Pager i of I Building Codes and Standards rr1m21 Building Codas and Standards V712121 Building Codes and Standards 1252022 Product Approval Application Detail Product Approval Application DeUII Product Approval ApplicationDetail _ 4re. Qlh` bl!l1L4i .Bin. 1rMt gets Poulton SAal filgLLY.or aMl LIitL LIita.PJI1M0a Btf code EMS or Date Data Dale Pandind Daft Iyag Version [tom 2z= Bwbrar & LJ- VaNddetl err Validated Submitted FBC Anward jyg Vwww Manufacturer context Cementer Uoems Validated av Validated gNbmit,eq FBCAwmM Vim( $epA jyps yg(bjgg jQgpufact(Fg contact Emtitwr&License j/alidrtsd By Validated Submitted FBC Aooroval eppjgyed aglgglg Revision 2020 Lonance Kamm Jolley James L Bucna, P.E. seven M. Udch, PC 111232020 11232020 1IM020 dog FBC Aunt• Revision 2020 8=1 RoeMg Anderson Robe) MJPMO Unit- Ebakisacn Gory W. W.Iksr 11R32020 1110202020 11J062020 Approi ed Revision 2020 Global Protection Products, LLC. Tim Rob nsc n Walter A. Tilt Jr., P.E. John W. Knezerleh, PE 0911DWI ) 09108121T20. I WI 2= 12f1512020 Approved cedagwy: Romng (5D1)983.6163 PE-31242 (717)317-6454 Caftow.. Raising (6013380.6091 Services LLC. (205)854-01GO r%at°WShutters (064)880.7545 PE-44187 (04)7726224 SubCd.ge ry. Routine Accessed. tad ..an gdley@kmenoact ro subcat.9mr. Roarng Tnes RobinAnd.lsoQbwd.o•O 9ubCategory: Storm Panels tim.robinsontligp(NNit.com Integral Pan afthe Roofing Sysnm C4nytllanu Mdhed: Evoludim Report from a m Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report tom a product Evakallon Enter Fbrdia Registered Architect or a. Licensed Florida Florida Registered Architect a a Licensed Florida professional Engineer Professional Engineer - - _ Quality As.srasm Amraved for the AcorowdforUsir knmd 2121M PL113117&Ra:'Products . MNaJt Pradnet Hoed rAmbr a won. EA Line l tD tlS&li 52�ltfNlilCiL 13NAICimI l Qustay Assunnee Approved for Use A �4 tiD proved for Use Ima4aS Approved 1w use Y[Ipi1St I�ul 1D Rsxm -Sake. skte moan sere t as rod Y try . 6p1 6np/ t Pr -13. o Fla doe miter, c 123� No Yas NfA WA S l waduet Modal Number or Name Produdf ONNeriptbn Cprrtrapl E]rniratlon note in HVFIZ Outside HVNZ ReNhNM Preaw PtCB9Uee AW Productlitaskil. 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Cite"; Mrudad Components (253)924.0475 (60e) 839.328a Category: Panel Awi. f407)) 509.200e PE-92514 1717) 317-8454 30Ca1tegary: Truss Pleles awaldsnaml.00m aa5)599,98a0 Subcategory; Engineered Lumber Rd rtA.Id4.@wayeetw subCarapary: 5cffts aplealunnlemn.tibah. compliance asked: Evaluation Repoli from a Cmpllrm Method; Evdudlan Repo from a eusr.com carpllan4e Method: em edo Report trams a.nm Product Ewluatbn EdtNy Product EWvatlon Entity Florida Regletend Architect a a Uearsed Florida FLMhAY,UPrtyYfoh 7.tti Prot_:_ : _ - Praesdmel Engineer awb AARIAM AMOM for use Aooroved for the know Dow - - Ateraved for the Accreted for Un mma 21= am9 Pro" Yodel. 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Number or Name 1 GWaly, Proms) acemmerdel Concme Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall a!t Bate Date Pmdrm a& Pagel a 19=1 Rcben Gills at =.[ A Greenberg John Hoy 12/162020 12/182020 1=22020 onto FBC Asa, (Of 3)OWS707 PE-34245 (352)586-3311 pncedgstere"hoo.wm dnaliy Asarftm l -mod fa use Amrmad fw llsa Imgai gagon Product„( Contract F-mintlon pare In HM amerce HVHZ Resistant p,msture Precast and Prestressed Concrae Untets OWS2024 No Yea NIA WA August 10, 2022 ^W W O fa � O a) C:)- Ca. C O O >` ^^ L.A er fs O 0^' O O O W O U_ N W CD CX ^ Q Z Z W J � V c 0 !V 4a � -O W = s� cEC lg r= N tat 'O m !C C I.L d. N Vl -W fin " CV L C 4 CV N ♦�+ C d CC' � 3 � t5o a1 � as 63 fJ N C vat tZ •� C 441 C3. Cn Cosellessell CL O C O L "allatiallam 0 ICU W Deste O L LU a Z Q J SHEET NO. PA 1.1 W- 1. -- 11 FWda DSparono t of Boons a Ptotedonal tiglrladbn pom i Pr! FloMa. 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Nb +3Mda 4 aaMs INN ErexxnDaM wAirattl Mkarl OMw Dow YOM 811m Panty Fpmd`M DOw(OMalas, 47-IMF.x Otf18aW2 MO Yes No *210u26 spin August 10, 2022 Q� ai O� .� c O C CM to - cn O "0 C 0 O Q N O _ CU L0 _ 0 CU .� -p L a) 0 O Q CU 40 z z w J cn E �J z —C= Ot > i CL O CL L U O s_ N cf) Q F- F— 0 L- cu cu w `t z J z J SHEET NO. PA 1,2. Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012e20 For direct Inks to all SST approvals fisted below, CLICK HERE • For additional information regarding Florida's Statewide Product Approval System and 11411amt-0ede County Notice or Acceptance (NOA), CLICK HERE. MMENNOOMMON FL#235S-R7 Sea # Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#9589-R6 Sell Product Model, Number orName Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD911255, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SOCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22$58, SDCP22912, Strong -Drive SDCP Tim ber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SOHR31400, SOHR31614 Strong -Drive SOHR. Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw SDS255W. SDS25600,SOS258M 8 SDS251128S, SDS2520OSS, SD825212SS, SOS25300SS; SOS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DriveSDWF Floor -to -Floor Screw FUM0007-R8 Sea # Product Model. Num bar or Name Product Descrill 1 ATR318, ATRt/2, ATR518, ATRU4 Threaded Rods 2 ATUDS, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP112-3, BP5/8-2, BP518-3, SPaM, BP3)4-3, BMTU03-4 Bearing Plates 4 CNW3/8, CNW112, CNW3/8, CNW3/4, CNW5/8-1/2, CNW3/4-518 Ccupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device CTUD98,CTUD99 6 N3, W. N5, NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiodown System 13 URS6 V4" Uplift Rod Run Tiedown System FL1R10441-R6 ,,y1 Product Model, MUM bar or Name Product Description 1 DTT2 Hold-down 2 HOC1014, HDC10122 Hold-down 3 HDO8, HHDQ11, HHOO14 Hold-down 4 HOU2, HDU4, HDU5, HOU8, HOU11; HOW Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDSRJ Strap -style hold -dove 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strapstyle purlin anchor 10 PAI18, PAI23, PAI28, PA135 Strap -style purlin anchor 11 STHD10, STHDIDRJ Strap -style hold-down 12 STHD14, STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30W20 For direct Inks to all SST approvals fisted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Matti -Dade County Notice of Acceptance (NOA), ,rfWW W, 2/ LB series hangers Top flange hangers available in width of 1-911Viand heights ranging from 5.3/8" to 15-1/8". 22 LBAZ sense hangers Top flange hangers available in width of 1-9116" and heights ranging from 9.3/16'to 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33-1 /2' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from Vito 32-112' 25 MIT senes hangers Top flange hangers available in widths ranging from 1.9/1 Vito 5- 118" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 343/8" to 7-118". 27 RR Ridge rafter connecbor 28 WP series hangers Top flange hangers available in widths ranging from 1-2/16" to 7- 1/8" and heights ranging 9-114" to 32" FLifk10860-RS Sea # Product Model. Number or Name 1 ABA44, ABA44R, ASA46, ABA46R; ABA86; ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ASU65, ABU66, ABUNR, ABU88, ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z,ABW66RZ, ABW7-7 4 AC4, A04R, ACE4, AC6, ACBR, ACES 5 BC4, BC46, BC4R, BC6, SCSR, BC8, BC52-214, BCS2-3/6 6 C044, C846, CB48, CB88, CBS 7 CBS(244-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBW86-SOS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-9DS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EP644A, EPB44, EPS48, EPB66 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPC6Z 15 MPB44Z, MPSSOZ, MPB88Z 16 P644, PB44R, PB46, PB66, PB66R 17 PBS44A, PBS46, P13SBB 18 PBV6,PBV10 19 PC44-18, PC46-16, PC48-16; PC64-16, PC66-16; EPC44-16; EPC46-18, EPC48-16, EPC84-16, C-PCOS-18 20 PC4Z; PC4R2, PCISZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, Epow, EPCBRZ; EPC8Z EPCBRZ 21 PPB44-4Z; PPB44-8Z 22 RPBZ FL#10966-R5 §A" Product Model. Number a Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410.6, GH410-8: 01-166-6, GH66-8, GH68-6, GH68- 8, GH610.6, CH61M 4 GLB5A, GLB58, GLB5C, GLB50, GLB7A GL87B, GLB7C, GLB7D 5 GLST512, GSLT612, GLBT518, GBLT616, GLBT520, GBLT820 6 HGLBA, HGLBS, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Descration Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.114" to 9.1 t7 and W2 ranging from 3.518" to 7-112" Screwed column caps with WI ranging from 3.1/4" to 0.1/2" and W2 ranging from 3518" to 7-IiT Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Ca p Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plats Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie M20 FBC Approved Products Updated 12rJYMO For direct Inks to all SST approvals fisted below, CLICK HERE Far additional Information regarding Flor Ws Statewide Product Approval System and MaN4)ade County Notice of Acceptance (NON. CLICK HERE. FL#1tf446-R6 IgIff Product Model. Number or Name Product Description 1 A21, A23, A331 A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APVB86, APB66R, API388, APB88R, AP81010, APB1010R, APV544, Outdoor Accents Post Bases APV644R, APVB68; APVB66R, APVEM, APVBBBR, APVB1010, APV81010R 4 APDJT2A. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVOJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, API-8, APT4, APTS, APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH241R. APLH26, APLH2eR, APL11210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJ76Z Concealed Joist Ties 11 DJT14 Deck Jost Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.6T, H8, H10A-2, H10S, H14, HGA10 HUnicane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L$0, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L650, LS70, LSW Skewable, Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ281.2, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewoble Hanger 25 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML2132, ML28Z; ML21OZ Angles 28 MMH8 Roof Tie -Dow n 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rlgld Tie Connectors 34 SFC, STCT, OTC; HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-RS Sea 4! Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, OSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.3713.12, HHRC66 6 HRC1.81, HRC22 7 t.RU26, LRU28, LRU210, LRU212 8 LSU26,LSSU28;LSSU210 9 TBE4,TBE6 10 TC24;TC26.TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81)22, THAI20&22, THAl2.1122, THA1222, THAi322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA2B, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30t2020 For direct Inks to all SET approvals Isted below, CLICK HERE For additional Information regarding Florlda's Statewide Product Approval System and Marra -Dade County Notice of Acceptance MCA), CLICK HERE. FL#10456-R5 Sea # Product Modal Number or Wama Product Description 1 ST, BTS, BTH Brick Ties 2 CMST12, CMSTI4, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionfTensibnStrap 6 DSP, SSP, TSP Stu d to Plate be 7 H1, H10A, H2,5A, H3, H6, H7Z, H16, RIOS, H16-2, Hle-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1,5, HSS2.2•SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MOT Medium Girder Todown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12; MSTA15, MSTA1B, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Soaps 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps 23 MSTC4883, MSTC6683 Pre -Bent Straps 24 MSTI213, MST136, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS1S, MTSfB, MTS20, MTS24C, li MTS30C Medium Twist Strap 26 NCA200-12, NCA2xl2-IZ NCA2x8-16, NCA2x10-16, NCA2x12-1S Bridging 27 RCWBI2,RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector $0 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Said Shoe 33 ST9, ST12, ST18, ST22,: ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Soaps 34 TB20, TB27, TB30: TB36, T842, T848: TB54, TB66, TBBD Tension Bridging 35 TW810, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedohwn 37 WS100, WS108C, WB120, WB126C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CSH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3,63SDS, HGU5.25-SDS HGU5.50-SDS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5,50-SDS, HHGU5.62SDS, HHGU7OOSDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.W-SOS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUST25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9SOS, HUCQ1.81111SDS, HUCO210-2SDS, HUCO210-3SDS, HUCQ310- SDS, HUC0410-SDS, HUCQ412SDS, HUCQ5.25/9SDS, HUOW.25/11SDS, HUCQ6I0- SDS, HUCQ612-SDS ye Simpson Strong -Tie 2020 FBC Approved Products Updated 1213V020 For direct Inks to. all SST approvals Isted below, CLICK HERE. For additional information regarding Florda's Statewide Product. Approval System and Mani -Dade County Notice of Acceptance (NOA), C,r;.,l(„tdE„a . FL#114WR5 Sea it Product Model, Number or Name Product DeacAotion 1 HHUS210.3, HHUS210-4 Joist Hanger 2 HRS6, HRSB, HRS12 Strap Ties 3 HU00210-2-SDS, HUOQ210 3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGSH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, TH1303SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SOS6 Joist Hanger 6 THGW3.3,THGW3.4,THGW4-3,THGW44 Joist Hanger FL#11473-R5 cW Product Model. Num ber or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 RIO, H16S, H18-2; H16-2S Hurricane Tie 4 HETA72, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAMIO; HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSMI6, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#1149,6-115 fiMg Product Model. Number or Name product Description 1 OTTIZ DeckTenson Tie 2 HD12, HD19 Bolted Holdowns 3 1-1035, ROSS, HD7B; HORS Bolted Holdowns 4 HTT4, HTTS, HTT5-3/4 Tension Ties 5 LTTI9, LTT20B, LTT131 Light Tension Tres FILM 3629-R5 JW Product Model. Number or Name Product Description 1 SEWSx24, SB7/8x24, S81x30 SBAnchor Bob 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L. SSTB Anchor Bolts SSTB28 L FL#13872-R4 seg_x Product Model, Num bar orName Product Description 1 Civil CMST14, CMSTCI6, CS14, CS16, MS, CS20, CS22 Coiled Straps 2 HRS6, HRSS,. HRS12, FHA6, FHA9, FHAl2, FHA18: FHA24, FHA30, MSTIZB, MST136, Straps 97 mil (12 go) MSTI48, MSTI60, MSTI72, S/MST27, SIMST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28: HTS30; HTS30C Heavy Twat Straps 4 LSTA30, LSTA38, Ln4g, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 5 LSTA9, LSTA12. LSTA15, LSTAI8, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 Straps 33 mil (20 go) 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTS16, LTS18, LTS20 LghtTwist Straps 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 go) 11 MTS12, MTSIS, MT818; MTS20, Iiii MTS24C, M7S30C Medium Twist Straps 12 SfI31.56, SIBI.81, W82.06, S. B2.37, SIB2.56, S/B2.68, S183.12, Si SIS3.62, SIB4.06, Top Flange Joist Hangers S16412, S/B4.28, W134.75, S/B5.50 13 SIBA2.12/8, S/BA2,12110, SrBA2.12112, SIBA2.12/14, SeA4.18/8, SeA4.18/10, Top Flange Joist Hangers SMA4.18112, SJBA4,18/14 14 S/H1A Hurricane Tie 15 S/HDBS, S1HD86, S/HD105, S1HO108, S/HD15S, SIHO15B Holdowns 16 SrHDU4, S/HDU6, S/HDU9, VHDU11 Holdowns 17 S/JCT, S/HJCT Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers avaiable in widths ranging from 1-9116'to 3-9118" and heights ranging from 9-118" to 23-15116'. Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7- W" and heights ranging from 5-5/16" to 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1)8" and heights ranging from 4-314" to 16-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangars Face -mount hangers available in widths ranging from 1-9116"to 7- 112" and heights ranging from 2-718" to 19.114'- Concealed flange version (HUC) available for all models having width equal to or greater than 2-911.6". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ 2020 For direct Inks to all SST approvals fisted below, CLICK HERE. • For additional information regarding Fldrides Statewide Product Approval System and Maui -Dade County Notice of Acceptance (NOA), CLICK HERE. 18 SILBV1.56, SILBV1.81, S/LBV2,06, S/LBV2.37, SJLBV2.56, S/L8V2,68, SILBV3,12, Top Fla ngs Joist Hangers S/LBV3.66, S/LBV3.62, S/LBV4.06; S/LSV4.12, S/LBV4.28, 51LBV4.75, SILBV5.50 19 SILTT20, SOTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 S/MST60, SUST72 Straps 118 mil (10 go) 21 SP4, BPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plata Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13W4-RS Sea Jf Product Modal. Number or Name 1 CCQM3.82-SOSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTQM4.82-SOW: CCTQM5.50-SOSG, CCCOW,62SOSG, COCOM4.62-SDSG, CCCQM5.50-SOSG 2 ECCLQM3.62G4CT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.e2G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.623- KT, ECCLROMD5.50G-KT 3 HGUM5.25; HGUM5:50, HGUM7.OQ HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28-4. LGUM210.2, LGUM2103, LGUM2104, LGUM46, LGUM48, LGUM41C 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.5617:25, MBHA3.5619.25, MBHA3.56/1125, MSHA3.56/11.88, MBHA3.58114, MBHA3.56r16, MSHA3.56/18; MBHA5.5017.25, MBHA5.50/9.25, MBHA5.50JI1.25, MBHA5.50111.88; MBHA5,50f14, MBHA5.50/16, MBHA5.50/18 6 MBHU3.50i9.25, MBHU3.56/11.25, MBHU3.56M 1,88, MBHU3.5&14, MBHU&6S/lO, MBHU3.8&18, MBHU5.5019.25, MBHU5.50M125, MBHU5.60/11..88; MBHU5.50114, MBHU5.50r16, MBHU5.50118 FL#13976-R6 S X Product Model, Num ber or Name 1 SDW22300, SOW22338, SDW22438, SOW22458, SOW22500, SOW226D0, SDW22e3e, SDW22834 2 SDWC15450. SDWC15800 3 SDWH103000R SOWH19400D8, SDWHIDOWD8, SDWH19800DB, SDWH191000DB 4 SDWH27400G; SDWH270MG; SOWH27800G, SOWH271000G, SD1NH271200G 5 SDWS16212, SOWS16300, SDWS16312, SDWS16400 6 SDWS19600, SDWS19712, SDW -22400,SDWS22500;SDWS22512, SOWS226001 SDWS22800, SOWS22900, SDM221000, SMVS221100. SDWS221200, SDWS221500 7 SDWS22300D0; SOWS2240ODS, SDWS22500DB, SOWS22800DB, SOWS22800D6, SDWS22100008 8 SDWS22312OBS, SOWS22512OBB 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS2780OSS, SDWS271000SS, SDWS271200SS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SOWH TIMBER-HEXSorew Strang -Drive SDWH TIMBER-H EX H OG Screw Strong-Drve SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Gfade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLM IN3163-R3 §2" Product Model. Number or Name Product Description 1 AS 18. AS 18S5, AS 18S8 18 ga. Truss Plates 2 AS 20HS 20 ga, High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Saa # Product Model. Number or Norma Product Dow action 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PUPA, PUPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners; threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete MMMM Simpson Strong -Tie M20 FBC Approved Products Updated 1ZOW020 For direct Inks to all SST approvals Isted below, CLICK HERE . For additional Information regarding Fionkla's Statewide Product Approval System and Msm-Dade County Notice of Acceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-&8" to 3- 9/16" and heights ranging from 4-5116" to I I" Concealed flange version (HUSC) available for models hav vvidd1 equal to or greater than 3-9116" 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5/8" and heights ranging from 9-1/4" to 16'. 13 LGUS.25SOS, LGU3.63SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-15116' 17 MGUS.63-5DS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sodas hangers Face -mount hangers available in widths ranging from 1-9116'to 5- 118" and heights ranging from 6-15116" to 19-1/7'. 19 MUS28, MUS28 Face -mount hangers 20 SUR: SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 9/16" to 3-9116' and heights ranging from 3-1116'to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.518" to 11.1/4". FL990667-1116 ins Product Model, Num bar or Name Product Descriattan 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 118" and heights ranging from 7-116'to 30" : 2 Di series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-1/2" to 3- 5/8" and heights ranging from 7-1 A" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 11" to 32.1/Z'. 6 EGO series hangers Top flange hangers available in widths ranging from 35/8" to 7- 1/4" and heights ranging from 11-IM" to 37. 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3.1 /4" to 7- 1/8" and heights ranging from 11"to 32', 9 HS series hangers Top flange hangers available in widths ranging from 1-911Vito 7- 1/2" and heights ranging from W to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8.7/8" and heights ranging from 10-112' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 X'to 8- 7/8" and heights ranging from 7-112" to 32'. 12 HGLTV senes hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14'to 33'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16' to 3- 9/18" and heights ranging from 18" to 26". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1 /8"to 3-9116' and heights ranging from 5-318" to 13-1/V' 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- It2" and heights ranging from 3-7116" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9116". 16 HWP sense hangers Top flange hangers available in widths ranging from 1-9116" to 7- 118" and heights ranging from 5-316'to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116"to 7- 1/2" and heights ranging from 5.3/8" to 32". 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116'to 3- 5/8" and heights ranging from 9-la'to 16'. 19 JS series hangers Top flange hangers available in width of 1-911(Viand heights ranging from 5.318" to 7.114", 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3/1 Vito 13-1/8". EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3OM20 For dyed Inks to all SST approvals fisted below, CLICK HERE,. e For additional information regarding Florida's Statewide Product Approval System and Marini -Dade County Notice of Acceptance (NOA), CLICK HERE, 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, ST624SS, STB2.6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 318 stainless steel 7 Timm HO (THD-H, THD4-IMG, THD-H48S, THD-HBSS, THD-CS, THD-CS6SS) Then HO Heavy Duty Screw Anchor for concrete and masonry avalable with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in oarbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (rHD37634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDS25158RH, THD537158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL*116230-RS JW Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STEP) 5 Titan 2 (rTN2) 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS685) 7 T'den Turbo (TNT) FL#16937-R3 AW Product Model. Number or Name 1X34B1016.5K;X1S1016,X1B10184K,XQ1SI01i3,XQ1B1018.4K 2 XLQ114T1224, XLQ114B1224-2K 3 XM0114S1224,XMQ11413f224-2K 4 X0114S1224, X011481224-2,5K X114S1224, X0112S1224, X011281224-2K 5 XU34S1016, XU34B10165K FL#35320-RO ,g§q Product Model, NumberarName 1 DSSCB43.5; DSSC646, OSSCS48, DSHS 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FCB411 fir 3 FPHSD34SI016,FPHSD3481015,FPHSD34BI016-5K;FPHSD34S1214, FPHSD34B1214,FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,25, SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW6.5S 7 SCB43.5, SC645.5, S0647,5, SCS49.5, SCS411.5, MSCB45.5, MSCB47.5 8 SCS32-5/97, SCS62-5M7, SCS02.51118, SCS82-51118 9 SCW3,25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3461414,XLSH7881414 13 XQ1S1018, XQIB101&4K, XQ1S1214: X01B12143.5K, X07881224, XQ7881224.3K, X0114SI "41, XQ11481224-2.5K, XQI12S1224, XQ112B1224,2K, )(3461016-5K, Xi S1018. X181016.4K, X1 SI 214, X1 B1214-3.5K Product Descrption AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP H gh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steelwith hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Descrlotlon #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 412-24 Strong -Drive XL Large -Head Metal Sag -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Sol -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with ifs Drill Point #10-16 Strong -Drive XU Medal Self -Drilling, Tapping Screws with #1 Drill Point Product Dmidotion Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing4a-CFS Self - Drilling, Tapping Screws Steel Framing Connector Stool Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Skill lip Connector $leet Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16: #12-14, and 412-24 Strong -Drive X Metal Self -Drilling, Tapping Screws, ^W` ^W i -Cu 2 N a CL a. 0 Ca V O C O Q -0 O 0- 0 C &_ •+-# CU O 0_ ICU .� �` --^t VJ Q Q a r. W J 1 SHEET NO. PA 1.3 O to O U 0 � _0 L CD_ N O- 0 O Roca C CD -0 0- .� U 0 D cD CD 0 N -0 0 -0 0 _0 c C O UL CU .� -0 O O E � Q _O (D H � U Q e•� 0 N W'. co V O E V N m K 6L N C Q Vl N N s G co Q N � cu 3 as w c d�4 °C 3 co 1.. � d c � T N az g G E O O w O w �■ C) i !� O Q U O i "�.'� CU U o0 Q W � Lam � �1�/�� W Z Z Z Q J a SHEET LPA NO. 1 a4 MIAMI� ��a namrc�€�•zn + PRQrIaL'i:TCa'�iTEtta�. srcr�rcn� PGT Industries, Inc. FAT industries, ln+r. FGTIndushies.Inc. ii�t'!5 sw?� s�reec Boa �i(�TICE OF .PiCCEP'T�'+T�E: EVIDENCE SUBMITTED '1Tt)TIC� (}F �i:C;CEFT.�L'NCE: E4-IDE�'�TCE SL�'BMII"1�33► . 3fEPART�iE.YTOF REG'tTLATO$Y hlti! EC{a?YO�C RE50LiRG£S tom) �ti®l. Fisxb�e 33175-��174 Bawaxn.aa� cr�nEaura�uvrs�zza�+r8r�rsro�r r �rse� 3is-��o F Cl" air-2�99 NOTICE OF A+CCEPTAl"�CE: EVIDENCE 51i'BMITTED x D. t,�i+AL1TI �iSSi�RAs'�TCE 1iOT�CE OF ACCEPTA:'`kC� �TOA •�••.�,� - - � 1. E�idrace submitted' under previous `+iU�# A. DRtI�?'v GS B. TESTS (continued) I _ Miami Dade Department cal Regulatory Economic Ii� (R..ER)_ and I'GTludastries, Inc. T�[ec�.naln� Drive, 1_ �� d� draw .and. sections- �. Test a�i 1 Air Infiltration Test. F]3C, TAS 2i?2-94 � �7. P'�' �1t070 y�l ai•t� l�ellii�a � � F� f'� [. �} ,} i 4 /y p �j / �+iii�%�d,� �.�il[.�.��53 �Q ,i 2^^11�V� V'Yet +�{� ,��,} �s TAS per �� Uniform i1t3i� tali 3�� TG3�i, F�l...p LAe3 L.V�� 7�,� E. MATERIAL �L�T�411.1 iV1;3 Scow: ?_ Drawing Nca. 3-��7a.�t, titled =�irr�1 Sliding Glass Door �i�iA ��, sl�er#� 1 per 3} Water -Resistance ram, �`, TAS ?4� 1. i�iat �f Acceptance I+ia. I �-4g�s,1� � tct'�'sioti Ea�t�usiotz Limited for their This NflA is being issued under the. "cable rules and regulations governingthe use of constructionmaterials. The pfTared through ? 1 of �l, by ri>aiiufactur�es, dated l��'13, � revision A dated 4) � Missile Impact Test per FBC, TAS. 2lI1�4 �,�'h�e rigid PVC Exterior Extrusions fiat Windows and Dears'", dated ti&`l 3?`I5. documentation submftteclhas bassi t�et i+elirerl atld accepted by Miami-D�3e Cc�asyR�R-Fr€+tivet �sau�d Section to �+'�i�� 17, � and sealed bar A. Lys Muller. $.E. 5� ��tcitc Wind Feet �I.�vadutg�C' FBC, TAS ?p3 e�tt� cm ti�.�3�11 �. be used m &Fiatni Dade C�a airs! �#l�r areas v►�hhere sllc�t�ed by itie Av�asity Hsi u� lure {Alm. TAS b� FtmC� �fi�'y Test, p� FBC. �0?-94 �. 1"�atuae €arf Acceptance I�c+.1+6-i�9?ia.�$ i� toVision rti Limited for ilartir �`%'E This NQ►A shall uc�tbe valid aft�erii�e ear�pisatian date statedbeloK�_ The Itfiiami I County Prc+ctnet Cc�troi Secticc+u B. TESTS along $ ��► drawings and installation diagram of vinyl � � d�acit; ps+�pat� Ii�OD Tan �il� and lighter '.5leacfes Ten 1�) Rigid PVC Exterior Extrusions far (In 1�diatni Dade County) ant%ori'he AFiI (in arensodier thrsuMi�ii Dade Cauttty) reserve the right to have this L Test t�cart on I)Uniform Stair Air Pt� Test,. ,pier FBC, TAS 2-94 b Fenestration Testing - Labs Inc- Test No. FTL $.�.t9. dated 11.460�15 - slid � � � �revt.� �'mtic�tr!; and Doors", dated 12108116. � on 12r29.C1. product ormateriai testedfaz quality aepuipo. I:f product mrmatesial fad to pesfornr3a &e accepted L e � Impact Tesper t F13C": TAS `�'01,94 sealed by I�P. E_ esreport t on $ 12,4 5 and 4�'f 1� 1 � 3. Notice of Acceptance I�c�_ I�-�151'8.15 issued Ctt��'isi� 1��cisttsion Limited fc�' their manner, the tua�c%r will iucurtheeaprmse o€such testing aaar3tlie AHTmay uumediacelyrevrc�fce, utodify, or 3) Cyclic Wed � Loadisagp�er FBC, TAS 2t13�4 b_ Teat repast a�i l��In#i+mn Test, per FBC, TAS 202-9�1 "Brown Coated (Paint�+tl or Laminated) S'4riiite Rigid PVC Exterior Extrusions far suspend the. use of such product or matexiat mrrithffi their jurisdiction. RE.R reserves the tight to revoke the along wiihi+�-u dmwmgs and ii*'t.t� dim of m - ": dam F �1 � _ � 2 U Slat" " `� '� } nif�m¢ sC fin' P`�e� Ted. G, TA ..(}�.-94 per '1��audow!; and DQoix"., dated f1$,'13t25. . _ on #i913�ir`i9_ '�� arc tsars. if it is deterinige3 b I�amg-Dade County Product Cates �ctsyst that this c3flct or material fans to �e amble signed by Feuestraticru Testing Leh, Iaan, Teat Repiarrt IN�a. FIL ?17; dated 1�' �7fF5, and 3j �4'atexRta�e Test, pe€ FDC', 'I:�.S L+�2 4_ I�3ot af'�ipta, 1'�1'd_ ltr�41�'I2,ti2 is�ed tci �RGIFen,estritiira So�lut�s LTSA, re of the build" code- meet qu�� This product is appr+aveclas described herein and has been designed to comply with the Flcsrida Building Code. sealed by Ida%ns Ortega. P_ E. �eSlk report revised - on U2=�i 5�ib and U2:�4Idj �) Large M��le Impact fiest per FBC, �'AS �i31 �# In+c. fart their `rT AST 3t1d11 sud lighter Shades � on-R'hite} Rigid. F�'C Eateri+ar High Zone.1 including the Velocity Hurricane 2. Test tepcaxi on 1) Air I�.tita8"Test,.per FBC; TAS '2i}2 9�1 Sj Cyclic Wind Pry Lfladi�tigper FBC, TAS {}3 Esians farms"mdasrs and Daoi�s'" dated t>p��5+lt'a, expiring on 1)1�?4,�1. -, ;�_� „ .. Sliding �,,, ilESCRIP''TiQI�. Serus a,. i� 77#1 � m•1 Glass Door (Reinforced) ��-0 90° & I3. tnce�s-L��I. 2) iTnifot�t State Air Pressure Test, P�" FBC, TAS 2f12-94 _ along wry map clraw-mg$ and 1ris�t�tii>ti " ad'vi�*1 slieling s da�aprqwed r, diagram 5. Nye afAeceptatace No. lb-0?12.U�t iced to EI'NERGIFenestraticaa Sfllutioms USA, -Bronze . _ _ „ r ,. } Water Reststa�c Test, per FBC, L�lS `?-94_ b Fenewartion Testing �, Inc., Teat R�aflrt No. FTL 8�52, dated 121 5, signed and. Inc- Ears their and Lighter Shades of Cap Coated Rigid P't�.0 MIAMNMIAMI-DADS COUNTY • PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USALLC Gast -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 (796) 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.miamidad&Xov/economy 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 I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 0 3, prepared b Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed b Craig Parrino, P.E, on 08/19114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. g f p p y g p p y S Section to be used in Miami Dade County andother areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS March 22, 2012. B. TESTS (AHJ). 1. None. 1. Test report on, flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 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 ASTM&-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig 1, B Miami -Dade County Department o Regulatory and Economic Resources RER fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE y h' p f gu ►?' (RER). 2. Calculations for Cast -Crete Lintels, dated 05I29/03, 140 pages, prepared by Craig 1. 13y Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" &12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 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 far 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. FD461Z titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS Lprepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled B. TESTS 1N°ne' ]LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade 'Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by . 1. None. County logo. Craig Parrino, P.E., dated March 24, 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 1NoneC. CALCULATIONS . . change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By �ami-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 Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued b 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 —14 W. i L�1,41� E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. <:7Melmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor =A I/ll% r NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 /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: W20/2020 Approval Date: 09/20/2020 Approval Date: 0S/20/2020 Page 1 E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. { e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, F.E. '" Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 N CO —Cu > N a)d L c O O CU .� U -4Z to =3 CU O N c CU c 0_ O CU U_ _ O > .Cn 'a CD O421_ C__ CU e+s eat co t>o z z W J C� 0 CL Q 0 CL August 10, SHEET N0. PA 1.5 1 L ECQ ime- TiLLT TESTING Q ENGINEERING COMRAN I - WATT7R A. TTIM, JR., P.E, tiltewC aDI_Com NL P,6. I.ice,Re SA 44"r A CA. T.w W, ONO 7IV PRODUCT EVALUATION REPORT REPORT NO.: 204728.01 DATE: July 28, 2020 PRODUCT CATEGORY: shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gk%hal Profetxton Products LLC. 48M SX 51 Stoat Davis, Flor da'd3314 1. PiJRPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Wetter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Business and Professhmai 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 W subject to review and revision in Ease of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION ,DOCUMElrlt(P.E�D.t: Drawing No. 20-176, titled M20 GAGE GALVANIZED STEEL STORM PANED', sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/26/2020. This drawing is an integral part,lN�s Evaluation Report. a�.* �r<p A r/je' y __ -- -- , OCENSF `N — ;:— , No, 44161 _ -I_ - - �� 1op.0' R, 6355 N.W. 35th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 rmofHtit I "I L':11 :A.. 1 :...IAI, . " Is:I 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAB 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 # 96-569 dated 08/09/1996, #W570 dated 09118/1996, #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 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by CIC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CUCULATIONS: On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Cade. Calculations prepared by Tilteco, Inc., dated 11103/O8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4 WiND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10,11, 14, 15, 17, 18, 19.20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176, 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. -" '4 \�GEfil� ---�z ysj t-A9167 * :* iiY NERAYr.IIDdii,Y: B 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCD OR WOOD BOARDS BE rGUNU ON THE p" FOR 29 Ohm OIL+A�•+ a1m �Dns wFNn_AM EXISTING WALL ANCHORS SHALL BE LONG ENOUGH To REACY+ THE MAIN STRUCTURE BEHIND SUCH PANELS, 1 STORM PAWL SHO'AN ON THIS PROD= EYMLWTAN DOCUMENI FP E.D.) HAS KEW KlilrED FOR COMPLIANCE +N ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 6.2). ACCORDANCE W rM THE 2020 (7M EMT)ON) OF THE FI.ORIDA BUILDING CWE (C) T(1r71STIFIG WWD_''lluk. SFPE[kT,`.,E ,� � O B6 MM .: DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E TIE ABOVE MENTRDNEO CODE, FOR A WIND SPEED" /S 11COLOWD BY THE ACTION WHERE THESE SHUTTERS Will R 14STAUED AND - 1/A} TAPCON ANCHORS. AS MANUFACTURMEO BY` ItW BliDmA, INC. - 1114-10 PANELMATE FEMALE A AND PMIELMATE PLUS ANCHORS, AS MANUFACTURED EN ELCo w0451RUGT10N fellou'us FOR A DRECT10NARY FACTOR K4-oft. USING ASCE 7-16 AND SHN.L NOT EXCEED THE Aw"wOM (AS O.) - 1/4•P LAG SCREWS PER AtD.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TtRU 12. 14. 15, 16, 19 6 20. - 7/16'4 . 5/8' WOOD allSHING. AS DISTRIBUTED BY ALL. POINT SCREW, BOLT A SPEGLA.n Co. IN ORDER ID L'ETWFY THE ABOVE. CON00RM, VLTIMAPE DESIGN WMIIS LOADS DETERMINED PER ASCE 7-Ta SHALL R FIRST REDUCED TO A.S.O. DESIGN "No LOADS BY MULTIPLYING THEM BY 0,6 IN F IW'L ORDER TO C I) MINIMUM WCAOED PEHETRAMN INTO WOOD OF TAPCON ANCHORS SHALL BE t 1/2" AND 2- FOR ELCO PANUM47E PLUS COMPARE t7ESE W/ kMO(AS.D) DESIGN PRESSURE RATINGS INDICATEDATEp ON SHEETS T THRU 12. Ia 1 5, T9, 14 At fiD AND PAHElYMk FEMALE to IN ORDER TD VERIFY THAT ANCHORS ON P. 04ER TJ A ASE IN THN TESTED WERE STRESSED. WO 331E ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE ' 1/2' NO tHREADELI PCIEITRMTON lNTO STUCCO SlfAi BE CONSIDERED AS PART O tHE REDNREO THREADED PENETRATION THEIR NA IVI END F r 1 N STRE56 FOR TYRW LOADS WAS EtDL USED N iHEMR ANALYSIS ASTENEFCS SPACING D WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH ND.S. 2018. C.3, AIWWUM EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S FOR IMPACT AND WINANE RESISTANCE INS BEEN VERIFIED IN WISH SECTION OF ZADEQUACY 9TANCE-569. R -r3o THE ABOVE INCAG. REPORTS CODE AS PER HURRICANE E VERN 8 REPORTS . • 96_T3O AND C�4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 511V 1/4- 4-20 SCREWS USED SHALL R , 1/2- LONG MRUMUM #212PokG N TESTING o TAS FENESTRATION TESTING !AB INC. REPORTS t2C32 dk /s126 u flWi'OCO45 tA5-201, PAS-202 AND TAS.-203 PROTOCOLS S-202 SKKWLD STUCCO EXIST. AND I' MIMMMM FOR WALLS WITH NO STUCCO AS WELL. AS AMERAAIA TEST LAB O SOUTH FLORIDA REPORT /4219.01 -09, A3 PER LAS slot. TAS 202 AND TAS 703 STANDARDS. :5) 94. CASE THAT PRECAST STONE.. (M PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE 1DOSTING 2 ALL ALUMINUM EXTRUSIONS TO BE 6053-T6 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) SEE SHEET 2. WALL ANCHORS SHALL BE L040 ENOUGH TO REACH TRY MAIN STMA-RIRE BELdNO SUCH PANELS ANCHORAGE SIWy LE AS MENTIONED IN C.I), C.2) At C A) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 7105-Ht4 AU0. (D) ANCHORS SHALL BE INSTALLED FOLLOWING AU. OF THE WCDMWND904 ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,. A ALL STEEL SHEET MEW. PANELS SHALL HAVE 5FRUCTURAL OUAUTY STEEL, ASTM A-653 GRADE 50 MIIMUM. G-60 GALVANIZED STEEL DESUaNATION W/F1'- 56,5 Nil (AFTER ROLLED). 8. PAWLS MAY ALSOBE INSTALLED HORIZONTALLY FOLLOWING NYSTALATION DETAILS SHOWN ON SECTON 3 THROUGH to (SMEErS N TNROUGH 6) DICEPT THAT HEADERS (2) a Q 94OU NOT BE USED. 5 ALL SCREWS TO BE STAINLESS STEEL "4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER EON 50016 W 50 ibi YIELD STRENGTH AND 90 M.N TENSILE STtAU. COMPLY W.FLORIDA / STRENGTH A / rL BINtDMG CODE 9 IT SHALL BE THE PESPOWVBtLn OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SlWUCNRE WHERE SHUTTER B To BE SECT" 241 T.3.].1 ATTACHED W INSURE PROPER ANCNOPACE. THIS SN+.TTER SHALL pMY BE ATTACHED TO COHCR£lE, BLOCK OR WOOD FRAME BIMDUNCS. 6 BOLTS TO 9F: ASYM A-3D7 GALVANIZED STEE]., OR A"61 304 SF]UES STAINLESS STEEL M4M 36 Iw, MINIWJM YIELD STRENGTH 10. EACH REGULAR STORM PANEL OC14 LENGTHS OVER W-B N THROUGH t7', AS PER SEft.CTXM 6, 6. 9 A 10 AMC ALTEANATAIES . . ANCHORS TO WALL SH4.1. BE AS FWQWS` SW W IOW ON SHE 5, 6 A 12 RESPECTNELr SHALL HAVE A DEOIS.E AND READILY VISIBLE MAatING 46MUCTWG OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DUNK: PERIODS OF HURRICANE WARNW (A) TQ,pL, i13_ f,. POURED CONCRETE: I THE ',NSTALJ,AtION CONTRACTOR 6TO SEAG ,JULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN COM9AJDUS OPNTACI WITH - I/4•P TAPCON ANCHORS AS MANUFACTURED 81` I-T.W BUILDEX. INC. (MN, rr-3192 a-) THE BUILDING TO PREVENT WIND/RAIN INTRUSION - 1/4• • 1 7/8• FiUD-Sri AIM,HORS. AS BY DEwOIN ING (MIN. T'c-300$ DISTRICTED CIAL) - i/4.4 SJ4' BOLA -SET ANCHORS. AS DISTRIBUTED BY ALL PINT SCREW. BOLT 9 SPECIALTY CO. t2 STORM PANEL. NWSTAUATRIN SK41 COI'LY WTT14 SPECS INDICATED IN THIS DRAWING PLUS ANY SUILN149 AND ZDNIC REGULATIONS (M.',' M ,.30GD PA.,.)PROVIDED BY THE JURISDICTION WHERE PERMIT 6 AMIED TO. - D &PMIELYAYE PLUS ANCHORS, AS MMLUFACIURED BY FLOG CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATDN DOCUNEM (PED.) PREPARED a• THE ENGINEER M GENERIC AND DOES NOT PROWCE INFORMATION ("OL t' 33S0 s'.)FEMALE P -) - 1j4`0 CF TAP -GRIP ANCHORS, AS MANUrACTIMffO BY TRV-FAST CORPORATION (Y-566O P.A.I.) FOP A SITE WECLFIC PROJECT, ill WHERE TK SM CONDITIONS Dr MTE FROM THE P E.D A 1 APNIMUM EMBEDMENT' OF TAPCON ANCHORS INTO POURED CDNCRi1f STNL BE t 3/4'', 2" ;OR PANEI,MAIE V'EMAlE (b) CONTRACTOR TO BE RESPONSNILE FOR THE SELECTION, PURCHASE AND MSTALIAnON INCLUDING tWE SAFELY' OF THIS P1TOa1CT BASED ON THIS PED, PROVIDED HEfSHE DOES NO? DENATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. AHD AMPANEMATE PLUS AND I I/4' FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SIZE E THE CONOTAICTOR'S RESPOAMBN"y A2) CALN-RN At SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6` INTO THE POURED CONCRETE NO EMBEOMEM INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NOCIFHED STUCCO SHALL BE PERMITTED ,/a' P-20 SCREWS USED SHALT. BE 1 1/2' LONG MINIMUM SHDULD STUCCO EXIST, AD I' MINMUM FOR WALLS WITH NO STUCCO. AND MAY R HEADED SCREWS OR AA2 THREADED SCREWS W/O HEAD. LdI STFE SPEC,RIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AR04MM WHICH WILL. BECOME " EAST WITH YOUNG NUTS. ENGINEER OF RECORD (EDF.) FOR THE PRO.Bro AND WHO WILL R RESPDN'SIaUC FOR THE PROPER USE 0; THE At D. ENGINEER OF RESORO. ACTING AS A DELEGATED ENGINEER To THE AN IN CASE THAT PRECAST STONE. PRECAST. CONCRETE PANELS, PAVERS, STUCCO OR Now Dwm BE FOUAA ON THE P.E.O. ENGINEER, SMALL S~ TO THIS LATTER THE SITE SPECIFIC D4AWWGS FOR REVIEW. EKMSTNC WAIL OR FLOOR: ANCHORS SNAU. BE LONG ENOUGH TO REACH YNE MARL STRUCtURE BEHIND SUCH ANC HORAGE CHORAGE 'SHALL R AS MOPO4 D IN AA) AND IN A.2). (4) T141S P .D SHALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE DF THE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT. (a) PO EX,SI1Nr. L»NClYTE B.tti - 1/4• Y TAPCON ANCHORS AS t 1 W BUILDER, INC. AS 14 SHUNTER 14WUFACTURFR'S UrBFI SHNLI. BE LOCATED ON A READILY VI9tBLE Ll7GTKNA AT STORM ORS. MANU AC - 1/i' • . 7/9' CALK -IN ANCHORS. AS AIANUFACTUtir FY OEWALT INC (NIA, Ye-ISOO D.s.,j PANEL SHUTTER IN ACCORDANCE MIN SECTION 1709.9.3 OF FWARIA BUILDING. CODE. Off LAM SHALL BE PLACED FOR EVERY CPENNG. LASEUNG TO COMPLY WPN SECTION T7OB.9.2 OF THE - T/4'4 A 3/4' STAG -SET ANCHORS, AS DSTRIBLUTED BY ALL POINT SCREW. BOLT h SPECALTY CO. FLORIDA aulom CODE. (MIN c+law P'.J.) - t/4-IO PANELIATE FEMME A AND PANELMAIE PLUS NNDARS. AS MANUFACTURED P F:LCO CONSTHUGI ON 11N5 020NNO SHALL ONLY BE USED TO PRODUCTS (MIN Ft Z071 P.,) IIIN 111/ill OBTAIN PERMAS IN THE STATE OF FLM1M 1/4' OF TAP, ANCHORS. AS MANUFACTURED tAU-FAST CORPORATION I'��gR A• - 4 -GRIP tN .-... `, S1) MINWUM EMBEDMENT O TAPCON ANCHORS. ELCA PAHEt.MaTES AND Cf LAP -GRIP ANCHOR, WTO tHE '•• VC rLoRMA sulLDit%. COS h velocity Nwriac (. BLOC* UNn SHALL BE 1 l/e. •, W 4 •. 42m lkn- AR. 20 raGE GALVANIZED STEEL STORM PANfi .. 8.2) 17A.*-YN 9 SdJO-5E'T ANCHORS SFM.y1 R EMBEDDED 7/9` INTO PHE CONCRETE BLDCR UNre. NO 167 : 7� ^� a INTO STUCCO SNAS BE PUIVITTD t/4` 4-20 SCREWS USED SHALL BE I 1/2' LONG MMaAU1A ExNS, AND " MIIMUM FOR WALLS WI NO sWccO, ,r�H''„ �--_. 9 __ ._-.2 //_.- / IL� ,W GLOBAL PROTECTION PRODUCTS, tj.C. INSTALLATION QUAILS EQR REGULAR PANELSC-t') do ]lam INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES G1M«niET AWNDA6 C0N4K,EfcN ..D \ iimm a ""WON 9) WN(SMCIIFTE AHa$oNEeLAE1NH M. a T14MWN e)N---"--EL.-_-- CONCRETE *.O.m A,E[Ts • YwlrnHar a) `'.. EK57MG PlWNED , rI anNplKi1 e)„ cab lK flE0LIR11Elij. .,,_f -ia i CONCRETE REDONE$:: - .�1 L _,1• M*, t• MIn.- - J H '�'2" ,:��, t ;;.' > - 1/7 + a•.. r x.S Rea �f2s PI a . 1 r AMNA - 1 Yj r 1 a• >: �i(P T MP,L / r R 1 -f"Pin. ..-.I- 4 - i ED 4 1 i e cnsn w PP IR. I m v - �. -11 �11 _ 1 ED ED I EaMum f C e -if��1 E%IStlki POURED A'. �A'�P 1 �" •`M1 I G.N ' 1 1 CONCRETE REQUIRED i I ewe ,1 I ,_T y. �AN1Gy,A�3�^ t - 1 1 !Q AOm,MF 1 9 1 a9W ielo e g K• $, I VVIR, "Is o 1 J S. !reef f N , .. .. T2 ,1r' OC ' - I . I 2 i/¢" aC WE ICNiAgH Me, i rill EH MT 1 1 1 (i 6 N". suawAl" oA*x+s. m mANI ) ( ro Dues. 1 IFa w 1 I >o Iry 1 Haan J T a"`-. I i m p.WA H Y .fhYMIAWN I W I ,.. I T I ` b'.. _..-- ; A y 6XafIP„ I 1 N I ' 03 i :'' ( F 5t G• J y I O i I +.m t `, t aANM 1 - �. , (7�) ' , 1 1 1 5 1 1 1 M I 1 I ._. ,ill A(R a oa i s ,/r as __.. _-�YYF f yw EXISTING PT1t1R[o.' E D i I & � 1 • ' - v e. ? E,p I ;-' I tN.4 •• `I cYBN mo • 3 ,.... rl iyaV R 6„e. N A. ERERNG POLIYCD. ,�• 1 EpSRHM, POURED ED I ,a 1Jr aG +Y; CONCRETE OOK R W. e . I I 1 CC 91O0A __ _.._ _. _ _ .)coNctim OBLOCK .. -R MFOLIRED ,¢ i 13 ,/3' al. 2 ,.. RfaJ(ED - ._ __.... - 2' r e ... T E. 'r. ' EA57O/G PeLAtED. u m p _ .�,• MNn., 1'w sa4A� Co"m �. 4'_ m u w J RE , .W g4 GINNED. sa. - CNt tklCinga h Y 4 4•AP CDNDWEA+ 4 FA,KREIT ANKAIais CONCRETE IwalDgs ._ C6110ETE AxaaRs - ills • r oc pq ai T f' sere,. w s>n n R 7 - :u�'I" STIo�R@ S11A7 \: \� 1y / '- �... � lNE Sr3EAMNt ant-... .. - r3kE T,�A.E ON a,a C3EE so,¢INIa all ,.. aeL ills: e s n.c "bare W �4))Ai,,�y� 9Kf%S a TRBRIU�i 9))Q _�"'__] SHEETS 6 TNROUW 9) 9HEtS a TWtlpAH SECTION I CEILINGSE M ALiiBtlAl 4lillIlitdi SCALE 3/a-1' 9CALIC 3/e-, wALE 3/6-1• 14E 3/1F, 1.- -'.. .._ . 1 I —' _.--_---_.. I I s E.O. EDGE DISTANCE t I 1 =gQ14"s I (SEE SCHEDULE ON -IH'ao,* ABINr'NWN' I `.%,' SHEETS 8 A 9) 1 Io aAm. i i I I I' I NOTE M MN OF9sE7 m IT4T� aG sop A 80TM l MOUNTINGS cw BE 1 , :+ M ,.WIiMNIFMI I , 8 AW,�'ES A tiWFA COMBINED IN ANY WAY TO SUIT ANY yt1'�".^•': ••wt INSTALLATION, �. — - � - - E.C. - - 14 P) AVLIIOIS i� Sty to THtpIXIO+ � hill . CE SOME 3/e-1. YBQDr)CT 1rvwr.gf---P I. NO. 20.872]t.Ol 3 S. E L CHARACTERISTICS MATERIAL � G'B AND SPECIFICATION, Shall be strictlyin accordance n with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20476. 7._LIMITATIONS AND CONDITIQN OF UA - 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tdlteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida auilding Code. 7.3. Product shall only be installed Into poured concrete,'concrete black, and wood }tame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.; P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719). MLAII{M P 1 {tonq /4&`, ,. 0e "Pti. T [(/, /: `' tliNM ''.'Lf' k __ _ y 1.'�: � ---�- ' 44107 S _ STATE OF D,c ..` COA . `*'> +(+,�StONA#111111'i F �L WATLL D:1 TII_TECO ADMON RECORDS I P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 1,20 GAGE i3.ALVANIZED STEEL STORMPANELI DRWGRB 20-i78 t REPORTO2D-0726.01 /I 1 L I EC: 1N TILLIT TESTING S ENGINEEPIN13 COMPANY _ _ . .. --- WALTERA. ITLLIT, rR, I'.$ titT600(a BDr.CCLD PRODUCT EYA�AAU� I I(]N REPORT R.7 F T,i W.eN, 4aL6T FL,LA. LIAa,4514.0Do6?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1, PURPOSE OF MLUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. S1G20-3, Method I of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Drawing No. 20-175, titled •24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteR�l NCi!IMIS Evaluation Report. ,,*` 4 x ,,/�((j /�+, / " . Y416? 7,' 7 *" it .. S7ATE OF :'n 6355 N.W. 36th Street, Suite 305, Miami, Florida 3316E PfYotte (305) 871 I 'RCtA( 8II111-I531 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-I-) _____-- _-_. _.15-too- (TOTAL WIOTN)_-__ - ... _ _ ____ ......_- - ,-_..._. _.__._.....--- -..d5.t96' (TOTAL WIDTH).- -__. __ ___ __-- .12.5w(onclrwwoTO-._.-__. ____..-__.__-.._•.. I-__. ----...6 1/4' _ -- _ `._' _._.___ .6.250----.___--__ - _. -,— + w I3f0 - 1,350,- - , r' - ,�- , i ,.4 I yPN 4 f --t S50"..- ," O.W!" WL THICK I-^1.350• ^, r ! 1 , ` N { >` r` 1 B"Oy' .. OALVRK2rA STFII. 'i yp• I �,R"+. A'SIM AIMS ) M4J. �TT'- I GMM 60 `T'" I 1e-7- /• 2.&S7' 0.036' twit r / /+' �fi; ) T�BSr G-a0 GALH.. tA_ _ GALVAeim STEEL I 1 - ''> ` Ss TYP A-es3 2.t D0' 2.Da0• 't-'' N A6TY 2 rvP. 2sg- 11 ' ' �\ GRADE Sa MKNIULt � DETAIL a_T �� - _._. E�OE OETAI \l G-60 CALv ` , 48.0 LLiTAR. A Mlv __ .__ .. _ ' '-6.250'._.-.- __- , .. Q WQS► UN 4 END STORY PANEL -2.- _.. f PANELS EM W /" r" I I I 1Do. It 0, t25' - 7ba•- %fl-211 / ,125' .. i' JW SM4Y-2tl, W/ +TE8WKE7 gXrE'. -- /�.,� .. ! .tOD' t.750• .ff0• �: - s.125• �' ;75D"••.. sin e y R a t - J t�O AAA : % AizE R I 1 12 WALL L93' .093' . 3.375' 2.000' t.5w -'---i t ,.SfiO• .093' 2.t25• :- _-L�-j'. pg3• LEE t 9 9 939' S¢ p CETAa OEl'- 1. _,. /% 1 4_ { `i "i t24_. l..t73 . ....4 - 0250' 1. 35 I .. , R a 7' 3s 1 i 1 i--1 t T I j i A a 379 'Z7D t ) ,ZS' G _. X _. _. , -1 I �J/ iAAI R. =30,i -. ... _. S" Met. _._ .._ ..-.-_6500' :--1500'.-.. RIC VIEW ISOMETDETAIL A L _2,Wo.W - '.--2ooG - ROOKED CORNER O ENDS Of PANEL'S END LIP WEDGE Q Wh' � HEADER "U" DER � Amu QGLE ANWITH sm @ ANGLE wffH HEA T,S)HEMMED (N.1.5) l_'./ REVERSE STUD I I- !".'.' _,-.. 39D' --OF PAVED .1BB ... �e' ., -t- .-. I SEE DER. . _ _ S.. t ,/Ha a 2!u I GYP 374•_- _ I 374^ . l '- I __ .... R _.._ 7 304 . 1 M _ ____J ! '13�5 SRO MLlFO Ta 7.407't.DD3' ..- r - i - :' A1VOtf a 12 t(2' OA 3E`+ 625'_t - _ ..- 1.67t' ! ...i t.671• > a ; j t t ' . ;.I 063 I.3431 N 1' R 1 015' 1300' �. OY HOLE FOR TP. _ 77W a H_. 1-'-_ L ...___._} 4 _.-__ .1 A'ERY HOY6RAP a .. e 0, W5' MtSi. 2.000`-_.-i.�• KEY HOLE WASHER �tiYP.) � �• 7.D00- \:J - M* © 'F" .TRACK ANGLE (R 3ZA' "F' TRACK T FLAT PLATED r___.�--�,` CLOG- (W..)•-.004' ,,.✓+'' - - _. .; ( sye•P ��A T/((/�. WITH GALVANIZED STEEL_ - ----I MW 15' LONG . �1jCEN,�..:9, F,-oc3 .375"4 I '. b y .at5's ,'' I- � 1 No.44167 E 375 r .67i•4 . 1 I s * : * ' * i? FLORIDA WILDING CODE (Nigh Velocity Hurricane Zone - - -_- _ ?D" = =.Re75 = H6rT TB PAt1EtO CATS : I4F aAme mtem ec 20 CAGE GALVANIZED STEEL STORY PANEL„" 8 r. 12SK[X HOLE AP --w2,DD0'._ ._ tM A7 PANEL giFA iL E Y ©INC. GL08Al PRGTECTIOItt PRt:DIHtF3N LLC. /',"` S i�� * X7 X1/4 onto FL 33314 Saw ATBMAtTN61: uSF TRNG ten W/Otlf ALUMINUM ANGLE MEND WPc WASTER w/ ADDrwIN .w"�WM"m m'.e.0i6'e"Rp"°"e n ' PHaRe to sw :Ha 6Ax t6�1rA eIn 20-176 = - 7/eticT/3x (STANLE55 GA -mete IPA' - NN ! meeme R` TTTm OR NICKEL PLAYED S7 M). .L 9VA/SAOYsiMe/GME 4Va1EA A Wu,R A`. PE PP 5 rn MItF1 3 or H 1 INSTALLADON DETAILS FOR REGULAR PANELS r DO CLD = DETAILS FOR INSfA1.1ATH'IN iN POM ONME, INTO EXISTING QQURED CONCRETE OR CONCREJE BLOCK STRUCTURE URES R= OR � FAIIM-el a PAND.MA'IE FEMME ro, CONCRETE ANaeRE 1 "; VAUD FOR FEWAR,. LIFE SAFELY AND E Z }WING. ST�]RIIIi PAlE1.SYSiEIef PAIEl,wITE "LDS cR or aa-a6P ,•. i SCNFARZ ON DIET D L 9) SHEETS 6 MouaH� 9) ..,-1 i• _.. _ --... ... - i 2 t- / 1A44 o- 11 r K. 1 wm y 4 �gi i�_" CCN0nf7E 't.. i E.D. `.:.` -, ,i i _kv "tlt,M'p�TecW',7s°ol�,' I ,II; *mum i aH � aN.W t r..._4j.0 1 3 .. I EI `ti. I ;,.; ,'` 1 MAIN i , A Y',,y yp/J•a' .. , l aqp. 1 fi , I I $ 1 ...= E :.$ ` ,' 1 E7a5rinG POLIBIL•L. 1 I I.e., , r _ ' ,' r '' r N,r en L N ,Iw. I 1 � CONGREYE OT 1 t Am'.... t "" --I-- - _ J 1 i li � 9WCX 1 1 - {i) 5. t _ _ r _ 3 1 1 A tnit) �l -1 - •� 1 I 1 4 ,..A ,r ,r ' t . 1 �ka t YA. ,' WW W CASE ® LAN] «. I NWA tall , . , AYC °- . A"AWW' +MN P Ij'-laA w, x°tl�'PHII°MTaY 1 y �bA rP""AaW, i , oc 'rr - j. g reeaAa M. �. I, .10"ift"lat I TP coca I t�'� iWN 1 I \ r. r. antHr^ +aP.PF Ls,WuwA, _11 t Y NIP, AW mil Ao _ - 7': ___ H r' t " , i TN/ 6N, " APPa mPm1. 1 t aNIpW 1 E.D 1 ^. 1 WPOURED ` - I '�__ A i @� c cPLANl "marl" i 0 9MLVmT� E CAKRflF WDOA - I 1 CASED LAN) EXETIUNO I DALE & t' NWOUeYD H POtNED 7/' 1 I CONCRETE SCALE 3 i CONCRETE BLOCK: W4NW ""' F wi wEEMAt'FtE _ H i r y2 r"J4 �w`"N; .►)'ot"' W . T- �l PLUS OR OF TAP-W(RE SCHEME ON "" - . ' SHEETS aR e) all � SNNFETS a ,FnroulH a) f A - - _ - - WNECIBMUNES V&95 SECTION 7 f SCALE 3/6-1' °SCALE 1'1 -'. - IN+. aeWn or% - &a. A �` >L` `,"�mIO"i.Y,. uIW"W,e'M _=IDQSVVNG a NEW 1' WALE .MINES A I/6-- E.D. ,e EDGE DWANCE �� {� ��++pp qq /q *4.eWAPPM _w T9OK AdIM. TUBE OR 1. 4 (SEE SC14EDUE ON - L! M � 7l li�L LAN) COSTMG STUCCO/ P.T WOW PLATE SPACER r � SHEETS 8 h 9) - - SCALE 3I". _. .WOOD a" ( -_.'01 , e NEW I' *= . VARIES A 1/8' " I � f�Tl FOP COMBB41giOH (±� - ; ALUM. WK ON i' . YILOES 1 < BE T� TE � I COMBNED IN ANYOM MOUNTINGS Su CBE AN CASE E (PLAN) Fi `. , ATE A+CHWNS tSU SCHEDULE '51INSTALLATION, SCALE 3/16-I` I • SHCL15 6 nPOUMR� 9)� f 1 .I. Eant. AIa1,,, �- EXISTING POUR _, � MYM1 AAAen Ibcn+ r Khoo a s'. ta*GE1E ,#Com .-: ! lg1�lAF i fi12' Min- CONCRETE oR- COFCRRE BLOCK ` W. rpAttA taUrt pt N6AIER to TrKN PTA saAT a W U 3 M. RtouMEA. TMOrs ~. DEWL FOR 2AI RS @4Iid3M TRACKS ADJACENT 6CALE 3/a.. REQUIRED LTA. TO ,STUCCO/11100D BANDS CODE MOM&I EVALUATION aEMMTNO 204727.82 2 22 TEST REPORTS: Large missile impact load tests were performed under SSTO 12-99 standard as r section 6 .1. of the Florida Building norm pe 1 09 2 o da Coda. Uniform static loads as per Section 1709.8.3 r pe ASTM E-330. Test reports prepared by Amedcan Testing Lab of South Florida, Report* 0814.01-01 dated 03M 1 M2 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219-01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jutio E. Gonzalez P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E 8 and Tensile Test as per OC Metallurgical Report No. 10KMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING G"U.LATbNS' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlitsoo, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walker A. Tillit, Jr., P.E. 3._MISSILE IMPACT RESISTANCE Large missile Impact under section 1809.1.2 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 1S 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. PB'.OnrIC'T'EyAr,uArrOJL�AEPOATr0. ZO-631.T nx 3 S. LN_$_TALUU10N: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 1S, of Product Evaluation Document (RE.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 CONDITIQNS 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 (RE.D.), drawing No. 20-175 prepared by Tilteco. Inc. and Signed and sealed by Walter A. TIIIlt, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2of 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. Tflllt, Jr., P.E. (Florida License No. 44167), President of Tllteoo. Inc. (Florida CA-0006719). WAT,LL O:I TILTECO ADMON RECORDS IP E. REPORT.20 GALVANIZED STEEL STORM PANEL lDR/G # 204761 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10. aW/11 h 7W/II 3• MAX AAHIORS: FOR CONCRETE SEE SCHEDULE ON DOM 8 A 9___._ r MAX - ,,.I, MIN ..o._.___ _._ _. FOR WOW SEE SECTIONS ON SHEETS 10 t 1/ I I. Im. 0 o o b D.M.,O• 0. @+� r r --�- r-T---z-r P T- 1----- ____-r-1- -, r - 1 ------ , t - ,;�I � I 4 3( +)-@ - kv i t( I i� I o^ i I I I ED I i i I I I I I I i f _c. I) ,, i I -1. .� i _1- I _ _. - T _ _.._._ 1 I T + I N HAT I . T -T i I �'I ! 1 i I - 1I 1,_- r i. I I {i i I 1 1 �._. i I {il [_ j I I 7�!1t [_11 UNBOLTED PMaLS 1 I I I I I I .,iBOLTED PANELS w/ 1/4P-20X1'_- - ` i �i -. i,#.S. M.S. 901.E W/7 a' . O/32' ;-r,(SEE SECTIONS A5 I i f ! i C . I NGNUTSoEAaAT�wAwi AiPPUCASU) i I_, I It ` I1(SEE SECTIONS AS APPLICABLE) ( i jj 1 Ii If ipp , _ .. _ _1__ __. .. _.. -__ 1�__1_�.__ _ _ i_..._N.____4 ... l_! { I, i I I f I r f i I I i I; , j '; i + I i.. ' 1 _I f I i D. M.. 4 i- - - - - r i f - ®® O A I .. _,-- ,_ I i 1 I o_ a --lo o I I /� �� ( ,. _. , -s. =- 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, --, 1W/10, 2W/10, 31110. 4W/10, 6/5 SW/10. 8W/11 a 7W/11 _- _.. ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 ! 2_.... ....._.. FOR WOOD SEE SECTIONS ON SHEETS 10 Al 11 ..._' ._-------- __ _... REGULAR STORM FA ELLS J) A ELEVATION N.Y.S. i/4' r WAIL. GAP In agar 1/4" MP.. W INSTALLATION DETAILS OR REGULARP¢NELS(I A d INTO EXISTING POURED CONCRETE OR CON REIE BLOCK STRUCTURES qEQ _ --_ ... .__ AWCHORS: rM CONCRETE SEE SCEDULE ON SHEET e_..- _-_OR REDColTE BLOCK k CINCRE7E BLDOI _. CBNCREi BLOCYI 3' W, FOR 66'r SEE SECTIONS ON SHEET 12 3. I REWIREDCONCRETE ANICHM RLOALL� REQUIRED -__. YIIOtE MMLI.EY) I' Min. eaEOUTA ON 9 UtL ON .....{ ENO WW NMNM -T es W. -.. i SHEET 9) 'RIECI 9) SNQT 9) _-__ 7 T -_ N �� I _.T ��. t,, I - i I i 41 . -- I .� I I. I \t Di : : I 1' I I E.0 E MtAK i , I I r y E H , . I ". te'W-4eri .Q -. A.: . �S U;o; ..�.,. i (`. . , ; �A/6�.ytlOUS wl I �', I .-� . �r�rj11 i t I 1 ^ i- ;WIG WRY e i , t I I: _._ i� ( IF. w1WIYIroN i 1 NIA ..NAM To l ^e ( r I..mlm ll, I i oYEwtAP H N . y f i' I� I -1 r-(P�A OAAI H W a I " I � :_ J I I I T I. ,m'KLst6K T 1 4 ,,yyyy(( 1 QI WEYY O 1 bWEt i II 1 IIQF it I f 3Y- - � i "- 0 - I V9 O . i I smI lffkc�0�"' ��g{{{a I�i�te•I@tK�Y6YR/'. ' Vi a, ""�.' Wt�'TSTWI G `. ;. !".. . i -i - : .. -_ ._... ---( Q I +IMHG rcR 9 aaH _._....._._..I . 1NYq tM rAdi - _---._ _.I I I ., I I I DIXLAP I I IaAIn. t,7 d l 1 l RR ' N . ' I . r1i .. - . I rD9 I j 1 N'W I__ ! Di 6 aI� a , 14 BR'R 3` Yecy BOX 91rrlE'-II i 1 OF 'V a° `-# . -r MR.. _.. (>.Y..�aR IR RIR'E ,' YI,.'. DF L 1 . : i. Y�y MAX OF i wn !i: _ , .() .: : . -... -. .- .ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9,, ._ _ _.- _-r MAXMAT .i ! v 3 Mvr FOR YAW SEE SECTIONS ON SHEET 12 le 716bH,a/3T: - rM f Ea E,D- � { REGUj AI�STORM PANELS . & a ELEVam e u SCALE 3 32 .1 I K at M i' .ire �_"�' __ - _1___. ' 1...E-- '. i. I/ -MAX. GAP 1 4' ., i - I_ r O -AP� 1 Wl4SE witum i.. Tom, _ ..�4'h20*3/4' S.S. BOLT ' - --- C 12 1/2 O.C. CONCRETE ANCHORS _ _... _ ._ _ _ ._ - tYNNCWETE AtMa1DRy - 3 T a9a)MDUL 00 1/a" At". � . W/ EY 2) (Sri sCllEauE UI/ --- SGM)4DULE oN _ZI W SCALE COKYETE ANCHIM PACORLO a)HKSEY s,m � TID WHtCle'REft OR CTiO' A A fTVn_) ._ OR OOtltlL1E KOat an mvum 3%O2`P�T '� ROARED leamL REDOWEO DIRECT ,WR AND WA DWM uwkm SCALE 3/5.1- SFJAE 3fa-t` SCN'E lI... N_ 4'ff„ frffi rOLNAa,AYNnu Or err^Tr�FNc: ED.. EDGE ODNTANCE (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SW ANY INSTALLATION. .1. 4 Cll Cll = Cn _ C0 N U CU Q Q C 0 O c -� ca-0� , U.4-, CD W }? -- CU '� CQ U O , �� ` Fn 0^+ C C 0 W Chi 0 0 '+-� ICUw— U_ CIO .� Cn -0 CU E L ty 0 L Q. F C -0 .0 � U) 0- Q 4 Z Z W J N N L.0 00 >r . C) ¢ C ci A -A C-) CV -p =.K C LA- a- O >.- LV _= N Cm u N-+ " Y W 37 rZ c c v - 3 ec 3 y W W v W � C F �i = • � T .' d S c E a O p- t.3 t_ 0 Cn-,I--, L. 0) W AAC "Issis-111111' +00J U) ICU O L U) CDL CL a) :3 CU 0 a- U a 'a)'^ v, ICU W 2 Z Z Z Q J d SHEET NO. SH 1.0� m t61MiM 1, T * . ON SIRS, 4 WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS J _. .-.__a•_-.._�._ r 7aNW.ra. Rt 9 �� !raa))IHT1 nIM1 mlR "` l � I i/ •rIA • NGF , /4•I i C-� (*R�q�y00 tut �[Rn1s� -,-- - - 2' (ryp 'mP A ptNwi (qF tt►a BD9Ta0RAA i I "EOrE a rAtL.4. R. Bi�EOEy . 2 t(r 1 4 i E iR#tR Meat kRfi NAM. Co. F�►►► SCALE 1 4 : t' AIL p I i / ��I 1 1 3aTa 1 1 , i ANrL E -r N.. PMRL ' 1 T-r-r•F-rT .' r.._. a it>a,G''IHIDpI/r Acne MOW 4"'$M"&`� Awe to Al_. L � Nuwv � tz+waur 1 a ♦ass A..t. -TSB A...+. .4ea P+e• -1A4 P.r i i I :W+4MNL a _( AaNta4t W RM S.a11 9 MaF, n u+11'A 1Tt•OW W4AO / a , _ •^r , ,n• T I I w { 'sf:.vi'(s.ra:E Y� � A 6• � if � I� ��..�� I _ii� t � i�>;' 1 �ANoEaIOM R�!#9AKM4c ' A y] ,/+l�6wu 1s r Y •• 2 A�� i _ -i , _ -� � M �NOl ORION am a40NO0 --1 ' y SECTION suuE Z MU 4•SPLIT STORM L ELEVATM •1-Y 'rw ac SCALE T/ -I- QETAIL(Me aOaNS'+M�OO Mll1LMN_ SCHEDULE ! 9) 1. 31A4 5p}NS NAI.RI FOR AS.a OEAIOM PREs&JRE PN1R!6 • LUqPN 1W�0B Tr560 gg f, -'}2.0 p,R.t. SECTION 1 AV RAttEL mCslor" A'sEi Li i+ °tea SCALE 3/8-1• NOTE: MULLION CAN ALSO E INS LAD W/0 STORM PA/IEtS ON TOP OR AOTTOM 90 THAT O M LOUIQI Al TOP OR BOTTOM OF Opoor (ONE PANEL 00004 W/ TUK TOP a W"tt ) M.4. Nuum STEW (Ft) • REDUM W TINE NULJJON " 4 r-6' 2' . 3' . 1/Ir ♦ 4• A 1 '4' r mM }tr t lA7 1i L� 1 : IAr r..WN+Mwas - 1. �"• +a�1�ar r. ,I. •qfi at rLN T i� d Now e44s D I � � � N SLAM. ,•"•s9R W�fFM141a0. 1A oI<A ., pA� "R r I I 1 ` WALL WOUNMA INSTALLATION - ALTERNATIVE 3WArapr i{ •eeos {( • 2� SCALE: 11 I M � 1/4` m6 Ni •! VT ae r+Y N"P Ai6" rwrNY TORE m,1 { - ' . , ---_--- "" " Nt .INN., •w I MNalm NP N.s1 � BEN _-._----- INSTAWTN3N -ALTERNATIVE f W - " vMa RAOM SY •.. 1 yr r'G "'•.Pm an"1N1. u 1N/AW a 1HML _ _... _ ua wr�a•ru __ ___...... _. `�R gip^' r�R SCALE: 1/4" _ ,• :. .,. CEWNG t naw uou" WALL A, FLOOR NOUN= WALL R/OUNlt19l' WALETION IIIS7ALLAibtl - ALTERNATIVE AW INSCAUATICM1 •- ALTElt"TME SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAKE SONS 1/4" . r MK`TA11 �. TFRNATIVE 11JII 2W A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4' - 1• SCALE' 1/4' 1' ThVFA 1 .-•� a""n s q•1� 6 i 1. Y.r ,H4N0 aNA+ w Nfawp Ta4TRYM Ylp A6RW B®1 IRL4TALLAtl N •- SECTIIN 461 SCALE: 1/4' .. i•T. Nam M4STALtAT10NS ARE ONLY YAllD fOR B1/TLDINGS WITH A5.0. DESIGNLA405UP l:v` TO +55.5. -72.0 "J. AND PANEL'S LENGTH UP TO 8'-B" 1,},GENg •'; iLORIOA BLINDING CODE N( V610a)f HuMaOno L 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO- 2. W/ SPECIFIC DENSFK OF 0.55 OR EQUAL Z.Na 14167 '. z °30ip wend Pic,24 GM,E CALVAINZEO STEEL STORM PANEL r Fes' TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE AIA9NM5 CORC" ANC M (SEE -\ SHEET14)� „�; (SEE E 6 I1m 10 \ PARED OOWJ E \\\ `� J R _ i••sEt uNmtaE ( r DURED CONCRETE MLWW 9CNk3RNE FOR M'T FwNFalrwN I I ro. KAARiKPARAAifON 1'OCA73 �R1/N�Gy�3J �/g /32 (yg7ry M GLASS SitN 0 :IE/z* 01C a WWGG NUit 2: iJ2` G.G. � t 4'br MAnNRE , 4'bt� r 1/i' MP i . IR •, sPE1:(Kiv1s y6' Min tt.se )?a s M (Ott on ,p.) l I TO w u N2 oc DEt i) ro a n ,/2 D,c. i , I )14 on CONCRECIT RCONCRETE•• i OC[ otm KOINFD I DMA ERLTE ANCHORS (SE _ P SHEET 1! i E qAa (SEE 0N % tM CONDIRCN) 1MAiRm LwkC9ETE'^� • . fj GqA. IlLgloL'0 CO.C"ANG.GNR f m1• (w SCHOMA $MEET 14) WAR! MOUNTING MIWALL AND FLOOR iiDUNTING iNSTALIATiON SECTION 1 SCALE: 3/9' < 1• SECTION 2 SCALE: 3/6• - I' NOTES ON NJFE SAFL.IL.S'�iM. P,ygy 'LT„:T�g. IMSTAL.LAtM�N v LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR UST PANEL) OR AS AN INTERIOR PANEL, (ANY PANEL LOCATION IN BETWEEN ENO PANELS). LIFE SAM PANELS MAY OR MAY 140T BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) 2, LIFE EA STORM PANEL CONSISTS OF CAW GALVANIZED STEA STORM PANEL AS PER COApONEMt (� . SHEET 2 OF ORAWNG, THE PANEL ALLIES ITSELF TO BE REMOVED OR WALLED FROM THE ASIDE OF STRUCTURE. 3. LIFE SAFETY PA REOUIRES TOP TRACK TO BE COMPONENT 0a Bottom Tu" TO Ap„tP nTIgN 9E COMPONE�i AS PER 9)1EET 2 OF THIS DRAw1MC. �dy'TC1�....... COMPpNEM ® v BE ILaSTALLED wALL oR FLOOR MOUNTED FOilooNO SECTIONS I a:jE . GENSF 2 ON THIS SHEET, AS WELL AS DETAILS I a 2 O4 SHEET 14. r y1: ` �} 4. N(.. LENGTH FOR COMPONENT 6 t5". 2 1 Max. ANCHOR SPACBNG FOR C M VANCHORAGE AT BOTTOM IS GIVEN ON S Ir SCHEDULES a 2. SHEET 14, COMPONENT MAY E PERMANENT OR REMOVABLE S. SEE DETAILS FOR R45TALATION INTO WOOD FRAME BUILDINGS ON SHEET 15. i'0 �.,0�F S ON A 9 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSTIY FOR THE A6TALAATION OF SPACERS AT TRICKS WALLED ADJACENT AND 9CIMM TO STUCCO/TWOO Rq". ' 4NA LN1A FOR CONCRETE ANONORS: SEE SOIESIAF ON a!aT 14• Fpf wm sm"': so SECIWW ON 1N "' 'a ' If ZA IW/15 )/+, 2/�4 W4 aINL LF 4/4 ), z a TW/15 � 3- r". Mn. IBr1Ril•WrlrWrE.IirWTW �11W1 a IR111191W1•� i.. MMIt✓flones IN I Nil Cl B NNUNN IlB�IiEIJrlMttlBlBt•Bllt r 1iY IOCAIIRN PMEL)f44 sy /15 LOCATION hSam .J ON I PANEL AREA w/XO LIFE SAFELY PANTS LOCATION OF LIFE (SEE NOTE ,6Er-Ow) -. _. ._...-,_ 1'. . A€OIMM PANELS W/ OR W/O REGULAR CLACK'S -.....- SAPEP( PANEL ^-J (SEE NOTE f 6ELOW) . LAST PMA Qj TO W NSwulzo A# LIFESMETM 31pai PAi O EWM6 SNYl ALw E foOMltllD W/ wFAR 1VITNOE 1 Tq RCttfATE IMStALAA11Rr fF MTERIpED 004.E OR REMOVED FROM IRSI ELEVATION to S1Wl SCCALE /w•/�y 7 1 • {-1/4' Na. CAP `•. `•' ! CAP �1 _ iTFiN 1 iM/�3 PAFi1.4 - B AAA "a Ira MDR 1 So! MR it SECTION B-B SCALE 3/32`-l' MMIMUM A.S.D. DErS16N PRESSURE RATING (yt,R•f•) AND CORRESPONDING MMIMUM PANEL LENGTH "L" SCHEDULE M 4 qN N. Msra.n .K. -4VGYW A:L.O: l fl,L N ol cr COUNT" r� MHO! .."S. -72A -r-S. OR ass R W uNm7ft 1 tWA B a 7 .Sl.a -Ta.a a7'-e To S•-r MN.. 2 3/•` LOOom Ep I NON 5 • 7 .I&c. -72.9 >w-r TO iv-2- M"t 2 ,f2• SCJY31,�6�� 6 -4"..", -4 t2.- . OR LESS 3 1/2• • AT UFAr"T" 1 a, a a 10 • 80.TED •/ 1/011 $A MS a WSW M OOaAP A NOLOWI1N OF PANEL M1* IMUM A.S.D. DESIGN PRESSURE e11 Fe (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPAFWINr, SOEt3ULE FOR REGW eq STORM PAHMS ('I) &a INSTALLATIONS INIQ EXjONG C NQ GRETE A CONCRETE BLOCK STRUCTURES NAUO ONLY FOR PA!RS0& ORISTAUAMM A4 PER SWRM 1 THRU 7. ON SHEETS 4 A. 5) NAgRiM A3.8. M5n711 PNESSft ING (pi MNONW Ap1>OiK 9PVCM TOR C.Q. . 3 I/r .. OFILRUMEE To SELNMB j at NIMTHEM OF I MKO" PANEL LORD" v (R.) bf1YR1 Cr 1RP-ORw !Y/R-w PANDAMPT FINNIE D PANDNmn Rri IDoo cmm 10 T000.CRM To 10 OOrNETE To TO OO4ALIE TO TO Stl cmm TO $" NIA N/A N/A 6' VA r N/A R` (f/A I (TOP) i' 5' MIA WA 6` a, i' r i• I •' 1 (WITOM) R NVA N/A WA 6• N/A r N/A r N/A 2 ) r VA N/A NIA r N/A d' M/A r N/A 2 (aOnMN) +SSA -72D IC N/A WA N/A 6• N/. r 4/4 6' MIA 3 a . ('TOPJ N-6' ON L£s$ an LESS r 5' N/A NIA d• r r R' 6' r 3 (COIGN) 6" M/A N/A N/A 6• N/A tY S` X/k WA e S' 0` t' i' a• 4 ! 7 MDrW i N/A N/A 12 I/3' 0 I/-- t2 1/2' 6 1f1' . f/♦` a 1/4' 6 1/.' 6 !/4' : 5 Ole/6Orlow 1 SEE SW31a 10 a II FOR ANMM TYPE a SANDING FOR 1NSTALL0I06 000 ROOK MAW llRpla WNMW MOM SNORMM AND MNNRM WX INSTANCE AK MUM ON TAG SCHEDULE FOR EX. LESS TWIN EOM1m ON SCHEDULE fma MIO40R olcon aT NAAIWT.T4.0 SFACMNa MObw ON WNMAE ITT NE FOMOMRMG FACTORS, MR THIS OP£RANOM TO at Possk . REDUCED swm MAM UBna FACTOR 9MLi. IO4 E 41Ba 11MN NMIIWMI SWAMM MOCATm FOR LAC" ANCHOR not AT *11CH A$ NmDA. AID= lilt f/<•. 1/44 Ile. -. _ y9 .- 1/4% _- i/�r* _-._. rPapN IS FAr.M. rM.bi�e[ TAu-n eN1n-Nn 14A MOM D4OS (W ] 3 ] 3 P 1(i 3 •sglN"1�Na ilax.Ntf we.) 1 a 3 3 1 a 1/t rnsra 4lei P+1 � ] a a ,n s t/x • a 4h A9Yt to 6EIIE WBM7<j ASIDE - a 1/4• LD.. 3/r I" am" wisHm w/ 2aQ" 39. " a a 1/4' 01. Pat PAM LOWHIS UP TO 5•-0' AM a 1/4. O.C. FM IEHOFNB W 70 6'^a' IMIa- OR j1h 10 .�. PANB,WIE FENIF p OR WINE• .• u I T2 1 0. C 1W1N 1 1/Y LO, n, li ,TRIAGED . I NCH 10 NEMER FOR ALL LOOM I* f. I. T 1 1 1 - `, 1/4• HD. «3)r LONG iR40 BAI/-- ss M: 9 a tp• O6 Fit NAME, LOOM UP TO 3'-0" 6 FOR PANEL I OR to a' Mb.. N4' 0t FOR tELUM LIP 21N'`MAR LE 0 ON FEMALE O OI OR iA%W 1 W)ppW;p I ! I} 1LAII12 RWELiaTE PLUS w 13 1/2' a c RICH L PLUS ; It FHRUGM, POSTRAnOM AT OF VASLW0 OW FUR FOR - ALL LENGTHS UP TO S,_r M. sw S01tE 3/M t' NOBS; 1. Iµ$7ALTATIONS ARE ONLY VALID FOR BUILDINGS WFTH AS.D. DES" LOADS UP TO +55.5, -72A PSF AND PANEL'S LENGTH UP TO V-8" 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC. DENSITY OF 0.55 OR EQUAL i TOP k BOTTOM MOUNTINGS CAN BE jt COMBINED IN ANY WAY TO SUIT ANY INSTALLATION . - STUI (12 TO INSTALLATION DETAILS FOR REGULAR PANELSC D it C INTO EXISTING WOOD STRUCTURES 1! -I�iJS fA,a N090 KidP. r t�,'l I i 4 J 0 ( y r E0 k (3 N 1 EnI rl tin` { k y _ 3 R.. ED,,utff MW WAM i4 t i wiaum i 1 I ALTERNATIVE 1 W SW.E 3%em 1' SCALE 3/8-1` L BEE SCHEDULEV Ir x a T w aEw, - 1 To suss. i*Mo) ��sRspT� 1 • +a +fY ar. Enl D En ES EQ L.1 4Y-may+• SS - r000 PIAIE ) fNy MW ttA6NR a r ac AW ,i TERNA Iw. or PA M 11 f W." � TM.Li 1� r 6 paRlpN "RAID 1K•Ni i/9.I' SCALE ]/a-1" AWX A MSM RT AIANT aIAT 1,111KAI f Aw4AN64 � -TRACKS NOT SKM FOR CLAIM I i' INTO) { .--___.. ._._ _ PANEL ANCHOR ANCHOR OR DIRECT TAWM - SPACa4 SPACING DETAIL _ 1 : WALL MQUNTING IN,�[�jIj10N (AEPUCABLE IQ SCHEDULE 11 SCALE,' 3/19' - 1' MAXIMUM ATING (n.s.f AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (8) FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES scwix iE # J - (bJ6: Wu .:! . 3 1 P2• STUDS 0 EVERY OVERLAP (12 1/2' O Q) TO HOLD PAN EL s/6, Ill (CANE I) 3• MM. (CASE N) (•-..-- r ouaw A3.p WON or TRP-ARP Cp"_m 0 PANDAM FVAUE 0DEM W.ELMOE RU6 CIIONS a RiAypR4OR PANEL PRESSURE -A .. 1O .'M 70 GONCKIE ouloo TO CONFAEIE aL 10 - BLOCI TO MiCa"I WHO COMIMFON OF THEM Low.'V (A) $` NIA N/A N/A 6- MIA 6- N/A i a 2 (TOP) 55.0. -72.0 g• T D` 9• 9` 9' 9' 9' 9" 9' 7 (BOTTOM) 51-0' OR LESS 6' N/A N/A N/A r N/A 6• N/A r N/A 1 4, 2 (TOP) +55.0 -72.0 9' S" 9' r 9' 7 1/2' 9' 9' 9` 9' 1 (BOTTOM) '-0' TO r-e %:O -T2.D Is -N/A NIA I N/A 6" N/A S' N/A 8' N/A 1 A T-6' TO 8' <• 9• 6• 8' 6" 6' 6' 6" 6' T (BOTTOM) JM Asp WAWOLSON TOIL t ..1. I ICED a d(r M nOi TOP W mNtl OB[ M (m0 9 r RAN MN ESP W AMU) APIPU E Coml OF THEM AADSMUM PANELP*MWK LENGTH `L' LAP - 1p- 52M 449.2 6_"3' r --GOMM 4 1/2' 4 1/2' 2 (BOTTOM) 7'-6' OR LESS +52.5 -66,0 3' 3' 4' a 2. (BOTTOM) 7'-6' OR LESS .55_0 -724 2 1/2" 2 1/2' 4' 3 1/2• 2 (BOTTOM) r-6- OR t +55.6 -72.0 2 1/2- 2 1/2` N/A N/A 2 (BOTTOM) r-6• TO 6'-0" +55.0 -12A. N/A N/A 3• Y 2 t@OTTfM) Y-8' ICI 8'-9• ALTERNATE LOCATION AT ENO PANEL 0 CODE }/4• SEE ,!' SHE �IKTUNOR PANEL 1-ENO PANEL -- 3"-- J;FOR n FiCt •,....3• _-= "SPACING NNSSP AMOM � /'-3. Min ►1�++r♦� T�F�►1 )� DETAIL 2 FLOOR MOUKUNC� J23Lw1 tAU AIJON (APPU -ABLE TO SCHEDULE 2 SCAU& 311r a 1' MomM d_A45i,R DESIGN EBE�L�JRE RATIN G [Ds Af AND CORRESPONOI C MAXIMUM PANEL LENGTH "L" SCHEDULE $AP3.LR'd�LLE-SNLL'..IO ,3E15.-1Jt.+ L'RILATEiR..ff1R L_4T camT STORM PAR: eKeeu ON olurl 13 INio. 44167 1T NrNA1MMNf A4.a p4sRN Ib.. PN'Ip ,wWPI rReMaw IANAM 1• (E) MARFA, MTwE1MpR yap NaM3 MTWE >) 1a Gum LYI0610N "IL0. -71a Y-r S 3e, U.apU® SEE MEET id FOR AKVHM TYPE It SMCMO FOR MSTAOAt"6 INTO WOOD Mi* TRAAM MPMRRI ANCHOR SPAC•O6 AM HMMRA W" OMM M MC NOKY.tE:O ON THIS SCHOMAL . FOR ED, Uw THAN MOOATLLI ON S1mmu INm110E JAC OR SPACING IN OATwv" SPACING 9001 ON SC MILE IN TIE FOUZ" FACTORS. FOR THIS OP 11140 TO ME POSSIBLE IRONED SPACING OarM U UMPS FACTOR SNALL MDT E LESS THAN 4NIAAA SNC.IC MOCATED FOR FACH ANCHOR TYPE M ANCHOR$ LOUSE 1/4)• i/<'. t/<S WIN 1/4iF Nam IIPE _ PMBAMa� MIaRM3 F.r4aN v NP-aPP FMIr-N IK ARa s 6PKRM 3 -S 3 3 2 fA •4NMePRarO n') J 3 3 3 3 P.a Haft Y RS3 3 3 3 1/2 3 IA 4 A09i1.9M. Q91W � taIQ1ON It0 im - T• _- IAp - ai - s NAAA) ONLY FOR AS PER SECTIONS I THRU 10. ON SHETS 4, 5 * 6) IA43RRM IIAYRMW ANCIOWS WAOM6 FOR E.O.. 3 T/r - AS9. DES" TAKON CF 7AP-OW rxN-4 PNd3-M IE FEMALE ID PAMBAUR vLr% SGIIO m APFUCRAJE A ucnows 0 EamNw aM4L RASSU (Psi) TO CONCRETE 70 CDNO]mTE $L CM TO CONCRETE TO CONCRETE BLOCK TO CONCRETE 7q CONCRETE MOCIN TO COHCKTE TO GOOD" AOO, TO CONCRETE TO 00NCOM wow TO CONCRETE ro CONCETE al.oa ANY NOON OF THEN LOOM 1,' (it) 6' Fi N/A N/A 6' N/A 6' N/A r N/A N/A N/A 1 (LOP) 9• 4` N/A N/A 6' 8' B` 6` $• 6' N/A I N/A 1 (BOTTOM) 6• N/A N/A N/A 6` N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6' ) N/A 5• N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5, -72.0 6' N/A N/A N/A 6` N/A 6" N/A B' N/A N/A N/A 3 d 4 (TOP) >7-5" TO W-r OR LESS 6" 4" N/A N/A 6' 9' 6' 6' 6' 6' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6` N/A 6' N/A 6 N/A N/A N/A 7 (TOP) 8' 4' N/A N/A 6' 6' 6" 5` 6' 8' N/A N/A 4 $ 7 (BOTTOM) NIA N/A 12 1/2• 6 1/4• 12 1/2" 6 1/4• 6 1/4- 6 1/4` 6 I/A' 6 1/4- N/A N/A 5 (tOP/T rom) 50.0, -53.3 N/A N/A 12 1/2, 6 1/4' 12 '/2' a 1/4' 6 1/4" 6 1/4` 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) ' -r TO IV-2' +55.0. -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4- N/A N/A 6 (TOP/BOTTOM) '-9' TO ll'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4" a 1/4" ' 5 1/4' $. 9. 10 (TOP) -4&0 9" 4' N/A N/A N/A N/A N/A N/A 6' 6' 6 1/,v 6 1/4' 8 (BOTTOM) OR LESS 9' 4" N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4- 6 1/4` 9 (B07TOM) T2'-4' OR LESS N/A I N/A N/A I N/A N/A I N/A I /A I N/A 6 1/4' 1 6 1/4' 6 1/4' 1 6 1/4' 1 10 (BOTTOM) SEE SHEETS 1S, it AND 12 FOR MOM TYPE A SPACING FOR HSTALMTIONS, NATO BGOa RMM 01ADM0. W4WM AIC OR P%CFMS AND WJKN EDGE OVANCE ARE 001CME0 ON THIS SCHEDULE. I" ED. Im THAN MOMCUED ON SCHEDULE DEDUCE ANCHOR SPACING a, A"I t"Al SPACMO Show ON SOETNLE 9r ED SORAP$D US" 'ACTION THE FOUJYANO FACTOR FOR TH$ OPFMIOI TO RE POB KF- REDUCED SHNd.L NOT at LETS THMM will" SPACIN; 0009 0 FOR Ol ANCHOR WK AT MNOIONS LEC NO. ANCHOR "M .ri/4. ' . TMGGN 1/4•• __-- Or TY.aY 1/4'• 1/0. 1/e. 1/4'. _.. __. FEMME " .__ _ fta .__�. OlR-RN W,,,, W. MCHO 9PAM 04) ] ] ] 3 2 t/E 3 4AAOMOiT�•9 �[4.r4M. D..J. 3 ] ] ! 3 } 1fa IA. RILL itYWAle It {Nj 3 3 3 ,ja 3 1/1 4 5 1f2. !Waft m BB! OWN" F AMC 10 R 2I r tm tJN - tm 8] ] 1 •'_ INSTALLATBON_OUAILS FOR QEGUIRAR PANELS 0) & 1a INTO EXiSTIN,G b= STRUCTURES I{ _ I' 14-10 PAKLMQE PLUS ';� 14-10 PMELbtiE PLUS i1 TO 111,000 LJOSTINO WOOD HEAO�ER ToJ!{) F)TNTN4 WOW HEADER Oilf " r § T r w _ CAW 1, , ...JYMOw _ NUT a 4tek I Or • ye a0w sNo • _ 2 a at (MOOD HFA"IER 1' � s 1/t Ot INN,( I _ _ REQUIRED''' �N Ir o MASS. 4 ro GABS.,,, N , t WIiEr R NOR Mr. 3 10i1 Ifi SE•MtpM • Max. PANEL. LENGTH Mac PANEL LENGTH{..t/4'.-M" SS (SEE MOTE 1) 1(4'N-2@t• 6: (SIT NOTE 1) 3 /31� T Nlr as Ir/� • OOR 4ME'NUV' ,._...� � 4i MAY 0R/6M __..._ _ N J SOR dot �ry� OF v OF CLAM t NA d -.3 a WMO�,t*f prair �D aIMN'i IBA it�. _ t a 14 i/f' OL inn _ • ,Ir ne I - � I iM10 PAMEIWTE PLUS PE34TWAGER ro I, EXISTING wDOD N[AEN i t Nk - 1 4 T '3-_ _NANO !RR • { a.aw mac • R ,(r 6t j y H t 4o SCHEDULE ON ' So I ' TO NNA$S --- - »-..•� '.. AbN PANEL TENON, 1, ii. SEE NOR 1) rs r/ 7/6Y •6t1AF DARN 509 ® AMr 14, 4'7A'e LAG SCRIEVS 25.4' WOOD PULE IJ ?'M` WIO00 P1ADE _ .: �/1ary 2'.e WOOD PLATE _i --lib 0 �Dt 4/1' PEOIARED r,., _,%Ih TO PANEtlA1E PLUS REOUAREO fin. REOUIIEO -` PENETRATION AT 4 1/4' Q.C. W/ , 7/9' J - WCWWH OF PLATE i . i AM WORM Of PRATE , ; 1. I, ». --.. __ Q.G. STIED W/ �rM 6Y WN ..__. AATRJAINISM EAOW OF PUS 1.. '.� SCALE 3/5./5� AlilSGUE 3/9.1 SCALE 3/6-1` NOTES. 1. INSTALLATIONS FOR ALTERNATIVES BIN. 9W k IOW ONLY VA-10 FOR OUR DINGS WITH AS.O. DESIGN LOADS UP 10 +43.8, -48.0 P-..1. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOWL, NOTE TOR-^."RGIATr84 f�' irCDDNS: TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATIOk ^W ^W i � _ cu O U O Q O C .&.,, C6 -0 � �- U) O ^^ V! 0 � 2 O O O /0_ cn .a cu cn N C� INSTALLATION QUAILS FQi� OPTION j I FOR LIFE ; AFETY STQRM PANEL MM 1/<lY2 LU6$,,SOCrS w 6' ac w( I T EXIS G YI�QQ,} STRUCTURES TG1bNB1Mc1Raw a nw CD 41 ED So at St J ^' j W ! cu T- - "`r" REOGNEG O 7 ws aa• I ,12 Motj�I6rERNATIVE i ALTERNATIVE 2 Q S IQNTS�) (SEE• - I R� WTMiwiaPEEgfuls 0- 1 W. N,41 07 I I MAWL U ON swr EO EOf I ' fiO{ ED ( _ \WOW PLATERDXVU O 1 -... •096 MR I c f :L Rm1W1EO Bit.. ALTERNATIVE 3 ALTERNATIVE 4 V N r (I iMAc i"IE49p poe�R. d2 ! 1 f/2` W Hfs'Lp.s/D' LONG MASH amso G TV /F:� 1/4v seam It Ms W a aR LOCATIONS `v pMItNAx,E S' o OR ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR PAtI uMn, PUN a r ac ♦ , iJ2' MIA. .+y.E- $/r - ,• M "HAM PNE"MU" TG PLATE *GTE :. $"M "O4om NO SNOW no alear, WALL MOUNTING INSTALLATION A p TILtj ALTERNMIYE 1 W *Qy : N GE ' W SOME: a/e' 1' � 3: 1a �` ••'• 7 FLORIDA BUILWf1G CODE MI h VelocIfy Nu(FIOOM 2ona rp a •Sma RRCD. INC. 20 GAGE CALYANIYEO STEEL STORY PANEL DAMON vl,. Z ,..03AIMSTAUATIONS-nO For ONLY MUG PLo au a.vAs WITH AND, AEON LAD$ w TO H14 DAL PROTECTION PRODUCiSR LTG. Qmi M/ +SsS, -72.0 TIN lap RWdl'a ti1pTl, DP ro E'-r. OTM/:O7e s4,�1 IL ECOINe- 2 FOR NEW WKTOD FRAME CpNSNIT"Of WOOD MPAIM TO E SOUTHERN F 40AN , 6i 331. Z POE NE. R w/ saEOFIC EIMfiY OF 03a M 1rawH 'AAry S,S(• • is / a NY RMa. FL FAX ( NMNNNIN i+NA/IN . ]N1 a. .. T41, ,wawa aAat RIO1C lRe4)w-T6N6. FAX tRs4)Er-am 20-178 Iw : pNR "t-,WN i " PWa 4M-14n N.. Y now" MM ►E. RX/sWN rov.MAN CA -omit w1tEf1 A iNfi A., PEE n-atl INN.. fANRT 13 ,w 2a J SHEET NO. SH 1.1 I 1 _ 1"AR: 1 •.7 r.. I _ II ( • ganup... 1 111 µ . -.. _ -__-.. ... ANCHORS (SEE SECTIONS ON SHEETS 17. 18. IS a 20)----. 3• MAX. 3MT7. AA/t7. 51yt9. 31J+7. 4•/17, Se/19. 3' MAX. I' MN. WWII. IAr/» ! &WI20 I ► ■w/19. 71W/19 a OW/20 I• D.M.or04_ I I I �wSaAAe SfOb PAIf[ I tell 8Kl'ft SIOY 0.M1 �W �MQ A - s f, L 1 P LfHGIH A1M9'A - f (SEE .'` r .AK+ AT 9I A 1 (SEE $CHEDUI.E) aYNMN i . K I - wriff _ i....f � -- - e D.Y..®°F� - `�• ! _ -. _.._ 1 -'Mk'w• Yea MR a MST a Me4 R•45. •-atveA►- �� WX. W17. 0/17. 56/11L >SJ/7, %1I. Skills. 3• MAX. 1• MIN. 9AW/1Q 7Aw/» a MW/20 E i6� •w/,9. I1R/n R w[J30 1• aN. ANCHORS (SEE SECT04S ON SHEETS 17. IS. Is A 20)- OPTION #2 FOR LIFE SAFETY STORM PANELCI) ELEVATION SCALE 3/16•-1- lie WALL. WP bJJ 01� PIN Be _.paE wuM OU�oR® SECTION A -A SCALE 3/le-,- MAXIMUM KS 0. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION 455,0. -72.0 B"-B' 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM , I( �� ,,-- i` 4k.I•FL�`� i .' -" I � II lkaDr -,..- ," )yi. ,,. �IEADFR f 1 4Y TAPCON e r O C. D - ;} - 11. 4'e TAPCOD a e• O.0 -r ....GALLS 1%2• YN. iN7NJkL •, ,t.J4•P iIPCON a s• ac. .� -�.-. q , Ja'a TAPCON o •' O.C. - _".._il j{ A7 WOOD : Ii nM AT 'WOW NJI 1/2• MW. i W DEO _ s 1 1 nIRFAM PFIRRRATIDN Ai MOOD wD00 It't HFTApLR HEADER)' (1 HEAOEA HEADER 1 ice- 1'/4' A" •/:' 1,/1' 1%2• Tile 1%2' 1/4• 2- YyA.- I MI5_. IfP ® Mert I; IRr. 1.._._ ILS� 3 j G G PANEL LENGTHa LXGTNG� "•• wPA1IAPeu CUBS ( yp ply 9[ET 1N i EPsnNG MA. 2vNM1KN 1•Mee. �,gS -.-) ro aRffi 1- s>ASS a Wt7[ 1 i'I(SIR j (YL NOTE 1 BELOW nI 'OnIENCi1OW) i 1• Wa. LENGTH DUST"( WIeN i EM ,,,. :i_ BELOW) "Am R4MS ( _ .; (SEE NOTE IPANEL A L'rn OU55 cm (aX iln®utf ft s4ii 1R} I I I i 1/I'r-m.l• K- � .... _. `- GAGA CLASS (am F'-(OR ow Ifi[ _ i aK s¢T 1i) F A- -, t/4'•-2mi' �. WJ -_ ... ie�'lo l Nu3Ju- lile" TAPCON a w/7 ijz i . .. _-- iMIN. THREADED . . IPENETRATION Al roruTH a PLATEr •- t e ® Mi CO =• ED 1 1 f' -'` r _ _ _1 1 r/ I - COi cart. �. _ : I Tile• /MEDIC r IT Fllo . 7�a3/�Hl nc 1U r/ ;/e•.. 3/32 Ynlla NAR MAS/YR a 11 1/2D.0 T./B'0 . 3/3I' erlO - ilrr nNsen; (BEYOND) WASfIR a 12 1/Y oc wASHTR (EwMD) _ -- 1•'4C. (9TROOEPED W/ Truall 4.C. ( T3rA000M W/ SRID) 1 1•• IN • r D.C. - ' 1 THREADED rl N THREADED W i 1 noN RT MCWOTM aWDPLATE AT MV OF PLATE .• , .•_. - T;.RT YOnN 107N OF HATE _. _ ' ao PLATE .IRE IOUIEOwaD PLATE 2 REETA WALL WALL WMAM WA�OUN��NFOUK�EOaftim sC/AE 3/r-1' A•�, i�� SMILE 3/8--1- SCALE McNN 3n•-H'TIL(/l•.. A'�9 SCALE 3J8'•t' ENgE• FLORIDA BUILDING CODE (High Velocity Hu care, Zone 1. INSTALUATO" BUILDINGS OINK» VALID FM BUILDWITH A.S.D. UP 70 ,S&S. -72-0 PST RIND PANEL'S LENGTH W to V-r DESIGN Lows q N. 0. � .2m `%ACC. RE, F.P 20 CAGE TIME .k s GALVANIZED STEEL STORY PANEL F9MN e. 2. FOR FEW *ODD CC$BTFK W WOOD MEMBERS TO PNE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL BE SOUTHERN i G ��• - __ _ PRODUCTS. U.C. Vlfx/E IL ECOIIIC. OIOBAL PROTECTION A,aaT WW .$o ''.ry�lFsl. 3331 ..... Al .. IPA• P. r > rAwM 4e0t1 A > Peni (a4J rEr6a 716.He6-ml 20-176 - CA, mF �OOGBf I: "I ---DRI4MK N.. PIN//IQ of 11 PE �iE GAGA. F. .n. I[tw "LIMA IAMT Jrnow, PY Y n-w - aQf N al 1e COMPONENTS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) 15.»6' (TOTAL WIDM)__ - _- _ -.. 12.500• GAGA. -..._ _-. - 2.250•-2.591"-•.- �. •� - (EFFECTME I�-2.250 fJY�• -. .__._...-3114• / r135D -. .._t.3?O'--. ,- t.)50' - •'•_500- __-H Tk xy5p ' �FP 2,244• TM / I 2.657' O.DSe- MN tl.cK HE+MEO ..- 1 r 3.SDo• x.SaD- 2.OW 2 'i ! , TYP. Arm A-663 - HEMMED+ so EOCE DETAILdJ l A �15 1.2N' GRAM M19RYUM -,.yETAN.A 45$ G-® Cµv _._i +�q 'y��• • (. F?S. t ..L� S ( --2470` Q STORM PANEL - -- 2A70• - OZ REVERSED "h" TRACK O REVERSED "U" TRACK � Pa!AEL END UP �f W/ NBAIED DOE... ' N .' ? 3 -.ISO•._ .750257- rlw - ry " M p ? 13 750' II ISOMETRIC VIEW DETAIL A 2.000 2.000- I J ROUNDED CORNER O ENDS OF PANEL'S f25. END UP W/ HEMMED EDGE (N.T.S) 750- I - ' 3 x�0I0r0�•�.-M-t�.5•Ma.�. _♦_W.�_c O ".t TRACK ® �._�..�LA ® '1 TER'- ax.)3YR ANGLE 4 1t4 I. 6051-TB Alum. ALLOY n >�• . � I Goss' R7PJ ��'� A..r+A/l 1_ _I � IT: FLOfMA LRCM "Eli NC B"NG CODE (High Velocity HurilOame Zone rs. f--r MDK -'� WE OF _ ��'•. - • e 20 GAGE GALVANIZED STEEL STORM PANEL GRAN et O7 3•"x3W(Max.) ALUM. ANGLE ® STOP am OR- NA/ I�O )Ne L PTCTOti IwP9RWODUCiIF LC a2'0�-9 T I" LONG INNNN OM6 60-T5 Alum. ALLOY aPe Ra .t,a W."m MI Plow. (MINOR RA176 P1. Stu, xNuuWE/DA1E ri-aWa719 t•l1a A Jr.. PJ: In1 R- W DA,M9Y Ib: P-•e • SNIT 2I I S POURED CONCRETE_, OR CONCRETE BLOCK *to~ POURED CONCRETE POURED CONCRETE POURED CONCRETE.OR CONCRETE . BLOCK HEOUIED 1 OR CONCRETEOR CONCRETE BLOCK REOLIRED 1 ` BLOCK Fs4uk4w 1 \\ 1/4 Fc- 1 - Me.. E00 j" CO0 \ r. l LO0 '----- [. .:: oNT WCONT 1 ' Mwr1PPWMrllvPi W -® I Ya OlM10Y W ) -� � 14 iVWO� we � $ Gp� MKa[[ a GS1 r- lom�[A�a ± 1- Sus l�ne '• CLASS In 9 A i �'r •I EKm1NG.J � rr � I � r i °m 'a � €g w �dj i (631 W K I e• y 1 - �q s es w T/e'N , W ; �' y . TID'•,aR. ,i Ji Iry ..a MP • ��- ; ---�- _ ! 1 .`.7 orNAr 1 _ 1 1 , 1 1 j -Ep0 �6. .fE.D.• � 'MITI►/ � C• 1/2' :• i 4Y-2NUf 5. as. W/ /3 W Y/Cba/32 fYdO WASHER%6•.AS/32- !2 ,-, 1 4Y-•2o,3µ•S.S. MS, W/ W"66 NUT WASH" 'QT . 2' WIND NUT \7/Iff . 3/32' wN0 (BEYOND) (BEYOND)WAS" C-aK wAS1ER 0 12 1/2` O.C..C. �'KF1U1 wA4NER (Bi1'OND) i TAPCON ANCHORS 1 '4' TAIKON AIK916R5 -.GIB _ 1/4 TAPCON ANCHORS �i 4 1/2' O.C. 7/4' TAPCON '�A1 (SvINXBOED W/ STUD) 4 1/2. O.C. (STACWn W/ SRA3) 0 4 1/2' O:C -POURM CONCRETE.D .. CONCRETE -OURECONCRETE POURED CONCRETE eUNREQ CONCRETE CONCRETE BLOCK OR BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK TNIGIN NG- OWAUAIM WALL MIIIl NG INSTAI i ATM MALL YOUI " JQ� �:L f MOIi�INSTALf ATK)N O REOL LAR PANEL SCALE 3/e•-,' e 1 SAFETY P Ncl SCALE 3/e'-,' e SCALE 3/e'.,• Lg FETY sPANEL SCALE 3/6--1- SEE-- TYPE- to a m ran ArNM Ao1WH TYK i/•,• WY W s FPACKID •,sTMJAt1ae ert9 1eooD Ae. TWppR SIMMONS IM+) [ LO WONE ANCHOR CDCEWON"DI TANCE SPACINGS MID HwHIw ON THIS [OMI AREED •1o= aaMPr 0.J ] UILE FOR LESSSONCATOW so4m E FOR ED. LESS 7IWN OWAIM DN MULTK E REDUCE YOmm 9TNL7q 9Y TMLYW SNNONG ON BCMSAAE R0.MMJ A69UIl L4 IIIa19R N TINE FOLLOWwcwm TO ING; osswE. FOR TMS BY RM. M LETAM AOR TW 9 N THI nSCHEM rw CAN TTRTw IIPE aN TIS SaIEOAAf FLORIDA BUILDING INSTALLATION DETAILS FOR OPTION A2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I 1/4'40 TAPCON a B' O.C. Y GA GA. ..1/4•• rIPCON a s• D.C. ,, I IS/I 1/2' ANN, tHREAGM I'..' HEADER T10N Ai WOOD I,PENETRATION AT WOW HEADER MIA. MOOD HEADER 7'.'} 1._ .. I W000 HEADER_`.-_ REOLIIAED -- 1' €, {� REQUIRED AAis SuamroN ' m 6KA65 _ (SEE a MAaT 1p HOT 11) Ex6TRNG ' CLASS' � I , } NML IPNIA,OI CD To t� SOI@AA 'L, LAW EXSTDIG OM aeEl 1Q awss ' PAIR LENGTH PANEL LENGTH (SEE NOTE I BELOW) I/4'f-2W1'„ ' (SEE NOTE 1 BELOW) SS M.S W/ 0 , 2't4- WOOD PIA" -.1n'f A 3/32' WING NUT REQUIRED WASHER e 9 1/4- D.C. I /14-10 PAIELAATE Pik IA L6 1/4. O.C. W 1 7/B' . THREADED t7DN AT MOWK" OF PLATE IMAUAVION SCALE 3/8•-1' Y21ES 1. WAUATIONS ARE ONLY WLAD FOR BUILDINGS WITH LSD. DESIGN LOOS LIP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO B'-W 2. FOR NEW W000 FRAAE CONSTRUCTION: WOW MEMBERS TO BE SDUTHERN PIE NO 2, W/ SPECIFY DENSITY OF 0.55 OR COWL 1%«RB SACHC L/2 3'/24 Pr (SR NONE 19ELOW) Y/24 a 1' 4'/21 '• '" V (SEE 1MTe S n�At a armtows 2A ra woo r-: sa SEttw w¢i 2e Ma. 1• le,' I i SF2 NM x I 4 1. l...11..' I•. A 4.960w ... 1...� i I I• .i ,� fWR'Ipf PMe{) � I i 1 j f � I � ._ 1_. �.. •.I `V. � I i (jMINION � L.!- . I i : I PANEL) �-r1rT-T i� , I I� �T • !I I. �l •. I• T-'�r (DID �. BR IIOI[ Y, A A ef1OW I I �� ( ) II i.._ patr9 2 IBM" Y � -T - T Pii W/ a K •L• 1 `3._ aFc mG.c . A•unl - MR cDIRW[i[ A1KMR8: s[f 90.OIF3_ 3• -" 1' iAnwee IC"IMULE ON SHUT IS; TIP WOOD NCKE- ,' IWa IIOR 3 SO XCIlow Oe smw 26 OR OR at W/0®'© t, • OAST OPENING SHALL TD 9E •SrH[fD R fAa+ TYPICAL ELEVATION FOR SERIES jGQQ RILAR H LEALWAYS ATE=E0LLAT% IF W ENDIOD TO NWAU NBi E-Z HANG STORY PANEL (fl SYSTEM F RV fL NBTAum FROM a " naloE D< srRUcrAn[ r-1/4' Mr. CX - ,/A• Isr- DA• T-QRv09r/o©•0 'Low NOTES E - Z HANG STORM PANEL. SYSTEM CONSISTING OF PANEL . Cant. TRACKS TOP a BOTTOM. (2) (ED PANELS SFWI ALWAYS BE CONNECTED TO SOTTOM TRACK OTHERWISE A STOP BAR (QJ SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF ENO PANELS ARE CONMEGiED 70 ROTTOM TRACK. CONNECTION SHALL CONSIST OF 20il/4' AS. W/ 7J8•+M3/32' WHWM NUT OR IJa'a3/4• Mln. THUMBSCREW MITI TAPPED BOt7DY TRACK LOCAT7a1 OF FASTENERS MAY BE AT EITHER OF LINO EXTERIOR FL41 RANGES OF END PANEL (4), IN CASE THAT END PANELS An NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 5 ONLY USED AT TO►) AT LEAST Two FANELS SHALL BE CONNECTED TO BOTTOM TRACKUSING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS RACK MAY To BOTTOM TOCCUR AT ANY PANEL IOCATXIN (5) SEE SECTION 1'. V e 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEER 25. --...- 2't4• WOOD PLATE a _7/rP . 3/32• TANG NUT REOUPIED WASHER a (BEYOND) p4-10 PANElIATE PWS : e 9 1/4. O.C. W 17A. MIN. THREAM PENETRATION AT MIOWTDTH OF PLATE WALL ALTERNATIVE e9W O UEE SAFET+! PANEL (; SCALE 3/8'-1' 3• Ma 2'/24 W V/24 4 PD'tHT a (NEE Nort J Boost • HRA.COCKM AODCM lq. 36, Lir T11, TH11 I'll L! - - -F/O Pi I,� owNEu iNroeD�'P»Ela ino PAH�Iijl I BELOW 3. 4 BELOW � nD Pxi¢'s5"FI -� 4 4 / -T 7 H 4 i • -- •a PANEIMATE (TIP) Ma l (�1�1_ _ ""r�"' (ATEIATE LocAinN A7 �PAI l I/r , 1/E'' AT E1b PANES) 16' • I1,5T PM hi TO BE RORTMLA'D AT EACH OPUNW 9WZ ALWAYS 6E PRJVOEO w/ TYPICAL ELWT10N FOR ITEM NOW TO FACILMATE NSTALLA. F eITEfOED m BE INSTALLED FROM E-Z HANG STORY PANEL SYSTEM ""m or sfftcRAE- 9rwE 3/ST' - YI -- CAP 1/4• Ka: GAP 1 1 SECS e;IECna B--B-B SiLENo 1 yQg3 9oW2 1VSa' - r (1). DEFINITION OF SMFt TOM E - Z HANG STORM PANEL SYSTEM CONSWAD Of PANEL + rTRACKS AT TOP a PANELMATE PLUS OR15' LONG BOTTOM W/ PANELWTES, (2). END PANELS SHIN. ALWAYS BE. CONINECIID TO EXI,�[ING BILE WAEE 9Y MEWS OF PANELWATES OR, E USED KRY W/ 15' IONC 'H'G). TRACK AT BOTTOM, ENO PAVELE SHALL BE CLWRECfEO TO W/ 1 4'f-20P3 4 S W/ 1/! " tE/i2• WING NUR M 1 a'►-2 , AN, .4 TAPPED (2��CQH AS DESCRIBED ON (!I OW). (3) FOR CASES WHEN END PANELS ARE USE MNTEY W/ 15• LCT Q AT �(trTOM BUT END PANELS ARE NOT CONNECTED TD BOTTOM TRACK lr STOP BAR @J SHIALt BE PROVIDED AT TOP OF SUCH PANELS. (a). FOR NStALJAPONS WHEN EAO PANELS MVO SOME INTERIOR PANGS ARE DIRECTLY MOLANIEA To EXIS ING SR I WALL MEANS PANELNATE$, ORE INIERtGo PANEL MAY BE USED JOINTLY W// TRACK AT BORON ATTAasNG BOTTOM TRACK TO WALL W/ TWO PAHEUAATES FOiLOWg1G SHOWN ON ELEW�TtON AND w/ ,�,J 12" NOrr NEMi EEEDD TO WWLCTm TO FANS_ T K V SUCH THAT ADJACENT PANELS LEFT a RIGHT SIDE OF PAINU) HAVE THEI R OVERLAPS RETAINED BY %2 . INSTALLATION DETAILS INTO EXISTING POURED V4' TAPCOW ANCHORS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUM UR S I/a' TAPCON ANCHORS 9. O.C. f 9. O.L. POLOW CoNcBm POURED CONCRETE OR CONEDCRFTT BLOCK: :� TE BIOCN i ANEGPLIPED 1/4 1/4him 1/4 1/4 FC - ) See. G fD• j ...�14-VO•• PANEMWT PLUS W/ n'0 . 3/32• WINO NUT 1WSHM • 5 1/4• O.C. 9WEDaJNCREIE •LOCK WOWRO WALL �tlSTAL1ATM js DEL SURE 3n'-1- SET » e m Ammon TYPE a m W /r• Tl�I I/• y nA F slcWFDA NstMLATOn WM WO r Ancla t woos 0.) ] 3 TRAIT 9IA1D•tl. ANC/CR vAC9eS ANo 1weNu1H EDGE:AAC ROKw7m tKl tHA a DA) •nr.-4 3 3 ] ] ,/t SONIDDEDa ILLS FOR SCNIDU E FOR EA NCOUDIw m Sir W eamu REDUCE A so sT R SI er aPACKM M FN BCIEOIAF p.0. 4ty L>+HY 914AA O,J AOIIR sL Rat I�� RIOISR BY M CM 9Y THE FOITO BE P K KING fA Na7RICED TMUL O CED -- - - _ __.).1�.- SIMIS C04 D D9TAWE0 ,COIN PACme i90"MrA NOT eE tE9S I A N 1MIMw 9PN NNI RIDMIARD K LESS FOR EAi3I ATXPIDe LYRE ON tV45 SCNESULE - .._GAGA [ Y -... r -- 31jr GENEBAI.- IMTTIST VALID E-2 IIA16G STORY PA1MF1. S131FJ1 I E-Z HANG STORM PANEL SHOWN ON THIS PROOLICT EVAWT)M DOCUMENT (P.EDJ PAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WON THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL IRE OE7ERW'ED AS PER SECTION 1620OF THE ABOVE ME/TIONED CODE, FOR A WIND SPEED AS REDURIED BY THE JUR601CO0N WHERE THESE SIUTIERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Ka-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAJOMUM (".D.) DESIGN PRESSURE RATINGSINDICATED ON SHEETS aa 26. N ORDER TO VER" THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL ■ FIRST REDUCED TO ASO. DESIGN WIND LINOS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAN. (kS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 25- IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON n4S P.E.Q. AS TESTED WERE NOT OVER STRESSED, A 33W INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS DQZ USED N THEN ANALYSE. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE F43WANCE HAS BEEN VERSED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER rEMESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. 2- THIS SYSTEM WS BEEN DESIGNED TO BE INSTALLED ON THE O1JrS10E OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIT. TM APPLICATION IS VAIO WHEN NSTµlATXR, IS INTENDED To BE PERFORMED FROM THE INSIDE OF STRUCTURE. 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOABLE HUNG STYLE WINDOWS WHEN INStALLATION IS RELTUIND TO 8E PERFORMED FROM ME INSIDE Of STRUCTURE. 4. SERIES "OD INSTA"710" 6 APPLICABLE TO SINGLE MID DOUBLE HUNG AND HORIZONTAL SUDERS STYLE IPNWWS WHEN INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTUItE 5. ALL ALUMINUM EXTRUSIONS TO BE 6083-75 ALLOY MO TEMPER. (UNLESS OTLIERAGE NOTED) B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD HAVE 3105-HI4 NAM. 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTIV STEEL- ASTM A-653 GRADE 50 MIT., GALVANIZED STEEL DMGNAT" VI 58.3 kill (AFTER ROLLED}. B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 B.I Yli STRENGTH AND 90 Nei TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241t.3.3.4 9. BOATS TO BE ASTM A-307 GALVAMZED STEEL. OR ATSI 304 SERIES STAINLESS STEEL. Wr n, 36 KH MINIMUM YIELD STRENGTH. TO. ANCHORS 70 WALL SMALL E ASFOLLOW& F (A) TO EXISTM+r. IFn 1/489 TAKEN ANCHORS AS MANUFACTURED BY IT.W. BLRLDEX. PLC. (MN. Yc-3192 P.LF.) 1/4' P X 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (VN. fc-3000 P-I) 114-10 PANELATE FEMALE O a PANELMATE PLUS ANCHORS, AS MANUFACTURED SIT ELCO CONSTRUCTION PRODUCTS. (Fc.33M P..I ) A.0 W*A M EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAAELMATE FEMALE O A' PANEI_WTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SHALL BE 6 718• INTO CONNCRETE. No EMBEDMENT NTD ANY FINISH MATERIAL SMALL 8E PERMITTED, I/4. 0-20 SS SIDEWALK WILTS USED SHALL BE LONG ENOUGH(SNOULD ANY FINISH MATEIRµ EXIST) TO ENGAGE 3/4- INTO ANC"M. A3) IN CASE THAT PRECAST SPORE. PRECAST CONCRETE PANELS, OR PAYERS BE r"D ON THE EXISTING WALL OR FLO(*' ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENT)NED N AI) AND IN A2). (0) TO EXISTING CONCRETE .-. INAI, - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.TW. BULDEX. INC F - 1/4. 0 X 7/5• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (F -1500 Pe;.) - 114-10 PAINEUMATE FOWL O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLI xm PRODUCTS (1'm-2071 P...1.) aeNPlllc2.w IWE I� A,IPa,W a s ¢TOO SCALD 1' ED• I ' 1 SS 1 1 , I EA 14-70•6 PAMCLMA71 PLUS W/ _. . (sEY0N0)3/3r WMO M o wASHIIN ,PDURED COMM" OR CONCRETE Stock REOISRM gE sR e ucE SAFETY PANEL SCALE 3/r-1' Hurricane 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE 0 e PANFZMATE PLUS INTO CONCRETE BLOCK SHALL BE t 1/4- 9.2) MMKIMW EMBEDMENT OF 1/4'0 X 7/6' CALK-N ANCHORS SHALL BE IS 7/a• ONTO CONCRETE. NO EMBEDMENT WINO ANY FINISH MATERIAL SHALL BE PFRMM D. 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE WIND EN000H(SHOULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4• INTO ANCHORS. 8.3) N CASE THAT PRECAST POHL OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL_ ANCHORS SHALL BE LONG EN(XIGH TO REACH THE WIN STRUCTURE SEYND SUCH PANELS. ANCORAGE SH,J.L HE AS MENTIONED N 8.1) AND N 8.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATONS AND SPECIFICATIONS OF THE ANCHM'3 MANUFACTURER. It IT SHALL BE THE RESPONSBNUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHRITTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHU)rrEP SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 12. THE MNSTALIATION CONTRACTOR IS TO SEA./CNAK ALL SHUTTER COMPONENT EDGES WwGI REMAIN N CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WWD/RNN INTRUSION (`,MILK AND SIN. SHUTTER TRACKS AU AROUND FULL LENGTH. 13 STORM PANEL INSTALLATION SHALL COMPLY YRM SPECS INDICATED N THIS BRAVING FLUE ANY GIALDNC AND ZONING REGULAT10N5 PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO. 14. ATRINM WINDOWS AND DOORS, NG. E - Z NAND STORM PANEL SYSTEM- IS PAW pgpp. 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: !.•. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (e) CONTRACTOR PRODUCT TPRO 1CT BIASED RESPONSIBLE L0 PROVIDED NE/W D0FOR THE SELECTION. 6 "O DEVIATE FROM THE AND INSTALLATION INCLUDING OCONDTDONS DETAINED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE TS THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED, (K) SIZE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHRCH WELL BECOME THE CNG9EER OF RECORD (E.0 R.) fTXH THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.€.O. EHM.INEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EMDREER, SNALL. SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (•) THIS P E THAT PWEpAREDTHE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONALEMOMIEER OF RECORIT 18. STORM PANEL MANUFACTURE" LABEL SHILL BE LOCATED ON A REAOLY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.1 OF FLORIN BULDNG CODE ONE LABEL S_w11L BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE, CODE INSTALLATION ' DE LS EQR SERIES 2000 AND 1Q00 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK at saP+2"aHOAe ---- � 0 rJ-??--•-5a- Pam caaaM� l--I .�, 4 arc 1 1 A B 1 VERY OYOIM � i i t41e M)f�M 1 , gI 1 r r I 1 W 1 1 1 II qy I wAu AND jmRECT YAIRAtt)NG RAD2T. WaO ajf BGLE 3/•.1• souNawn Pan P TWLL . ( W AIQAv E-Us IMealow UI at TOE wee mrn.,N a il®oxr TOP A 901"Al AMAa m FAN R COMMRD W ANY YLM' TO SIAT AHY tall sc mw . 1. 1 41 I 1 1 A B 1 VERY OYOIM � i i t41e M)f�M 1 , gI 1 r r I 1 W 1 1 1 II qy I wAu AND jmRECT YAIRAtt)NG RAD2T. WaO ajf BGLE 3/•.1• souNawn Pan P TWLL . ( W AIQAv E-Us IMealow UI at TOE wee mrn.,N a il®oxr TOP A 901"Al AMAa m FAN R COMMRD W ANY YLM' TO SIAT AHY tall sc mw . 1. 1 41 I tall sc mw . 1. 1 41 I t:""se Will` 1 7 I I i WNa Mn . , ac 1 5 I _T•,1. 1 N T 1 u.�i O ' M RaIlW w R [.- �--06,- y�e, 1■QR1 Ir jiiK -BAR ,We, PC 1 ) I fKr.Yw3 6 3 DPI_ / 1/ Z. r OKa, Me V *HPIAIW� eru a a" a seat a) :OrIIU4 ---[JL ' vK CaRIAaD c-I F�CE��IN�. �9� 4 SCALE 1/ ". SCALE 3/B.1• �---VMa2ypyyA1 IPA..- 0.e e/)/e'*S/P• Mar Rol[ , w1WTl1Ki t^+P ^W W Cn -Cu �V U L O Q O cid -0 O 0 O O C 5- C O L.L. .cn -0 E O O a) Lee Mn W9 Q ♦U �0 ''-2^2 .- vJ Q z z W J 4" N_ 'O W ft 9- O O 2C N L- G. O _ NA c= _ LAO 117 Q N � 3 O7 aN GN +r C i C N Q 3 cc M-. LO d � V N �-CL-,. r w W co 0 CL CL U O CIO 1..� U 'CD'^ ■ V/ ICU rn LLI Q Z Z Q /.J PM SHEET NO. SH 1.21 �---VMa2ypyyA1 IPA..- 0.e e/)/e'*S/P• Mar Rol[ , w1WTl1Ki t^+P ^W W Cn -Cu �V U L O Q O cid -0 O 0 O O C 5- C O L.L. .cn -0 E O O a) Lee Mn W9 Q ♦U �0 ''-2^2 .- vJ Q z z W J 4" N_ 'O W ft 9- O O 2C N L- G. O _ NA c= _ LAO 117 Q N � 3 O7 aN GN +r C i C N Q 3 cc M-. LO d � V N �-CL-,. r w W co 0 CL CL U O CIO 1..� U 'CD'^ ■ V/ ICU rn LLI Q Z Z Q /.J PM SHEET NO. SH 1.21 z z W J 4" N_ 'O W ft 9- O O 2C N L- G. O _ NA c= _ LAO 117 Q N � 3 O7 aN GN +r C i C N Q 3 cc M-. LO d � V N �-CL-,. r w W co 0 CL CL U O CIO 1..� U 'CD'^ ■ V/ ICU rn LLI Q Z Z Q /.J PM SHEET NO. SH 1.21 W co 0 CL CL U O CIO 1..� U 'CD'^ ■ V/ ICU rn LLI Q Z Z Q /.J PM SHEET NO. SH 1.21 SHEET NO. SH 1.21 - . L _ III 'CIS 'V t -m11RrIl1r'Y' 'i TO '1"Alrir"il, -r MINIMUM ASA. 0 MtslG Mm. IeMSN4/ = � �G A TO , (SEE .66.0. -753 7D' OR LESS 2 the BOLIFD • ' • 2•' 3'• Imo 21. t 3'W' +66.0. -15.3 W OR LESS 2 7/8' BOLTED • +' t 1 • BOLT® W/ 1 4"4- 4" S.S. MS t WINOMJF AT 01%MAP 41 40M Of PANEL LENGTH MTA9LXED OF PMIEL .M..3+. ,24, .:`1 _ 1;4,F .,) • �.... ;,71 ,,71 A:•J, ll:i .NI ):.a •A MAXIMUM ASD. OESICAI WXMW SIMMONS IMAGING FOR L O. - 3 1/2` - APRIGArE -to �. maim. Q I Wuxw w/n tpgTH Z' (W.) PRESSURE .LI. T.PCdb (2M.K-w wNnwrt rnwE o PJNE7AAIE Pw9 ro uNc,cR ro CONCRETE ro CONCRETE ro mlltarlE tY N/A 12" N/A 12. N/A 1 12- N/A V t 2' (TOP) it' 3" i t 0' 3' 5' 4' 6' 4• S.1' BOTTOM) 12• 3• - 12' S' 8' 6' 1. 6' 1 (SON) SERIFS 1 + 66.0, M/A N/A s N/A N/A N/A N/A 12 l Ir i t • 2' (BOTTOM) -75.3 7 N/A I 6 1/2- N/A 4 1/2" N/A 4 1/2' N/A 3' (TOP) 70' ON LESS 12' N/A 12• N/A 9 1/2" N/A 9 1/2" N/A 3' (BOTTOM) IV I N/A 1 12` N/A 12" 1 N/A 12• N/A i (TOP) 12' 6' 1 12' 9 1/2' 1 12' 1 It- 12" 1 IT- 1 4' (BOTTOM) W LNATED TO OLO P.II. A.S.O. DESIGN PRESSURE RATING. A SEE SHEET 26 FOR ANCHORS TYPE t SPACINS FDR INSTALLATIONS INTO WQOo HAVE SU DIFO. MN I N M ANCHOR VVCRM NO MINIMUM EDGE DISTANCE ARE INDICATED ON THE SCHEDULE. MR ED LESS TRAM INDICATED ON SCHEOAt 9=p ANCHOR SPACING DIY UMt' LW A SPICING SHOWN ON Ed1EDU,E K THE FOLWO4 FAMW MR INS OPUMMON TO K POSORL REDUCED IPAGMO OBMAWED IONIC FACTOR MOT K LESS TWA ANTI ILM SPACING INOMMIED FOR EACH ANCHOR TYPE AT ANCHORS AEKiO 1/41 1/4.6 I/COL FOR T19i TA WIA -TWI= EDIITF - CMX-e w ANOINT WVA M DO 3 3 3 2 1n Ass- Qu.YAM OAJ 3 3 3 ! "A"'Ll oW WMA nt 0.)3 3 1/2 3 1/9 4 WA Lb DoNow IIGIOR 1/a• a - - --I - 11/r - - _ M --- 31 1- +O 111_� 1 + REQUIRES MIN.. INSTANCE BETWEEN BOTTOM OF PANEL I Jt/2' *0 0 TO DIE: 1/2• ,/1 1 ++ REQUIRES IN— DISTANCE KTWEEN BOTTOM Of PANEL I AND® 10 BL• 3/16• I 311W M W. CODE rn�aONENTS FOR REGULAR IFE SAFETY & E-Z HANG STORM (SCALE 1/2-I' PANEL SYSTEMS -.. _ .- - .. _ ___. _.. ----15.125• AL W OTN - - --- ...... --' -_______ _' 1.350• -, 500� y. --- - ------12.300` (EFFECTIVE WIDTH) ... .. _ _ _ __ CL /�yp _. _ -.. a 1/4' VVP.)-...- _- -' 13W -. ,... .- L - -,1or ( - (-- ' - - r 1.31So• -, •i I.1S0' OO• .16s" , ,.5G0- i _ V4'P•20.3 4' - .750" -. S.S. STUD 374.•-. .�2S• : To NAGLE e 6 114' '" " � ' ON • 12 I/r ac U o' . F hAT K HEVDIS[0) l.I 250'- 1. -, I h 5373- 0.014 YIN. iNd '4 .I---- OBE- e7 668' F,,-'.1 L ( ' iiEMaEo FOGE DM MFeTED St[[L .� aBtMl A{5y TYP. %,� -,084^ z.obo I `` 250 _ SEt 1.0``18'�/GRAM t D[TAIL A so NNIIAUM o-W GALV. 4B IEAAME12.125' EOOE 1.____J . 1 __ '' I .084' (--tA00••-•) MI j,».j DYP.) 1.._-- ,350•.- t'J STORM PANEL - - - DETAL A- E_.._ 3.. 37s i 1.350• PANELS SHALL K INSTALLED ALWAYS FROM LEFT TO RIGHT W/ 1/2• LED PAID. -... I.00D----• - - - 2W' - - - (�) WH" HEADER O NF" TRACK (�) ANW WITH STUD A 00 AT LEFT SIDE OF ,- . F i TIP P,10FxL� 0.024• (41fnJ I ' // -- i zO.W 13Y0 4.270' I 1 7 "PENT - ` .. GALWI9ZEo STEEL L ti - ` _' _ _-,,, 'T).250 `_- _ - -_ 1 __moo I �•1 1 a07' P.s15 , . - 0.3I ` I1kC , o.2E0'W T -_ .' -_. i 2.250 + --_ -. /Jj1 !l11 0T PAEL'S 1 L6231�1 I 270 '-- -. a.6251 -:2i ROUNDED CORNER O ENDS OF r--237s' - - END UP W/ HEMMED EDGE. (N:T.S) I - W7.WS, _ L - 375' TYP 01 -. . A25• s.7so D7s T.SOD' N -.. I .09I- 067' \ tTTP.) 750' �-! (� MY HOLE WASHER 3105-N, 54 MEW. NI.gY f - IT WO[ PANEL © KEY HOLE AT PANEL -'- 2.124' _._ i _- .Rya- _. ) ' .SH SHEET a FOR ADDRIDNAL 3lt 3` LAWAIWM F SLEEVE LENGTH 4 1 V. - .W,• L 1.250• I .375• ® u`y M SLED&1-1 - .125' I ` ! ONLY 'AM "M OCFLVUTICHS INTO R TJr- WOOD a1sUCrUM 4 I. I AO�l I 2 - ,. 2,000' . - 2.000' . 2.OD0 3.7.10' -- 2.546•----- ,ar15• DSO t,L L- TT6• {TYP )I 1 MJL�EA EjW HE QER ' 17w0. ti) s --_,' YIN TD 5• Yoa._.--- .-.-: CF ELF ® 3t�F�Et<�1E 1* MAX, I7/p�� _-_ 2.000'-.. ._ 'J' J j AwAQY. dz ti/ M14«INnAI„- 11 TRACK 1© PANEL NGER ..Ire• ( _-- `,,.-....856^ ---- --s.oDo•- �e•1'-- ITOet-te ALLOY .". .470' Y. _ �.275' j -.,- L T I� .aM,```'"" Ilk'/N, ,E1"s*`•', •"' M-�aL(",ps >'`t'Pi \}CENSAc'••;. i = N0, 44167 (USE ONLY ,p� SYSTEM) FLORIDA (1 114- WIDE) FOR E-2 HANG STORM PANEL 6063-T6 ALUM. ALLOY BUILDING CODE Non High WNoei1 Nurrkona Zone H.a71' 2OCO" I P P ,.125' .660' 2 + -1' 123' 'q,• `3.---'uN. TO S� YIN. _ Qj j• : a6oa6 ama K. 21 GAGE GALVANIZED STEEL STORY PANEL F.P. I. .1 - - - OSB" 1 20" I .. Wp.,^ 1 jTYPJ _ ��• STATE OF '= 1vAw N - 2.00Q`- - E -L-_._ t I `--- SEE SECTIONS ---- - - MR --� O... F Dt, : �� ''r, IL ECOINc. S.AMY Wl/2W/MM PROTECTION PRODUCTS. U.C. MR: 1© BUILD -OUT Y04• M.HP (B BUILD -OUT NEW TRACK 15 & ® WASNERED WINGNUT / . 4A / LL r IOU a Irll O .>•,. e, w !IA _ Asa w N,. -a"-- M . AW : 00 m-1m G-000'y'T MM LW. 51 Si11Qt ONE. rL 33314 2D-175 g1O1� (T44js-TOM, rAx: tM.)`ei97 r aRI-1 5 ,,�,� TRACK ANQU (7AMLA[ 3 ALLOY) ..E YAL/suwvE/o+a 1WATO A al V P; M 1-1 MEET 2 M 1e INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR OR CONCRETE ALTERNATE CONCRETE PANEL BLOCK C111 STRUCTURES ANCHORS LOGT1Oi CONCWn ANCHORS -(kt SWE1%AE ON (SEE SCHEDULE ON --. EXISTING POLED CONCRETE SHEETS a THROUGH to) OR CON FETE BLOCK CONCRETE OR CONCRETE BLOOG FELTS f 1Ha1gIJG1H 10). a1 CONCRETE REWIRED. BHXx REQUIRED, aEQLMED. 1/ EX,SnHNG POURED ED.:'9' ,S I:' TTAHATE LEG LOCAtg1N %_ I CONCRETE ANCHORS 1: . CONCRETE RfOl1IREO (SEE SCMFDILt ON "�! '},. / J f/Jf .Fi' __ • YIN - @ SHEETS 9 THROUGH , O p1,',IX WIWWIIFX /, r, s r �. �' L I/a• N .-;� - -IT+W ranDl let Sac. N a 1 2' a / I l/4- - _--- -._ MAX, _. ANCHORS `.'. • 2 ,/2• o.G./ _:T�c_ _ / 1 i 1 (SEESCNEEWi__ONCRETE _ ? _ -_ - I __ 1 I1 SHEETS 0 THROUGH TO) I - -.) IN I1 1 Y-2ur I ED �f . I �/i.E�F--. 1 V I I ED f' 1 - 1 y, • . �. p,° 1 -'-!: 1 1• YOx. / LENGTH 1 f �, 1 PANEL E7tl5TNC �F %S-I ., I /t E. 1f .' i I ;s`/� f. 1 (SE[ SCHEDULE ON FEET 3 1 1 _ /41aq+' . /� fir •: I - SEPARATION I Fk SOE t _::: I, f 1 A �en+9 - NHB rr. a , :1.,r,%' i TO I TO GLASS' ON SHEETS ( (`•LED SCHEDULE I ,/4''am�1'ig 9 t 10 A :f I i OBL LFF4Wx aWR r•4•) 1' M.L. T w ON GLASS (SEE SCHEDULE ON I t/4Y-2nn' u ' I ON STET 3) 1 -M a�aBtiAF-' SPACER !1F W f} 1 1 } MI., i - I PANEL LENGTH ( ON SHEEN 13)E E 1 5151, S) _ �' 1 I -- IH 91E s HwB ZM INC T-C) -... - 1' MOa. } ..-. vA' _. ✓ � HIE PwH rWWB UO•TI, a4I F.a'L PANEL LENGTH t 2 .11 (SEE S 14ECU.E 1 - i I - I '3EPARASS. 1 aTO i 1 cLAts I i I ON SHEET 3) -_� ( 1. E SCHEDULE 1 ONSHEET 3) l _ - _ T 1 1 ___ T - I I H a O t. 1" 1 1.1 1 I Mo. - i�l 0 1 I 40 N 1: 1 �- 4 I SO[ I s ® ./ 1 e 12 1/r DC EO > I . _ _ _ _ I 'f $FALCON I E D '. n«DN I � . I a I '� 1 I - ) 1 1 1�rYm 1• t • C ----. LONLREtE ANCNiO25 EXISTING POURERFl` . (SEE STJEDULE ON ': CONCRETE SHEET'- 9 THROUGH 101 •R9'•%a'600LT0` (7 L; CONCRETE MICN8R5 (SEE SCHEDULE ON _ 1 SHEETS 9 THROUGH ,0) ! �. 2 ,/s' HANG MAX. ALUMINUM � .. AEOUIRED EDDE OF WAIL OR SUB "^� (MT. CONORXm) - I $PIETAS e 6 1 4' O.C. VALID il7R / J4S \ .,. / %.: _ �ccISt11NG POOFED CONCAETE -OR I '� ALL DESIGN <OA05 AN0 PANNE EXISTING POURED CONCRETE CONCRETE ANCHORS__ l r' ! CONCRETE BLOCK LENGTHS PER SHEET 3. OR CONCRETE BOCK (SET 5OHF1)ULf ON '. i..i. REQUIRED. REOIIIRED. I• Mo. LONG ALUMINUM SPACERS e SHEETS 9 THROWN 10) ` ---EQ. - _-.- ,,'•. tT 1/2O.C. (SEE TABLE #1 ON SHEETS 9 & ,a) CR�MOUNTING SOME 3/B-/• sCUE 3/p-I jILlSE SCALE ]/8-,- N(HM1111A REF.. • EN '' 1. ... v `Str FLORIDA BUILDING CODE Non High V#IOCIty NurrlYane Zone 1 0. 44167 _ Mma 11.0 e, We 24 GAGE G&VANIZED STEEL STORM PAEL E.D. - MOE DISTANCE (SEE SCHEDULE ON HOT FOR Qf REC71()N5: TOP & BOTTOM MOUNTINGS CAN BE s * : * ' * _ I_.. J-q STATE OE; . "a s��' f10RiD1` ONITA O W a2Ia/MTY IL E C O INN. GLOW PROTECTION PRODUCTS. LLC- DIAL `m As N STOW SHEETS 9 & 10) COMBINED IN ANY WAY TO SUM ANY INSTALLATION. 4i 4c �O:"••.��1('I �E,,E(L,�, . / - ' M► a W. 3r .wW. rAmW w M,F. Q 11• w14 20-175 ,R"`-. aW-.1AM�. am m-.RAM n�laE, 9M4)00-n4L FA: OaF)FAr-67n apMe AA: 1 9!1aW n1W... Wn FF IXrA MALI A A TIL.R O., PF IRA 1tl PIBT a a le INSTALLATION DETAILS FOR SERIES 2000 & 1OQO E-Z HANG STORM PANEL C1i INTO EXISTING WOOD STRUCTURES 4•I / LAG SCREWS • r ac. W/ 1 1/2' Yh T1RDIDED PpEtMi1OR ( 2•A4' M000 - 1/4V LAG SCAM • 6. O.G w/ 'I, TD EXOTs,G WON MEAGER � r: _ RFOL6ED 1/,'. LAC SOLI$ a 8' O.0 WJ 1 1/2' Mtn THREADED PINETAATIDN II 1p ExM, WOOD HFMER FIAT OR ON EDOE I I/2• AN, THR AGED PENCtRATIW - 4 c-, Nib,• S.N.5. TO [RISING WOOD IE40ER. • EA END a'Q r - I TJt•P- W 1SAf l' V.;. ♦ Cw1, F14.1• S.M,S. 6 c.L j T 3 337 WINO ©, ^If NGT i•2 o.t, e fA FIND O ( I S r � i a 4W U1G $GALAS w ,b,' 4t • 5' O.. 5 S �. G i I' 'DREADED - t 4'4- 4' 1S. TRUSS 1 IAn. . / / 7 / 110N • 4 Do O ' �• FL1tEiM - '£ :i", J - I - 3/]7' � ; r i (%E MAX. '/2• A TO EInSTITAG WOOD AE7.00R. � �� YTa�,ft�N NOR ,A eEi __ _- 1 I, _ .- _ __ ) _ ' OF [VERY (T ) QT ,'_I a a I 1 1 POP R�MT 4 Ca #tall,• S.MS 3 II ,T_ m A I � •_ I i • EA END a O 11' t (*m) I 5 A - W r�pE SEE ORAL 1 , µ T IEaARCD I � ( !: , t - IA KLDW) zy_4,'_2_D.!v_11 __ •-,I ---_.. _. WOO ,LOADER REQUIRED 1_�, _ 2 s/I6' wn. I P0.3/•' I S3IEPARATION M 4.4 r /6sOREi ISENMVAnDN I a'•. 20.3/•• - TO GLASS /J6Y.3/32• F(uWPNut3e 1 _ ,LJ GLASS I 5. w/7/R ..3/32• �gy I wuNO NUt • IFyA IY O,c I 4 1 EYEPT L7LSAUP C: r- 2 '/W Wn k I EE „-1 X I a 1/4''. 20.3/4• _- 6T GLASS I/4•.a0A3/.• )D , r i r V. SCREW W L, _ L_ . 1 - 2 9/,6' ANn 7J6Ys3/32/ 1p} I7A.SW O cI 5 - WINS MATT • T , � t j O GLASS i TO lYOSS 1 EVEN' OliT4AP i .-.-, FIERY I i R1 I Y I ) I Y g I II f I N R I C j C !p « - i I . - 1� if f I & K Q• - 2 _ W/4 /+ e?:]%iYMs. « 3 cPnr I Y I I Q p I - , C 7T i 1 W4 c 3f I - I M 1 e Toc I T o r , ttl1 I up 1/1 4-2D�3/4- MS TF FEMALE RI 6 ' `_ _ _ ol 14M - I-_ 1 _ W/ W `I 2 1EYLM 8 7/ErW1'.]2-,1WCa'NUE A C«R. _ (_. O I -I_t(4Y-2M3/.' I 7J6• Mn TMPLUS M.S. ORMa Z IA BROW) pDCo ATIONe 12 1/Y 0.4 - - _...) Tr/ 7/6'Ax3132' R G ( ,1 I/4'4 '4• , I t` 111n I- RN OR I/'i-]Oa]/4• LAG. 5ckm ♦ 6. O.L WJJ 4W. 2j1 Ysi , /' n0H11 -WOOD RATE REQUIRED 1/4'.- 1' S w.t t.2•A TMRBSCEEW ISET I VA, i1RU1oCD PEMETA 7'Jp IRA I1 14K%I:r O HAT[ Al SERFS 2WD DR MT OR fW EDGE WN 14 A-2IDI i• L II NOTE 1A B'LORI :...'I i2) 1a-10 PANi11HTE PUGS Or/ _ 11AIM NNOR 1h 6ETaW) 6 t//ttY-2W/4 W3- W/ 1/3Y.7/32' 7 wn .10,11M110N a 12111 C6 WMNG NIiF a ,1• DC SERF 000 Mm (2JJ Y0'"Em E I/I P AIIn THREADED PENETMTI'dr 1/NY LAG SCREWS e r a W/ WOOD if . 100011, 1• AM I7. WENOD, u) 2 .. _: 1 ER1 THMO E'EVCFfiATOM OM of EADC ALTERNArnE 2�Aw : I2 N10D >< ,TEOUVYDMATT OU MT OR ON LYYx SCALE 1 4"-I' M+ "E AMT, MT OR ON [DOE / ". CLA I'{AT �E$NArnE 1'4W SCALE i/4'-T' r I FLOOR TO CEILING MOUNTING ALTERNATIVE 4"W ,. AKTALLATX)A'S ARE My VAUD FOR Ik'WHGS WITH A.S.D. D[SIGTl LOADS - UP TO +66.0, -75.3 PIT AND PANEL'S LENGTH UP TO 5-10• N «WNW , $GAF 1 .•-1• 41K A, TF:ANITERNATiVE 3 •W / 1 a``' 2 FOP. HEN• WOW ERANE CON5TRUCTgN. WOOD MEMBERS IC RE wnttPRr. - 0L ',4•• ... , C/jam.- . I Ja"-1• PINE No 2. W/ SPECFK DENSITY OF 0.55 IRA COIOAL :' '• 9-LS •`�. BEN Sg'.. , • i FLORIDA BUILDING CODE (Nigh Velocity Hu cam Zone SEE... ` : N0. 4 : * s ESOfD !4TRGO. "'G. 20 GAGE GALVANIZED STEEL STORY PANEL F" n.. SEE SDECFIG AIO REOIAREAEWNTS FOR OF SHOP tWRAt TOP A$ HELL AS PNEE COeECTax ro iTLACx5 LIB OR AT W ,MSE'D ON �°FR } z ODD DR 2oW FSTALATOR TYPE oR �3EET :� 3 ; STA OF (" (,(Ogg PROTECTION PRODUCTS, TLC. 02/"�"6 C OP I�E O Inc.. .E•'••'`(O !`+ 4.eo s.e. 3, a++EET HOP A 90TTM YIOWNTNGS tAR a< cOMIEINR2 N AINY N L�TIDN '. SSj •.. XV / r E ttwe• 2 wI. ('.DA�efTfoFi !. AA fY,1 'M44 ON L ".1 ,`awa'n'I�'�.'� ,, X`w -a (WMX.w-TIN. RAT: (WMWsAm 7ET 20-176 WHY TO SLID AIW PI;TALATIOR. SIILLE 1/1• - 1' NIIfH E\YP"PF .YAM/ OM-Dp Bi IF AN.• «RAW CMPNNG M. WTYRG/biC NOTE SHU'REP ,RICH$ NOT SHORN FOP CLWTY AALTW A. WAIT a. PL. -1. MIRE N O M jjWifl "' �sr+rr A I +, ?, MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) D WAN" ASD, PRESSURE RATIO A.f. + Or - Y1000 CONCRETE AtDISKIN NSTALLA110N5 t L4• Lr- 2O0 12'-0• 12'-0_ 2" W-0' I I •-6' SOLO I1'-e• - lo•-9• J" to. -so- ro'-a• 40.0 lo•-r' 6•-4` 43.0 9•-e' 6'-e" 300 o•_r a-4_ e sso e r _ $Do s 3• -..e o.._. 7-6' _G- T 7• - Aso __._ . Tao ___7;__4_ r-o. NSA 7• 5. 6•-10- 8a0 r-2• 91-71 7N1.0 T-0' 6_s- __ %1:0 e'-9' _ 6'-2- 93.0 - " i-9• 6•-O• moD e1-1. 3'-rr 0050 W-3. - T__#_ rra.o - s•-r N 3•-6• 716.e 5•-5' TING o.e.f.) AND CORRESPONDING 1/4. 3/4. 4/5, 5/5 & 6/5 CHEDULE ONLY FOR REGULAR STORM 2/4 111V/6. 210/6. 3W/7 & 4W/7 RETE. COPICNM BLOCK & WOOD (t) 04M (SEE SCHEDULE ON -I, MAXIN - - SHEETS 9. 10 tit) ______ _ _... -.... ._ - __,_3- is _ ,(LffinlUWM AT EACH • r I I o � O -" . O O END Mni/( TRACKS (Y1. f41. a A, E% Qg _ I _ _..... -...- .:. D.M.,Q, ,(4) -- I-- r-I-�-r rT-7-r-F-T r-r-r-r�=T-r-i-T L-I DNRECT MOUNTED AT [ACM ENOe MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MARIA M AS.O. DESIGN PRESSURE T94 I. + w - CONCRETE t WOW NPALATgNS t L� t- 200 14•-4' 13-O' 25.0 W-TV 11•-7' Mo II'-6• ro'-r 39.0 to'- ?O* 0'-11• ADD 9'-e' 9'-2' 43.0 eI" 6'-71 - Soo uo _i__ 6'-r e7-2 Ta 6a0 67-0- )'-s' 70.0 7'-1. 6'-tl' 75D 7-2- 6'-6- 1020, 7•-0• 6' -5- 90.0 e'-D' - 6'- F' 1010 O.-J. 5'-r rMo a'-J* S'-4' 110,0 - 3'-I• 115.0 - O-l0' 110'.6 4'-e' AR81W SEPARATION TO GLASS SCHEDULE MAXIMUM ANEL LENGTH SAME, SPEED 4 170 m .n WOO) SPEED > 170 -p.l1 (0 iMRE511IAMM RESIRNNED AVREST6VNE0 RES,RVW.D 30 OR LESS 1• I. 6" f 6 1/4- >33 TO 90 1• ,• 7 1/2' 7 1/2' 110 TO 1a5 1' I' 7 1/2' 7 1/2- _;t_ taS W I. 1.I - MINIMUM PANEL LENGTH Anil FOR A OWN MOUNTING CONDITION DOUT T,• U' 1.5'Xt S' $TAU - YiINB�t �-� 'F•//1yypMp[�Lx ::W;__M��MOUNT KMER HEADER AV:GLE TRACK W C,DBOI[S - DIRECT MOUNT 46• 32" 32' I 35' S5' 50' 50' 4 1.5'XI.S' STUD ANN 1. 32' 32" 1 32' 42• 36' 3e" 3 Y' TRACK w 3Y 32' 1 42' 67• 60• N. 1 ,Y yp1E ALOE ED• 32' 32• 38' 60' S6' 1. 1 50' 1 32' 1 32• 1 35' 1 a0' 1 56' 1= ®•UOr95 I 1 i I � � 1!� I l 1 I H 1 _) L-__L-- 1 r-__ - I_ l_ 1 L T I ' - I _ - T i- - __ -t 1' 1,L11, 1 I I i A II �} i i I I i f ( _ _I _l 1 Ir (((WWW]]y�� - I - i11 UNBOLTED PANELS , , { I .] 1 I I I ' j.- I BOLTED PANELS w/ dM-20F1 I S.S. M.S DOLT W/ O E'A OVERLAP' �APPL,r B) I I _ I t i I I (SEE SECTIONS AS APPUCABUE) i1! i s 1 I I 11 I. , . I I -I 1 I I.; 1 it I t I i{ I. 3 I I �I11 I I { I ! I I I I i D.M., 3 . 4 , j - I I -I- (- - I I E - - -T- OO _ - I Pe - 0. '} -G- __ - • - 1 �3 OF 3 YAM _ 3' MN v I- MIN 2/4 1/4. 3/4. 4/5, 5/5 & 6/5 1• MIN. 1W/6, 2W/6. 3W/7 & 4W/7 -.. .. - - -- -ANCHORS (SET SCHEDULE ON SHEETS 9. 10 &11) - _.. - REGULAR STORM PANEL I ELEVATION 2.687• N.T.S. 1/4. W., OW 91 (MN. OMfleM_ 1 _WHOLE WALL" L-.. 1/4•v--�J- -1---7- - -- -__� Tom_. MAX. DAP �f'�j"'� �/ SECTION A -A "('ttl oom (1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GLUON POSITIVE ASD DESO/ LOMI, L-: MAX ALLOMWBIE MIEN LENGTH FOR A OEN NEGATIVE &S.D. DESIGN LOAD. (2) PROCEDURE TO DEMUW MAXIMUM MARL LONDON: GNEN A POSITNE ASD. OESNGN LORD, DETERMINE MMIMM PANEL LENGTH 'L,' FROM SCHEDULE. 6WEN A NEGATIVE A.S.D. U94N LOAD, DETERMINE MAMUM PAM LENGTH •L= FROM SCHEDULE E. FINAL MAXIMUM ALLOWABLE PANEL LENGTH K EQUAL TO THE N OMI N DEfEM11 = PANEL LERCTN BETWEEN 'L+' AND 'L-'. (1) SEE SCHEDULE BUD* FOR MIN. PALL LENGTH FOR POROSITY GUASICKFION. f OWAUA704 AND WOOD ARE LOM 10 195 P.►I MAX. ASO. DOM PRESSURE RATING �5FIR 9, ID . ,i FOR MAX. ASD ,lESIDN LOADS t MAX, PANEL LENGTHS FOR `. •SEC � _ � $PARR NiN K IKN- 44167 = st" Tum W. 24 OM GALVANIZED STEEL STORM PANEL * . i`•. * TATE OF�-- I L E C O E Ne. GLOBAL awI.A.w PROTECTION PRODUCTS. U.C. M WAL ' �'°•'• 1_. *.- ORIDh �,�}f�-7 ---` C `� / ' • AYY 2Y. a.. La _ wNL n N.N aaa aW. 61 mlm oAAL FL =I 20-175 `�tEr LH NA .. • 6 _ . Do A �I>D . n" , a" AH- ` PHONE OM) M-70-& I- (W)AP-6TWH a, TA-00011, s am." NA I Ta MLTo A IIU Y- ►3: M@T 3 OF 'aN1 INSTALLATION DEIAILS FOR REGULAR PANEL 1 _ _ _ - INTO WOOD STRUCTURES __ _ __ -Mr _ _ _ I _ .. E T SEPARATION 1 _ _ 1 I01 (SEE SCI�'ED1ni I*. I 1/av 74, .TEE SCHEDULE ON ,/.'P-A,• . - :' - SHEET I1) - - 3 33 MOO Mon I ON SHEET 3) 1 - y aMue� -poft - , . -- F - -`= =:.: -- :A'=- _:'--{--- wet r n i - _ 1 •> i 1 1• MM. ------1 ANEL i.� LENGTH WOOD -- - Z "; 6tA55RE j_ (,- (SEE SCHEDULE WOODULE 1_ WII$D -. - -. ( SCHED) ON I -:-. .. -__ _--.-... -.. _- l I ON SHEET 1 FOR , a' t- - RT SHEET n m ) SP i ' h/2-' INX. At:ER �EoI L� sPAcu- . 'A _ i � D�' IEINGTHI - 1 -- MAX. (. - - N • - _ 'WOOD HEADER .. . 2' EO H •- ' r 1 1 REQUIRED - Z': I -. - �. m. Zl'i ___-_ 1 YOU+.,. I - _. €,{ I CO I 11 t I _-6L�•��, 1' MAX- LOW ALUMINUM SPACERS O 12 1/2- U I `-'� TABLE I1. `,i I GIO.C. (SEE #1 ON SHEET 11J WA. 1 I ' SEE NOTE n BELOW FOR FOR i LIMITATIONS j}{!] EPARAT{�.. , t/2" LOW AEE12S. 1" MAX I 1 PANEL 10 GLASS 1 LEINGII, I (SEE SCHEOUf 1 (P5E�EBSG/EMltHE I (SEE $CREOLE { ON SHEET 3) I ON SIECf 3) I - I ON SHEET 3) T -PANEL WE FEMALE ID OR PANEL NAtE ) - I F 1,.Y-2R.,• I 's.:- 1 PLUS (SEE SC4EWIE ON STET it) I r is T. f. I r� M. 1 '.I :. 1 T OK MDR AWB SEPARATION 1: I 1AIr11 O.1 F-10 EXISTING . _ 1 TO GLAi5. 1 2'.4• WOOD EX15nN-(T ( -I _ A -- -- - -. GLASS-- t r-1 PLATE REOUIRED I I �'(ON SHEET I 1. DIRECT MOUNT w% SPACER IIaA) - Y' -� y -1 =- I 7k i ALTERNATIVE 1 I l '/ _ALF_r' I - AI?C_ SCALE 3/e.,- \ 1 I 50% ,.- _ - I--� '1 a 72 t/2" O.G. SEE TABLEAl1 ON SHEET 11 FOR MAX. PANEL LENGTHS & MAX. DESIGN LOADS FOR THIS INSTALLATION. I 1 OF .L. ,„ I .0 1 , (N �A. MAR.to _ I -1 `(1221/2. 1 - i 34' j O.0 EC Ie 1 -- ----I - o - I -.: WOOD ANCHORS TIC * HM. ,. �; _. STAGGERED W/ STUD I El- .....--_-_ _. _A __I t (SEE SCHEDULE ON V%GBR M ANY K I Ilr LOW r i SHEET 1 1 + 1 �- VXN K 70 A ONE 6Ow 1) LEANED 6URAIIN e1111 tT-0• OW a MON't ONE 4 A I FROM AIF! 2 a4' WOOD *'MOB: U WWI MLA IN70I _ Y s4AQRED ON SHEET 11). PLATE REOuuRED - `. . WOOD ANCHORS i '' ....... cuum ON 1 STAGGERED w STuO 1' ML. so""" To a1•m Are"Sto YX4" 'ROOD / Op Sim a MAIN K RHNIl7D 10 1/r K PLATE REWIRED t2) ArX+DAI aoPA9 iMRI WM�ONFNF M pa,PEEL W/E FF3WL M OR (SEE SCHEDULE ON LOO A6 NNE iOLOYlI1G LXRgRIwa AR[ j-.. _. _ PAI/6 LATE P46) PIMA K PVFW MWw11M AT a f/ " 0.c. SHEET 11) Eow4m ,1RN (IRIS 4 A IESTPCnON nm 12 1/2, O.0 W404 ALOIm ON i , (1) MINIMUM O[•ON PR7aR swm 4I ' EOLITH 4 - -a6 W. 1 (3) LNL 24 PK PAU LMM 4 UM"M 10 W A ANY WDMO ,.- ..... MO 4 A AIFMX"W ROM JMM FANG LOOM ALOI� ON 1 ' ii IweAM 51OY PALM LrtID1H 4 I ". WALL MOUNTING +/�Ij�CT MOUNT I *++) 4♦.MR�E�M�,n�N�AW�G�/�. I ALTERNATIVE 21 (4) 1 I/r LA NG IRACER COMPONENT MA+ POLL K s MrAlm ON WALL LTERN YW.Aai (3) SIOIWN ►ALL RrN4LlIlON f OLT FEET L sermiam or 11/r LONG, Proce M Ra ONLY ALTERNATIVE i w rro .N EtMOW WOOD n4VE WALL 3/B-, YAn wR we DOHo ,. 2 AND 7 AE 6unelra « At1LN SCALE 3/8..1' (0) affutiIA,ROM WANT ONLY FOR WIG ! t-19%% WOK AND 1K am (IOU, mT10M) a M nOWXW . TOIL 1, 2 A 3 FER ANTI E ! LINO oa `S�4 A. !,� -- ` - - i>` l NOTEL, 4lA: y10Ek ,, ��% FLORIDA BUILDING CODE Non High Velocity Hu am Zone 1. 1 ONLY D FOR INSTALLATION ARE 0 L VALID MAX.MA)(. .S D. AM a LAIC, SECTIONS! z Wta v. NOTE DUCT OF _CTION_. FOR c tONI - - N0.4416T - 24 CAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING (p.e.1) AND PANEL LENGTHS � 19 : M, � z iNAANN 1Y: * TOP &BOTTOM MORNINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR =q: STATE • 1E� L PROTECTION PRODUCTSr LLC. Mom' N51BAlNLIE, ANY WAY TO SUIT ANY ALTERNATE 2Tf'} ,: gp - tl. 4 C O INt. GATT, '� GRID MOO S.S. 61 SHOT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _Z - SJ •.•.."..� U,r A NM, W. r a Wr,N,NNsat n Xnw ONE. A. So" 20-175 I:.. LMN�-12 m-10 PHONE; (W)M -n6 FAr (MN16e6-M MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0:55 OR EQUAL nnN4 TU-Aa-- CA-0016m .,- .+IRA OA■sM AW INLYOI A A,- Pi. aM t 4 s FLORIDA44 lIYTi S K IS WY,NYr aMes4. a LMs10 4neAMa o (C) M IlNf�1_ODa �uNL arrp� L'sNJI7Y G D.SM uIN �. 11L I - STORM PANEL SHOWN ON TWS PROpt1CT EYALWTWN DOCUMENT (PIED.) HAS RECN VERIFIED FOR COMPILVNCE IN ACCORDANCE - 1/4Y TAPC.ON ANCHORS, AS MANUFACTURED BY 1.14. BUILDER, INC WITH THE 2020 (7U, Eat'") Or THE FLORIDA BUILDING CODE. THIS STORM PANEL. $HALL NOT IE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE M AND PANEL/ATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONES (DATUM-MDE / BW*ARO COUNRES). - 1/4'9 LAC SCREWS PER AIDS. N 1 A BASIC WIND WIND LOADS SHALL K PER 5EL',ION Or THE ABOVE MEMIONFO CODE FOR - 7/15'W . 5/8• WVW BUSHING. AS DASTRIBIJ,ED er ALL PDINi 5('3TEW. BOLT &SPECIALTY r,J7, SPEEDO AS REQUIRED BY THE JVRSON:HIDN WHERE STORM PANEL WILL BE NSTALLED, AND FOR A DIECTIDNAI,Y FACTOR SPEED NISOCTION H L KD-083, USING ASCE 1-16 AND SHALL NO EXCEED THE MAXIMUM (AS.DJ DESIGN PRESSURE M71NG5 INDICATED ON SHEETS C,) MRMNM THREADED PENETRATION NTO WOOD OF TAPCON ANCHOR$ SILL BE 1 1/2' AND 2• FOR FLOG PANELAWE PLUS 3. 9 THRU 12 a 17, 1a. AND PANELMNE FEMALE !0 *4 ORDER TO VERITY THE ADM CONDITION, ULTIMATE DEVON WIND LOADS DETFAWNED PER ASCE 7-16 SILL BE FIRST REDUCED TO ISO. DESIGN PRESSURE RATING BY MULTPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (ASD) C2) MINNAIM IIHREAOW PENETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SMALL BE 1 1/2• NO THREADED 0054M PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION TWO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION IN ORDER TO VERMY THAT AN:140RS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33M INCREASE IN ALLOWABE STRESS FOR WAND LOADS PEAS 01 USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO *DOD SHALL 9E AS ,NOKATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 2018. BE- • STORM PANEL'S ADEQUACY FOR IMPACTAND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BJSlIiNC SMALL!A 5/6 1Ms OF SCREWS USED SMALL 1 1/2-TONG MINIMUM MUM FOR WITH RO ST. THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAAS OF SOUTH FLORIDA RLPOITTS �SHOULD 14.01-01 AND #0219.02•-09. AS SULD STUCCO EXIST, AND 1' MINIMUM PER SSTD t2-99 t AWN E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER HAS-201 AND TAS-2o3 PROTOCOLS, MO AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SEC TOW 1804 OF T+E C.51 IN CASE TwAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WL700 BOARDS BE FOUND ON THE CASTING FLORIDA BUILOVIC GOOF WALL ANCHORS BALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) At L4) 2. ALL ALUMINUM EXTRUSIONS 10 HE OOU-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAAMM AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ). ALL ALUMINUM FEET METAL USED AT CLOSURES SHALL 44W 3105-1414 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION Gums SHOWN ON SECTION T THROUGH 6 (SHEETS / 4 ALL STEEL SHEET METAL PANELS S141 HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE aO MINIMUM, G-DO GALVANIZED THROUGH 5) EXCEPT THAT NEADCRSQ a® SMALL NOT BE USED, STEEL UE9QMTllm w/FY. 922 LW (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIGLRY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SMUFTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 30. OR 316 ASI SERIFS OR CORROSION/ RESISTANT COATED CARBON STEEL AS PER ON BIRLDINGSATTACHED . TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 50016 W/ 50 bi YIELD STRENGTH AND 90 NA, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2a11 33.4. 10 EACH REGULAR SODA PANEL WTnI LENGTHS OVER 90-, AS PER SECTIONS I, 2. 4. 5, 6 AND ALTERNATIVES IW, 3W At aW ON 6. BOLTS TO K ASTY A-l07 CNYANIZfD SREt. AST 3L14 SERIES STAINLESS STEEL, WITH }e AaI MINIMUM YIELD $TRENCH SHEETS 4. S. 6 t 7 RESPECTIVELY. SHALL NAIVE A LEGIBLE AND RE40OLY VISIBLE MARKPI. INSTRUCTING OWNER OP TENANT TO SECURE PANELS WITH APPUC.ABLE REINFORCEMENT 7 ANCHORS 10 WAL SHALL BE AS FOLLOWS It THE N4TAIIA710N CONTRACTOR SEAL/CAtAK ALL SNUTIER COMPONENT EDGES WWHHICH REFWA IN CONTINUOUS CONTACT WTH THE BUILDING TO PREVENT WINO IN INTRUSION w rs rneDs(eED.s�IcsraE - 1 INSTALLATION - 4" T A 1 T W. I OEX Nin c 9 a.. 2 STORM ALLATWN SHALL COMPLY WIPE SPECS INUCA7ED IN THIS ANY ON' q I/ P ICON ANCHORS AS ACTV ED BY 8UL J 2 V ) PANEL 51 ORAWIr/G PLUS BL3LDINC AND 2 EGUUIIONS - t/4' s . 7/0' CALK -IN ANCHORS, A5 MANUFACTURED BY I INC FRONDED BY TIE JlIR15DICigN WHERE OEflMR IS APPLIED T0. HORS. DENALI( - 1/4's . 3/4• SOLID -SET ANCHORS, AS OSTROM BY ALI POINT SCREW. BOLT A SPECIALTY CO (W. FE-30DO µs.,.) 13 (a) INS PRODUCT EVALUATION DOCUMENT (P.LD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INIORMAT04 #14-to PANELMATE 1`E3AA.E O a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSIRLIVION PfODUCT9. FOR A SITE SPECIFIC PROJECT. ,.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED - 1/4'11 LMMLC MAXIM AAICRHORS, AS MANUFACTURED BY DEWAL7. INC (6) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND ISTAI-LIMN INCLUDING LIFE SAFETY OF THIS PRODUCT Ai) MINIMUM EMBEDMENT OF 7APCQN ANCHORS INTO POURED CONCRETE SWILL BE 1 3/4'; 2" FOR ELCO PAIELWtE AND BASED ON THIS P.EO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT $TIE IS THE CONtRACTOR'S RESPONSIBUT'r 13/4- FOR ZAMAC NNUN ANCHORS, S PRODT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED (c) THIS PRODUCT A2) CA4K-IN t SOLO -SET ANCHORS SMALL BE EMBEOOF.D 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4• a-20 SCREWS USED SHALL RE MINIMUM 1 1/2" LONG MINM SHOULD STUCCO EXSi, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARC'NTTECI WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEAOED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E O.A.) FOR THE PRWECT AND WHO WILL BE RESPONSIB12 FOR THE OUT WITH WING NUTS PROPER USE OF THE REV ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE RED ENGINEER, SHALL SUBMIT TO THIS LATTER THE Sin SPECIFIC DRAWINGS FOR REVIEW- A3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE U.ONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (") THIS PEX, SMALL DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFLS.CIONA ENGINEER OF RECORD THAT ATEpA D ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2),IT (B) TO CX15T1NG CONCRETE Art ASiM L-9O: It. SHUTTFRR MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISE LOCATION AT STORM - t/{' • TAPCON ANCHORS AS MANUFACTURED BY I 1 W BVIIDEk, RFC. SMALL PAN0. SHUTTER N ACCORDANCE WTIN SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL EVERY OPFJRW IABFL.ING TO COMFIT WITH SECTION DROSS.] OF THE - 1/4• e . 7/8' CAUL -IN ANCHORS, AS MMAJI"ACTLXEO MY DEWALT. INC. FLORIDA BUILDING CODE.FOR - 1/4's x 3/4' SOLID -SET NICHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECl/LTY CO IIIIN- - #14- 10 PANELMATE FEMALE 0 AND PANELIATT PLUS ANCHORS. AS MANUFACTURED BY FLOG CONSTRUCTX!,\��C�E 1/4' FLMAAC NAUN ANCHORS, AS MANUFACTURED BY DEIWALT, IN( ,�B1) •.r�. MINIMUM EMBEDMENT OF tAPCOR ANCHORS, ELCO PANFUMtES AND ZAMAC NNLIN ANCHOR, INTO THENS FLORIDA BUILDING CODE Non High YNoc NurHcGM Zone BLOCK UNIT SHALL K 1 1/4" 1T ;' 6u, 8.2) CALL -IN & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/le INTO THE CONCRETE BLOCK UNIT. NO ST0tr')11T044 7 • R e2AT'o R1LD..c 24 GAGE GALVANIZED STEEL STOMA PANEL aIVw�'w. STMCO SMALL BE PERMITTED. 1/4- 4-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, * '� /J AND 1 • MINIMUM FOR WALLS WITH N O STUCCO : CL09A1 PROTECTION PRODUCTS, LLC. RFJEF�110 I �SyTATE F - ' 4�� C o 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARM BE F g 'CORt ,ip•UT ai R 8C 0ITT-ow.HY NHTL: aam Sr 31 31RLYT E1 L r Hr. aWWOW A RANI QA+E ft SX,I4 EXISIINO WALL, ANCHORS SNAIL. K LOW ENOTUGHH TO REACH THE MAN STRICTURE BEHIND SJCH P L) G\ .M... NNR+M9 Iw nW m-,HI N4S l#1JEFF-72N6. FAk LiON)6M-F11T 20-175 �+ �5/ONAL ANCHKXMIGE SHALL BE AS MENTIONED IN B.,) LINO IN B2) '. e- r dVYYN IN OjFNNN...I NN PL YAL/M¢YAnMK/pAtE _ PA. WRIT, , a u WArom`FILMS, INSTALLATION INTO POURED DETAILS FOR REGULAR PA1 CONCRETE OR CONCRETE BLOCK, n ai) STRUCTURES _ ¢PSiI1lG POURED COHWRETE W.,*,G SLOG% . - POURED CONCRETE B.DCK ` REWIRED "/ L �RETE 'i ' CONCRETE ANCHORS CONCRETE ANCHORS __ ON SHEETS 9 TROUGH 10 V / . _(p I SEE $cIEDULE ON SHEETS 9 MROUGH 101 I iwl �E�PO D A V I \G/ HOCK . -%ii r141- �Ao !; /2' 1/4' F I /2 )1/4• COC��E Lqus �J _- r es1/4'of .. __. _... _._. .{ ('',;, WN(. _-..._._. ,, . . CONCRETE ANCHORS ' _-_ _- .- _ f.: 1 1j �5 1 1 (SEE SCH[DIRE ON , %" .1 I EX /! I E D 1 r ! I SHEETS 9 1)eR0UQ1 t0) 1'� 1 I I ;�� ! % 1 y,; ,; E i I I � ,!/ " E I l2 1 I J l . %__._ I SEPAOIbntTgq L ro GUESS --(SEE W A I NE FOR NIB R gEpARAj1pN `1- .A.60.ts 6 .� TO G1A55 I CAE 1LM MAIn E D f " I 1 1 EXIST" 1 SCIEDUL.E ( 1PAWI o,e, f-fU •L. IM.. L p (SEE Sq/EOUE i LBOIn oA3U r-6y I 1 r i� �• I GLASS- 4 ON SHEET 3) 1 I PANA LE11GiN U SEE $CALORIE 1 ( p ON SHEET SI I 1 1 � I 't• Men. 1 Mn. SEPARATION E ro (SASS 1 I l' Yea. I I I 1 ON SHEET 3) J 1 1 a PANEL LENGTH SCHEDULEON SEES LENGTH ULE ( SCHEDON CONCRETE ANCHORS I- f (SEE SCHEDULE ON 1 _ 1.- -:. -+,• - 11 (SEE SCHEDULE ON SHEET 3) L SHM SHEETS 9 THROUGH IM �} I .t:l 1 i a I i T ;:_.._L-_ _' .._ , YAX I 'L E 1 LO' 5j5 ? a_: jI _ L>,L�4'r��2*4NIw enW F ., - , I OF MAX,I X. - i O . 1_ .12- s ,/.• ac / I .', I CD ( i i ED %i11� IEA ,I 1r 1./2' _ _.. 1 ' ! I 5MR1CldE). 4 y. I . , ,/2• D.0 : ! 1 I S 1� ) I�S^E�� IrW41 TGI. NFL,WI YM4'i'�`71 u IRA METE B�' I REDLIRED. F I CONCRETE ANCHORS _ i - -; (SEE SCHEOIAE ON `I V I ... __..----- J ..:." `L�-_ .-.ED^_CD- 1/4-Ml- M6. W/ / Ir , J2' nc. y'; - -..._ THrAxwOW , / I ALTOIHN7E - 1' Min. - W/ m ONLY WHEN S LEE LOCATION 4 ,:: CALx-w ARE USED t w/ WHEN all EXISTING PARE�uSED� OR CPOE2ED1iCONOETEcoNaETE OCK ALTERNATE CONCRETE_ E7(ISTNO aD,xRD CONCRETE ANCHORS `OR CONCRETE ANCHORS_ ' REQUIRED. CINCIETC 9LOCK (SEE SCHEDULE ON REDMFED. STAGGEREDW/ gub (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SNEERS 9 THROWN 1.0)� RUILO-Oka MOUNTING SCALE 3/6",` 1 )N''T'N'G w 3FAY61��iLEi SCALE 3/8-1' WALL WOUNJIF Sr•,r 3 B.,' L k A:., I. �t '•.' SF :, CEN .... FLORIDA BUILDING CODE Non High VelocityNu am Zone E0. •EDGE DISTANCE pjDjFbR COYBiNAT10N of SECTIONS: a 0.44167 " * : * •• 19 z '$' STATE OF{- - - vote aWcO I4 GAIN: GALVANIZED STEEL STORM PANEL -. I L E C O EIIc �• �TECT(ON �U•TS, �• T'' ONAMIN V., as (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE Ft ORID1` r -M SW. 511POW Owi q S13I. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY rO,'-' '4s�fE' • •. 1�\ Z •• Y... te.. 1. TIa PEW.« WYeeIA A. M,M - w m+-wM . r. , aW m-we wglc (F/+)®P-Hsw. Na Oa,I) W.am 20-175 INSTALLATION. vi /O RMMNI lb 41H TOK/p0[ 1; A 14LR A., PE 1FIF]H 4 a M INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD LEG 4'N8` tll)n.1 E3CE51VW WOOL _ --W' ATE BEAM REf2URE0. STRUCTWGI - . ADEQUACY OF EXISTING WOW - - I, BEAM TO BE CERTIFIED BY ,,to -..rI E6 - _ REGISTERED LYIXtEER OR - / __� ARCHITECT PRIOR TD SHUTTER - INSTA'L•LAT7pN. WIppO ANCHORS ALTERNATE WOOD ANCHOES _ - .- t• Mfa - SCHEDULE ON - ,/iHII• 14 r,AI,OI Hq0 (SEE SC•IEIXLE ON (SEE -fD- 100 '-ED-,-ENO _l r" Y�s/Mn SHEET I1) stim I1) ',' -ileA, __.. 1/2. it ac _�'ll L/2• r-l"ti I- a IT t MAX. WOOD HEADER .•� ", +/2• _-_--_-.-.-.-_ ' _ _) 1 -r --. _._ ___. __S REWIRED ,: I t/ 1'n• ExT57WMGG�� N3 - I T AAO Inn G rl- I I :, 1 III •• 1 oA 1 .I W'OOD ANCHORS i I (SEE SCHEDULE ON NIn. J. SEPARATION TO : +NIL-2o.1• {{U� 3 �F,/ SCHEDULE I 1 ON SHEET 3) 1 >L6.. W ' Min. SEPARATION TO CLAM, I : t ... f . I IRA w ',' r 1SEE SCHEDULE E ON SHEET 3) 1 La•.-30r1• 1' MAX r, I ID�•R. TORT -YU •L• MAX I . _. _ I M GMIS PANEL LENGTH _ -... 11 ..._.. . -- .A4 t I umm 00 r-In ISEE SCHEDULE _ __LENGTHON SHEET 3) I (SEAL E R]( ._ - `- 2 ON SHEET 3) 1 I. _. ._ T _I I I �J 1 OF V F (-- I MAX. I 1 _0 u 1 �_ I Et I 1 t/Y 'I 'y'^,3 ',/C.-Wor NO FINIS,I I -- 41 . }._I I HrAe ewTs ALLOWED I .,, I J CO --� W • 4 ,p' O.0 - . IT - % _. - - 4 - _- DECK REOUIREO Ya4• WOOD PUTS - LY000 ANCHORS WOOD ANCHORS . _. BEWARED I (SEE SCHEDULE ON ... -. (SEE SCHEDULE ON _,., . _ . 3/4 ... SHEET 71) SLEET 11) f;EILiNG AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATNE N1w MIT SCALE /An�)' ►pFaas NOTE31, NOTE. FOR COMBINATION OF SECTIONS: _ X NO. 44167 •: z FLDRIOA BUILDING CODE Non High Velocity HurAcam Zolte I . INSTALLATION ARE ONLY VAUD FOR MAX. ALSM z z . a 4ImP ?knm 4t ram. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS '�qI STATE OF a 24 GAGE GALVANIZED SiM STORY PANEL ,IYAN en GI: •� COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 y /'• : OWALLLA71ON. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD :��'• f1O - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - ----� GLOBAL PROTECTION PRODUCTS. LLC. M WIIL N�-r- �,- DENSIT' OF 0.55 OR EQUAL. A QNAI E N0°rAR.S.W. V w MW I YA. ]eo 4 2- WNW.a 11/MNN+F N/ 1N... pIp ..IN-qp -,am-,- RICH - (M.)Bo -r.L FAIL' (9b)W_eW 20-175 / Mr.I- aIAN.rAM r apt W aNA.4 4W CMa00Als PE. SAJPOINIIXE/MR PF A iLiJf Jr., PE n-+A ow 7 p If a) CD C_ Cn 2 (O 2 N -I..A U C) c- C 0 _0 0 c .CM c6 U -0 Q_ C = �A1AN��.1.� CV `V 70 '&^^ F 0^, c C OO Q L W M 0 0 w LL 0 CU > .Cn 0 L � O a) O a- /C�� ii .0 // /u� C/i c- PFA Tr Is�i vs - - - Z4 fIT2 alb W- c YO E M - e-3 N a = fA C EO 21W CL - ( -0c 3 -cc w 07 yW c :6: as d .� E c 97 a1 CD = A..1 +S 3cc A_ M HL 7 CL C , �-_ a, C.)IU G CJ V7 .i - .!t,3 1. Ij ^6-0 W J= V / Cu 0 L_ CL - U O 0- M� W SHEET N0. SH 1.3. 1 END CLOSURES DETAILS FOR INSTALLi IN POURED CONCRETE. CONCRETE BLOCK OR WOOD ATRUCTURES; VALID FOR REGULAR, LIFE SAFETY do E-Z HANG STORM PANEL ()) SYSTEMS 1 i --L----,6©� •®OR "Da4c1eTE K ® r Film r . r . i 3106 30, a Ai cap. xw N4LE W A4CLE 0 r 0, • f 7H' 4 TAPCON ! 12- O.C. - 2 1/2'-4 - 1�) An. POTATO GDAA,agrE. COICRH,C _ J', I , sY v , 3 4' TAF'COR B19CK W 2'.4` .GOO FRAME' POtAOD �paI�TE, �� I / / _ ♦' RI:GWED WMCIE'FE aLOC6 aR /i MIC11M ! 11' O.C. 7 1/Y ' F- AMA: OR® MIN,-- �.• 2-w Woo° MI ,u "' NitF M1E2 - REe1lAEa E Ii \\ �:� n/4 ,W 1. 1'x U1s'WT[RMiF IE6 LOOA110N z• • CGNI .>�< L t1E AIW. AadE OR 'a,o6-Mts4 LEI snFE, PODRFn conrnETE, wnc'AF,q .- 1E'TMALUM. GEM PUCE BLOM ON 2M' MOOD FLAW ]l0A-H14 a( E %�Can.OKOLNRFD ALALLOYCap. AW1L 4101E - Mu MAP-r--rrr .1 � % 4- 072- ! ,W- aC. ltp5-H,4 6R ,N61-n A11,0, R/,Pt1,wp OnL Atuw ANCIi CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'.1• SCANS 1/4•-1' SCALE 1/4--1• SCALE 1/4•.1- . 56ID-SEE OR CAu,-IN OP00OMCIRfE- 70P'"CwTmLM MP4E1Lw°E t.Sit pE'1� _ � •� WOOD (SEE '0200 1')OVERLAP OVIOND dl 51i115 9. ,.. - (MN. PANEL - WMORETE� bR '1'.. VARM'S,� 1 O &r 'PAW REOUOM son or' OPENING WIDTH ::: P'4uRD 2PFO JAEO FN1E COIPOIEtE. COIIC11E1E ... ... •. rN4• ROOD rRAAE 1 (J REDUNRO 3d4. 144. 1 VAT6ES 1 a • © V' . - e f -� �WDp W/ xMCNOIKp :PORT k It 90, DISTANCE .711TT* 1 ,.'J 1M1M SASE G (PLAN) - % \\\\ % 'R�moMml . F�%, SCALE 1/4-.1- VALIDFOR DIRECT MOUNTWAATION LATAT ION ONLY L! \__/ OL 1�: •• ��CEiYf PANEL W/6t = CEIRTIFTENo.44167 s SURFACE LEVEL VARIATIONS WTTWN 31V FLORIDA BURRING CODE n High VW*Ioclfy Nunicona tom CASE E (PLAN) CASE F (PLAN) _ •.5 IATE OF 24 GAGE GALVANIZED STEEL STORK PANEL SCALE f/4'.1• SCALE 1/4•-1' �OiC•• FiORiD/`.••�� altA R. s Fsr,;GLOBAL PROTECTION PROWCTS. LLC. IL EC01Na. 4M Ii O, 91RE, r�fx1.`•Ei7 i FA. w. r ,ALA „Ar4 4MRRan >)NM WWa. FL a3t14 20-1 ?5 FA.. PPq Y+-'AM .. 0s1 nt-,In NWLME (904XIM-7544 FiII: (ws)ARR-67FI aM. xiMA YM l.r MINOR; G-O�a to PE 4Aloowiot W-IOOE WALtBA A nO1f N. Pi. 0IRIS ale a T9 MAXIMUM A S n DESIGN ERESSURE_ RATING (per,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR RFr.0 AR STORM PANEL (J) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iDINSTAL(ATONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) WK. AS.D. DESIGN PRESSURE RA TING MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOW" ON SHEETS 6 & 7 &ANY or THEM tAaXMUM LENGTH i (n') TAPCON LAG SCREW PANELMATE FEMALEtoPINS PANELMATE tpppp f3" 73' 1 J 1 r 3 W (*OP) 13- ly 13' • 1W BDTrov 6 1/2- 6 1/2• 6 1/2' 6 t/2• (TOP) lf2' ^e 1/11'oft (WrT a -- -- JW (BOTTOM)t3" -45 OR LESS 13• _ _ _,_3• 1J• 130 1!' crop)+46. I!' 13' 13• 13-_ 13• ti' 13' IS, a 1/2• M' (TOP) _ 13' _ 13• 13_ 1r 8' IW (Min ai 6 1/2• 6 1/2- 6 1/2• 6 1/2_ 6 I12• 20 (TOP) - - a I/a• - 12 1/2- a Ile 20 (WrT•) >11i 4 T /2 4' 6 1 n a 1 • n - Ra') ,4•_a- 4 1/2' 4 1/2' - -_-_ T r - 3W MoTrom) -10 Tn• 9 1/2'_ li' _ _ 12• a' 4W (TOP) e ,3• fJ' IS. -- 13• 6 ,/2' (BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & EMI(. PANEL UENGTHS WHEN SPACER -95 ..I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS.O. Pp U RATIO MAIWW ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE TO IhR ANT COLA OF THEM MAKMIM PAN[L LOIGIFI 1' (H,) TAPCON LAG SCREW PNOIMATE FEMALE 10 PANELWTE PLUS WOOD 8LISNNG , 3 ' t3' 13' 13" 13" iW Ir tY _ IS. tr 1' 1W (BOTTOM) a 1/2- 6 1/2, 6 1/2• 6 1/2• 6 lIr 20 (TOP) -- 6 1/4- 12 1/2- e_ 6 Ile 7W (BDTT.•j SOR LESS or 3W Crap) - 7 1/2• - e� B - --- S' - Y-- SW writro II tl• - -_ I3 -- 13• +45. -45 +75To. -75 _Ir Ir 13• tY W' i3• 4W Mori 13' 13 13' Ir to' its (TOP) Ir tr_ IY IS" 6 Ve Its (BOTTOM) 6 1/2• 6 1/2- 1 IJ2- 6 I/2• 6 1/2* 2W (TOP) - -- _ 6 1/4' 12 1/2* 6 I/4' 2W (eoi TO 4 112'5• 7 t/2' 7 in• 'f - 5• 5 1/2* 1•i to.- - So (8D1r0Y) Ir 12• 13' 13• 5 t/]' 48 Ti Ir IJ' ,I. 13' IV 4W (BOROA) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MU(. PANEL LENGTHS WHEN SPACER Q3 IS USED, CO DING ONLY TO ALTERNATE 2Wr ON SHEET 6 7lOF..LlL A A.SD. DESIGN LOAD MAXIMW PANEL LENGTH 40 PSF OR LESS 8•-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO GO PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ SfpMltui 1/2' O.C. CODE INSTALLATION QUELLS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.9 TAPCON _ pt6TNHC vCUKO ,/.-. iMCON - - POURED ANCHOR ! Y O C-1`ANCRETE on ANCHOR ! -6, C oR CONCRETE BLOCK i' CONCRETE °LOCK REOLW". RE131AYED. f -0 f 1 r I /., 1/4• IJa• Los ED- Mk N I 7O TO GLASS. I M ul*.S. IilAiS "a.: _.. f. .j ,. mow_-lw� X p ��,.F(rr I � 'OW,N aW1 7d1 EOSTI(Q,e I �I I i• Mm E I i •L• MAX. f 1 N V 1 RARE. LENGTH e. - - i 6' PAAEL LENGTH j It i:_.... (SEE ELEVATON ; i (SEE ELEVATION ON V917 12) a 1. -' ON SHEET 12) p--SEPARA11pi. 1 TO GLASS. 1 Ipi- 01 i I g qy 1 r 1 1 I r 1 CONCRETE PORED ED r I CONCRETE NPOURED CONCRETE aR' ' CONCRETE.; --� CONCRETE a A REoumm..r: h' 1 q N• OC REOURED. „f tlF[,WM I 1 N t + PNHELAWTE PI 1/4Y PANFLMATE "LaS - ANCHOi O 12 1n O.0 ANCHOR (BEYOND) WALL MOUNTINGS SSE 09M 15 ! I6 FLAY ANCHORS TINE & SPADING FOR SCALE 3/0-1" ONPUA,ONS 000 W= FWAR: 8I60068. W..AM ARDOR SPAcara, NO AANMW EDGE OWAICE ARE M COED ON INS SCHEDULE. " ED, LESS TWO SOIDATO ON SOEMA:E AGRIDE ARDOR SPACMa V MU.MYMG VACM WOWtl ON 9CNFDYU r THE FOL1D6WO FACICIM FOR T6 OPPOYM TO K POSSIBLE REDUCED SPACMO ONMU I+BNO FACTOR SNNL NOT K TLESS IMAM WNIAN IONIC" YPE W THIS 9CNmUL IMdGTED FOR EACH MKNOIE A. TA( AIONR t+at - 3t� VGEN,:' :4/s= ARRAY MOOR WNW 00 3 3 FL •HAarN1,1,W cWA..M 90 3 3 w.Raw ,Mawr atr et) 3 3 1/2 Pmw nitro. K AGUE m TAIGA Ram IioIOR -q, STATE '--- . 7i; 'r --CO.., /r °" 3�e'• FtoR10P IILIC. - 3_ DSD Im NNMNIM((4H41Idt r... , uw n,-,As . ti • OWN m-N PE gN/WWMMTNL/DM rWH li sr MAXIMUM A.S.Q. DESIGN PRESSURE RATING (Stp,,s ) AND CORRESPONDING MAXIMUM ANCHDR SPACING SCHEDULE FOR REGULAR_ STORM PMEL (i, INSTAL eT10NS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5) MAX. A.SDESIGN.D. PRESSURE RATING(D...f.) WXMM ANCHORS SPACING FOR w E.O. PER SCHEDULE BELOW APPLICABLEWMMIM SEC11101,45. LENGTH CIEs A.S.D. MAXTO Di PRESSURE (P.•.t.) MAXIMUM ANCHORS SPACING FOR MN ED PER It'L'HEDUII BELOW APPICABLF 10 swroks a YN.MIw LENGTH (rt) UPCOt D-SET E ID P pLUBh ZAWC-WAIN CALI(-1N ! � t ,ON TAPCOR SOLD -SET FEW" to PRATINGLUS ZAY/C-NNIY'1 CALK -IN m W 13• 70 UISIi+[ m W` iti m m 10 eo [fE m 149. -4S LESS ,3' 13' t3• 13' lr 13' 13' Ir 1r ,s• (TOP) OR LESS . -45 To +es. -e6 1r 13' 13' 13' ,J• ,Y tY /3' IF 13• jr- t 1 n , tTOP) OR LfSS 13• 13' t 1]' ,r U' 13• t3- lr Ir t!' t3• t (BOTTOM) 1T 13• 1J• 13' 13' IF lY tr Ir Ir 13• 11 1/2 1 (BOTTOM) tr U' it Ir ,3• tr 13• 1r Ir 13• 11 In 2 (TOP) ,Y 1r 13• ,r 13- 13- IY IS' 1r 13• Ir 1r Ir 11 If2 2 (BOTTOM) Tr , 3'113� 1' 3 I' s r t• S ,3' ,S' ,]• 3 13 3 OOP) 1 r , 7 u ,r Is 3 1r a ,r u u 11 1 n 3(TOP) 12 1/2 12 t/2 6 I/4' 6 1/4' 2 1/2 12 i/2 - - 6 1/a' 6 f/4' 3 (lDrra4) - - 12 1/2. 12 1/2 i I/4• 6 i/4' 12 ln• 2 1/2 - - ° ,/4' a ,/•• 3 (eaFTOM) Ye' e• e• Y °• a' 6' B'•71/2' 4 (TOP) p• 5 1/Y e• 6• e" a 1/2' p' ) 1/2' 6 6' e' S' • (TDPj 1!' 0• _+•° 13 t3 7J• tr t7' 1Y - i3• __ fY 13• _6 _ IF _ (BmiOU) ,3'• _..__ i]• 13' 13• t3' tr Ir __+NaTTaO tY 13' tJ S (TOP) 13 13' la• 13 13• ,-- s 13" it 13_ tl 1/2-~ 11 t/ 1i 1 2 / S (a TFW 8 (WP)I 5J• 3 3- IS- 5 WOMM) 13` - t]' tJ' tr 13" 13• _6 - -3,-'-- , , , • ^ , • 3 u' - 13 -- ; • ! --- � • ] 6 Ile -- � 1a 6 T/4. --- OOP)- e_ 6 ,r - it ,3• ,r r 1 a rr Is• ,a f/s' 6 1/a' 6 1 a• 6 t/!' - - - - - 6 I/i a Ile 6 Ile a Ile - - - 6 1/4• 6 IJ4. 6 (BOIT.r) it r u• ,D 1 n ,r r ,r r 7 t 2 / s 1 n +r • 1 n 1 (TOP ii To I• -e u• e• ,r ,r ,J• e , r / Ir n , r / ° , r / e , n u• s 1 n , TO W-W ,r r Ir ,r tr 9 1/2 1S• 9 1/2 To 1/2 7 112 Ir r , (BOTTOM) - Ir 7 +/Y 13' 13• Ir to- tr to* it' 6• Ir 6 1/2'+ (NOTIO ) Ir r 13' 10 t/2 13' r it r 7 1/2 5 1/2 IJ 4 1/1. 2 (TOP) 13• '• Ir 1r 13• a 1/2' Ir 5 1/2• 9 1/Y 6 In' ,] 5 1/12' 2 (t0i Ir 7• 1J' ,]' IJ'To- 1/2 13• ' / 1/2 10 1/2 7 112 13• '6 1/2• 2 (BOTTOM) 13' 7 1/Y 13* 13, IF to' I Ir lo- it' e' 13' 6 1/2• 2 (BOTTOM) ,r )' Ir Ir IS' IS' 9 1/2 23• I 1 1/2 10 1/2 7 117 13• a ,/2- 3 (TOP) IF 7 IJ2• 13• tS• IF to- Ir To' it- 8• Ir 6 I/2. 3 (top) 12 1/2-12 I/ 8 Ile 5 Ile 12 1/Y16 Ile 5 1/4,- 6 Ile 3 MOTION) - 12 In•12 1/2' 6 Ile a Ile 12 1J ,2 I/ - 6 I/P 6 1/4• a (80TFOM1 7' r B• 5 1/2- r 3 in" e' e 4 1/2' 3' 6 1/2' r 6W) t t/2" 3• 6' - 6• 7• 4• r 4• 4 1/2- 3 1/Y 6 1/2• 3- 4 (TOP) Y 5 1/2' 7 1/2' (BOTIOO e' - e' ylr a 6' 5 1/2' 7 ,/Y (60rr0Y) '31 7' 1r 13' Ir 9 1/2' 1r 4 IJ2• 0 1/2 2 1/2' 33' 6• 5 (TOP) 13' 6 t/Y ,J' IF 10' tr ,0' „• 6• lr 6 1/2' S (TOP) ,3' 9 in' IS" 9 1/2. 10 t/2 7 1/Y ,)' 8 ,/2FN(Z TlaM) J' a 1/Y ,� 13• IY To' tr to 1 p 1r 6 t/Y (BOTTOM) 13' ! S' IF ,0 t/2 tY r tY Y 7 t/2' S +/2' fD' 4 /n"tr 13` a 1/2' tY a 1/Y 9 1/2• 6 t/2' ,J' S I/2' 66 I/a' 6 5/4' 6 1/a' 6 1/a' 6 Ile 6 Ileft••) B t/•' 6 1/4" 6 1 e 6 1/4' - 6 1 e 6 1/a• 6 {daiT "` SEE SHED it MR ANCHORS TYPE + SPACING FOR OGIUAT1016 ,INTO WOW "6" BULM M • MNRRM AMC'" SPAMM AND MNNN EDGE OWANCE ARE ROIATEG ON INS SCNROLRL FOR ED MESS IMAM M ICATO DN SORMI) S REDUCE ARDOR wcm By W&MYMG SAICM I OFN ON Sorkin M TAE POLLOWIAO FACTORS, FOR THIS OPMTKW 70 6E MSSBI2. MILIKKm SAACMG TW LWU IAXIO FACTOR SNNLL TACT K LESS TWA A MKW SPAO,D KVOkTM FMM FAG• ARDOR TYPE oW MIN SCAM= 1/0. 1/a•. ,µY ,/e. 1/a". Ile. TYPE ANCHOR TYPE ,WaWI _ iFMO•el _ PMH nova a -a RK . EArc-+MAN .oui mmm mom SMCN° (k) 3 3 2 3 a'/r 1 1/2 °ARAMSMPP"Mw 3 3 ,/r r 3 .,Ir 3 RMPAM PLUS Opsom MGM ei S 3 ,/r a I/s' S in 3 1/r AGAVE OK DEWY= (Ea FACORR 1.ro IM '* SFACOlQS ONLY VIVA WHEN SPACER®S USED. SEE T /1 FOR MAX. A.S.D. OESlON L.CWOS & MAX. PANRl LENGTHS WHEN SPACER LIED. 3' MAX. D.W(j). 7 1" M. Or jb"I L A AS.D. DESIGN LOAD VIAXIIMUM Pi 40 PSF OR LESS V-8' > 40 PSF TO 50 PSF i > 50 PSF TO 60 PSF 5•-10- A MAX. PANEL LENGTHS ARE OKY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. _. _. ____...-_ ANCHORS (SEE SECTORS & ALTOR ATIVFS ON SHEETS 13. 14. 15 rolR-tA/13, R-2A/13, R-3q/14• R-1B/13, 9-20/13. R-311/14. ]• "R-MAW/15. R-2AW/15. R-3AW/16. r101sR-18W/15. R-28W/15. R-38111/16. t• w' L/I - 5.5. BOLTS W� 'L• (USE FOR PANE! LENGTH WX. T Z,114-0-20.11' OVER r_B, 11 PAt� LENGTH REGULAR O PAtNEt REGULIN STORM PANEL e'-B' O 440A. - 0.0 P.R.F. (W/ 008W MD PAIR LENGTH 900) LINE �ToEM PANEL a SA7T' P-f• (Oro a1ND6AP TAD PAtal. LENGTH BOLT) -_ A USE 2'-W w. PANE. LENGTH W o.l - .. - --'-- - --. -.- _ / 2 At ALL tE01Rtf111G5 �' I "�•1 I S.S. BOL�TS� W �'- �. AT EA OVERLAP t r I ' � - 6 ' I --f------- ---` --------- NOTCHES AT SIM L TION O LIFE SAFETY -' PANEL BOTTOM CORNERS C yj '-(WEiiAP- :-gip_. at O tWN6 NAIT AT ECERIOR WIND NUT AT LEFT PANELLOli0lliEl - - -RIGHT PANEL 3• WR: f INSTALLATIONS ONLY VALID FOR WIND I• w. R-1A/13, R-2A/13, R-3A/14, 0-19/13. R-2111i R-38/14, I' w; SPEED UP TO 170 mo.h. R-CAW/15. R-2AW/15. R-3AW/16. 11-101 15, R-29W/15, R-300i ,•.. - _ __. _ -. - _ _-_AICNORS (SEE SECTIONS 1 ALTERNATIVES O1 SHEETS 13, 14. 15 ttb)_- _Ile RAF. GNP LIFE SAFETY STORM PANEL (f) ELEVATION (t) ��SSTTORMM PANEL (MIN 0.4F1lM2 VILLEIT SCALE / .1 STORM PANEL ----------- ------= MAX,Ile GA, s.. � L� ✓9$ 1 -- ------ CAFE SaE'+T PANEL I.O . - * tf a FLORIDA BUILDING CODE Non Nigh Veloocifty NMrcfce E)i rZS�F,S/�oR10► G`g<LQ== amona06 24 GAGE GALVANIZED STEEL STORM PANEL IW SECTION A -A kk ILIE C O EKG. ORAL PROTECTION PRODUCTS. U.C.No amemn4em S.W. 51 w x11. i 1k NAA MAgM 4rHRaI. k J WAR. IL Sri - SCALE 1/4•.1 • K.... nA1 P,-g1F _ .._ _PIN A-tqH INOK: (6S.NM-TS4a FA% nro.)NR-im 20- INSTALLATION ---- ilk DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES -- ll, .0 WOOD HEADER -- - " W°°DAHEADER - - i - V WR£NEEM" - I:I _ HEADER Itnvueem I 1 //4'9 fAPCON .1 1 ' -13YC1OR I 1/4.9 TAPCON ANCHOR t//H•9 TAPCOI ANCHOR i//1'. TAPEaN I -CIOR ! 9. Ot. O 9' O.C. ,I O 9' O.0 • 9' O.C. ri . ,.. -.. k _.� �:/ ,; ICI 2 ; LJ _..11 I l�J -ei1 Sea" I- ) , 1 , IJ2• I/a• 1/Y t Ile 1/2 1 11/e t/2• 11 4• '. WAX. -- - I' 1 0.i 1'I MI5'. I(LL 1 ,, 1 FI 2' I 2 1'2•' 1 y 99 I LRIL 1 BM 1 Ain I TAIL 1� . 4 I 1.J� 1 j 1-t a L_I /tOx,' i 10 N N + p 1 1 M_ r -_ /+.. •- �.' .. i ww.a W ENSRNfey UAA N I , to.t• ,• I E. !i. _ E% N .' ,. I DLASSOn - A.. 11- 'r a Y >y Antt W,QI) �. � fix - I aM, ,/ m,• . :. ;F..1 95. 60.,1 • - _ B S i IAlIH OiO 7-a9 N t ( I 1 N 'iMAI N I 1 N ,rjW i I V MAIL w °_ %-.: -._: ; L RAM.tl -:..,,i__ _t 6• PANEL LENGTH D (SEE ELNATiDN Y 1 - -. __ , -_ ♦-_ `•' 1 ....- 8. PANEL LENGTH Y` (SEE ELEVATION PANEL LENGTH R 111 I 9 ELEVATIONS p I 1 1 i . _ -L ON SHEET t2) ,. - _ _.. _.. PANEL LENGTH N ; . _ _ (SEE EUYLION 1 ON SHEET 12) 1 Ott SNIQT 12) _ 11 pp•-TIMI.L71pM , ONSHEET 1 O N 1• LNn. O 0 10 Q1A55. O { 1; 7 N ,' a ,-� G ASS. 1 L/2 SEPARAION- i �_("� ro wAss 6• A j-� ",I_'T 1 �J F-SEPMt Ln ; m 00 1 cIASS. ; o. VEb _ _ I v ED I - I IJ2' -_ t _ ___.I Efo .-• _.Y - l _E Si NOL TRIP WS _.. _... ___-omit \:i' \:1 _ '�) 2'.4' WOGS PATE "I ') 1� 6 o 06 NCN •�7 - i •a { TAPCDN •. - _i/4•. TAPCON REQUIRED : _�4'. 1APCON 2•.a• -- 6 11 O W D.C. STAGGERED STAOGa!REO W/ 51U0 ANCHOR • 9. O.C. STAGCEREO W/ 51UD ANCHOR O 9' OX PLATE P ,I __1 4 , ANCHOR I I WOOD L�..._. ' _ aa• WOW _ I _. 0 0 D.C. REQUIRED --. .. ., OUP - eLTERNATiVE R-, ew O LIFE SAFETY PANEL SCALE 3/8-l' a Tit O LTt��S�IA�IF�IE�Y SCALE �-l�I L GEN FLORIDA BLLLDING CODE Non High Velocity Nurrkam Zone .44167 •: £ 24 CAGE GALVANIZED STEEL STORM PANEL P0.4.N tln 1, INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (P.i.i) AND PANEL LENGTHS AS FT PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ * - #' * = STATE 0 - •CL 9'• I L E C O GLOBAL INC. i V/fi/1W0 PROTECTION PRODUCTS LLC. N oME 44M SW. NA6¢T MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 0,4: RpRlo .• > •, R x�. tr s a'ww IARAE w a1w +i"E• ^• wu 20-175 DENSITY OF 0.55 OR EQUAL SI •• ! 4n-1w N.1a m-1m INIaNNc �fA- N l'Mlw-7s+n. FAK (MFNN6-ein ia�O. 11�14. WM "Mom IN; P TIR/MTE I , RAtTp A t%LR r_ P2- ,U rr- F 71WE'T t1 a SO MAXIMUM A.S.D. DESIGN PRESSURE RATING ,p,,¢i AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL CI) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) HONE A.S.D. PRESSURE RATING W10LUY ANCHORS SPACING FOR w EA. PER SCHEDULE RETAIN APt�ICABI[ rot 7HEA MAKeAM PARIS. LENor NGTH (n,) MAX A.S.D Des"TE PRESSURE PATM (Rtl.} " NY ANCHORS SPACING FOR MN EA. PER SC EDU E BELOW APPLICABLE mt NABXNN,AA LENGTH (M1) TAPCON SOUR -SET PAEDESIGNlaM FEMALE to PA PLUS(P.R.F) 301 zow-HALM CN/L-IN TAPCON SOUO-SET 2NMC-W" CAUL-M W it' W 13, 13• W tr 1J• W 13' ,r W tr 12' m W Wci W m m W + > ft -46 ro ♦7S. _A Ir 13• to" 1 Son LESS +77�-7N alvi ine ,r 51 13• to , 13' 8 to 13' ?4 7 1/2• 5 In' it 4 1Ir 1 ) OR LESS is, It' 13' 13• Ir 1]• ,3' 13• IS- 12• IS- TO- t (BOTTOM) 13• 6 1/2' 13' 13• 13' 9• 13' 1. to' 7 1/2" Ir 6• 1 (9UTT010 Ir it' 13• IS, IF 13' IY tr IS. ,Y IS' to' MP) 13' S• Ir 10 In 13' 6 1/2• 13" 6 1/Y 1 1/2. 5 1/2` 13• 4 1/2' 2 (TOP) tr „• 13• 13• ,r 13- 13, 1r 13• it IT to- 2 (_ki 13• r IS, 13' ,r 9 in' lr 9 11r to 1/2. 7 ,/Y it a in• 2 OOT1O) t ' 11• 1Y 13' 13' , r t ' J , Y t3• it' ,J• 10' S Crop) T t' 1• t' t 9 Y i' 9 1 2' 1 , a 2 7 1 • ] U' 6' 3 (FOP) - - 12 I/Y14 ,/2 6 Ile 6 IJI. 12 1/2 12 1/2 - - 6 I/r 1 1/4' 3 (9OrlOW - - 2 1n 2 I/2 6 IJa• 9 1/4' 2 1/2. 6 i/4' - - 0 1/4' 6 Iµ• 3 (BOTTOM) 13' M .. . r N 1 a p�..._a' 13` __ ; = s fr it ,l• _ s• IS" 7• !'_ ,!' 13- S. - 111 a e` 13' 1/2' - to, a (TOP} 4 (BOTTOM) 9 (TOP} S (em7 j 7' r r 5 to 7' ! 1/2 r 4 ♦ Tn' 3 6 ,n 2 t/Y 4 (TOP) °•- _I S• IF _ - / t/2• 6 t/Y tY - e' - e' - 5 !/Y - - r - 4 (°OFTOM) _ ,3" _ ,r 9' _ 13' -- 9' _To' 7 1/2' iJ' s „ r 1 r /)• I3' t 9 2 ! tY_ 1 ' 9 4 / O i n 7 1 - n t 3' 6' paTtGM) S_ 13' 11 _ IY 13 13' tr _r 13' 7r tr ,x' 13' to- _ON a GDP) Ir 5• Ir t6 in ,r 6 In• 13• 6.1/2• 7 ,n• 5 1/2' ta- a 1/$' 6 (TIN) _ 6 ,/4• 6 IJe _ir 8 1/0 6 IJa• - - - - 5 IJ4• 6 IJe 6 (eDT!•) - - 6 t/f• 0 IJI' 6 Ile 6 Ile 6 1/4' 6 , 4' - - i 1/4' 6 1/4• a (°OTT.••) Ir 7 1/1 ,r 13• 13" 17 Ir to' t1" 6' Ir I/2' 1 (TOP) Mp +-0• Ir s• Ir to 1 n' 1r 6 i t]• 6 , 2' 7 /n•, s 1 tr 41 + Crop TO°• r-a- IS' 1 1/2' 13' 13' 13• 10 1n tr 10 112 11 1/2' a- 13' r I (BOTTOM) _ Ir 6 11r I ,Y I '• 13• 9• to*- 7 In• 13• 1• 1 (B=OLO IS- 7 1/2• 1r ,J' 13- IV 'Y ,G it' IY 13' 5 1/2' 2 001 ,r 5• 1r 10 1/2 1Y 6 1/2• 13' 6 1/2• 7 1/2• 5 1/2• ,r 4 I/Y 2 (TOP) 13• 7 1/2- 13• Ir IF 10 In Ir 10 112 "1 1/2' it. 13• r 2 (BOTTOM) 13• Y 1r 13• IF 9 1/2' tr 9 1/Y 0 1/2' 7 1/2- 13• 6 T/2• 2 (BOTTOM) 13• 7 1/2• /T il• IF t0 1/2 13' 10 1/2 11 1/2• a' IF 7- 3 (HOP) ,T T Ir 13• 13" 9 11r 13' 9 ,/2• to In 7 11r it , a- ] (TOP) -- 12 1/T 12 ,/2 6 +/4' 8 t/•' 2 1/2 6 1/4• - - 6 1/4' 6 I/4' 3 {BOTOM) - 2 1/2't2 i/2 8 IJ4• b //4' 2 1/Y 6 ,/a' - - 6 ,/4' 8 IJa• 3 (BOTTOM) 7 1/2' 3 1/2' B' C 7 1/2' 4• a• 4 1/2• 5' 3 t/2- Y 3' 4 (TOP) _ 7' I r a• s I/x- r 3 ln' 8• 4' a 1/2' r b 1j2' 1 I/2' 4 (Tot) -6' - 1• - r - e' - 8• - 8" - ♦ Marr 0 r - 5 1/2•III-, 8' - _ 6• - 5 ,n• - r - (earroM) 7 ,/x' 13• 1r u- to In 1r ton n -,/x s• ,r r s (Taps IS* 6 ,/2• ,J-tt 9• u• '• to• 7 ,n' tr a• OOP) q' 7 ,/1' ,�-- U' IY is 1/2 tJ' ,0 ,n , ,/1• e' _ Ir 7` (ACTION) IF 7• I3• IS' 92 11 1/ r it r a (MOP) t3' S' ,]-fa' 6 IJI• 1J' 6 T/2' 9 In' S ,/4'6 Ile 6 Ile 6 Ile - - - - 6 1/4' a 1/4• 8 (BOTT.r ,RE qw it ran ANCHORS TYPE & 4•.ONO Fall *$TMtA1N% WO ,WOO PRM6 IIRd1109 • 11MIMA ANCHOR SPACING A/O EWWUN [i Dg7MM ME M=Ub ON THIS SOCIRAL FOR CD LESS THAN NON'A,ED oN 3041KRE AM= ARDOR SPACMG W 6RLTlL1+NG WN XS WORN O. SOC UJi W TW pvLLm O Twines. EON It49 OPORO K W 9E poloo . RMIXID SPACM o9ti U fta FAOaf SILL War N U55 TWA HMMUM VADIN AI RAEU FOR EACH ARDOR TYPE 1M Two SCHEDULE I/e. V41_ IJ•1 1/4•. AN411011 TIRE MM I Sul -for I LANC-+RRM of WOMAN ANCHOR WVCMO Di 3 3 3 3 1 Ir a ,/1 MNW^ M m" O+J 3 3 +jY 1 r a 3 ,y' 3_ ONTARIO"4 liO16H• ] a 1/1' 1 3'/r S 1/1 31/r ACR99. M 6NVM FACTOR ..� - 3• O m O n - '-00 OAS 31/31 •• SPACINGS ONLY VALID WHEN SPACER 6 USm. SEE TfiBt.E 1 FOR MAX A.S.0. DESIGN LOADS &HMG(. PANEL WHEN SPAM W IS USED. IM9Ld1 A AS.D. DESIGN LOAD MAX" PANEL LENGTH 40 PSF OR LESS ii > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 80 PSF W-10- A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/1" SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Nor a� a_ N O� 'a N Q oO O c CD ca U -v .4Z 0- N CD O _ 0^1 O O ca- O W /•per�,p.� `V O 0 � B.F. CIO M "� O�9Cl Q� O L i -0 CD- Q Q z z W J 1/4'i TAPCON.__ _. _ - INTO POIRD 1/4.0 1MCON � INSTALLATION DETAILS POURED CONCRETE OR pEXfT5T1P10 POURED -�WNCRflE FOR LIFE SAFETY PANEL C1 CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON.. _ [teT91D POUTED 1/4-0 TAPCON _ _ POURED ANCHOR O 9- O.C. i OR ANCtIDR CONCRETE BLOCK O 9. OC i OR CONCRETE BLOCK ANCHOR O 11 O.0 CONCRiFE OR i CONCRETE BLOCK /• ANCHOR O 9 of r �. OR CONCRETE BLOCK REOUIREO. f . REOUtRED. REOWRD. -,_ REIXIRfD. ^� 1 O 1 , 4 I �, 1/2' Ile ( 1/2" Ile N -� d?AW. _.. _.__._ l! .LARK. ____ - /', �-.__-.. _. ED• � �: 1 ' EO• �' I EO• /I I E.00 , n a 1 � ry I p I. AM. I I p N W. I I • V! CV t p E%IS TIS JI iif ._ 1/A13M,• EKISTFjG.R°TD -1 nPM OAss D1A55. 6 ,/.'►-San• -r �- -- u eats W �, I _-.. ��Y-]0,• ETDSTOMG-11 Y - fs aCA Ny® o 0. aqE.► _ E%6i,� T- () CLASiE OASS u ♦ -- ,/11-10,• _ •#- ., . ..T.f. 6nn W -- En Q d N EU i MASS a 1 I A A a 1 MTaR1 aLOU r�l e ♦ -_ tl ,_�/ t- P ,. , I Cl/USS 6 - t- I NW FM RAB tl _ 1 MORON oO r-67 n 'l' F r N Y N P; O.. A u L I 1 } 'L' 3 G7 d fy (J7 PANEL LENGTH 1• - - 6• PAWL LENGTH I}j , A 1 0 �% Y i. PEES AI/VL �TIOM ' MAX. :: ; - B- PANEL LENGTH 61 Q V • 3 •. A ° r .. - (SEE ELEVATION - 1 N 1 (SEE ELE1D•TON _..._____ ,f. .__T. _.. ( ELEVA I p 1 (SEE ELEVATOR A- 1' Yfn. ON SHEET 12) d _I _ I ON SHEET 12) I 1' MM. 1 ON SHEET 12) 4 11 1 ON SFWFT 12) d y Q-SEPARATION I h f- j ARAtX>rl 1 .� E.7 CD d TO WA45 1 f N - -... - L_ ._]] -. p TO CLASS. 1 W.- - _-_--�_ / C f rr r 1 Ln lry i/ ..;r I I f r l- I .I� I✓2 1 kin CL / / N Cc CD Cj E.D:0 D. 1 1 D 1 :. y.. , ,d I ! q ,T 9C ` 1 f r - 1 a.- :. r'• ! a "•' ( EDF 1 EDI I 1 fdn M � _�i�nDr Lqo M5 Tan W ' 12 01. I/PP TAP ON� i/4.0 TAKON� _.-I/el TAPCON ,1/4'P TAPCON ANCHOR O 9' O. ANCHOR O 9. O.C. ACiOIt O 1' OA ANCHOR O 9. O.C. EXWMG POURED CONCRETE OR EXISTING POURED CONCRETE OR E7a5TING POURED CONCRETE OR ECSnNG POURED CONCRETE OR CONCRETE BLOCK REONREDL 0 �ELS _ (� ETE BLOCK REOURM. ft 6iEE�NEL �CT1ON -CONCRETE BLOCK REOUMED. O NREGULAR LS .__CONCRETE BLOCK REOURfD. WEL WALL MOUNTINGS SCALE 3/e.,• i�ALL MOUNTINGS ...NH1NHgNFRNF.._ SCALE 3/p.t• PLATE IRODA REGLNRED SEE SAM to ! 16 PDR ANCHORS AIICM TM ..1 fa-W_ TYPE A ShNi FOR OWNUATON6 si goam WIND FIRE ILNOaIM. Wavi ANCHOR swou S AND Mb1YW IMUAIM no" aPANq (1.J 3 • NM �OWNHWM tln3 AaRANCp•.) aM"Y WwMI 00 3 a EDGE DWARCE ARE OC CATM ON THIN 304MULL FOR E.O. LEST TV" POICATTD ESPACING ON scmwu REDUCE AMOCR SPACINGWY ANA m rACM TAAIMLIOO SPADING SHOM aN SCHEDULE Wt THE FOLtOAMC FACMK POR INS aPERATON W K FOBWtL ACTOR SMALL Nor K U96 THIN - - MOOMUM SPACM9 OCCATED Hal EACH AMOCO TYPE ON INS SCHEDULE- S*. _.___ - -. _.. QUA- 31 • - � aE 4.0 TAPCON CHM O 9. a.,- 4) 1/4• NMit- •1 KOLn__M� 1�)11OM oa r� 1• MAX. ! PANEL LENGTH (SEE BATON O12) U .0 Ln aVt41m ,f4Y PANEIMATE PLUS "ANCHOR O 12 In• D.0 SCALE 3/st- lsIQ�S: i. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.C. DESIGN PRESSURE RATINGS (Iii AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (Non Woh Wledfv Hurricane TAPCON R O(r ox. I I I , j1/�•Y-Fat' f8 R0.A P54 p 1 1 6 I A i MAX - -- n PANEL LENGTH +• (SEE ELWON ON SHEET 12) ° / I %1 N---SEPARAT,ON - �/ O CLASS. ; 77jN e, l 0 , I 2'.4• WOOL) • - 1 PLATE IEOIWtED 1/4•0 PAINEIAUTE PLUS ANCHOR O 12 1 n' O.0 A - LU Q Z Z Q ,J CL SHEET NO. SH 1.4 _16Ezt/tie, - - eVw/113._ . -3' M. 1' Mtn. lJ(SEE NOTE 2) i /14X(• S.NOM.5. E ANCHORS (SEE SECTION EZI & At "NATIVE EZIW ON SHEET 18) f)W%o - 1' Mn. 9 (SEE NOTE 2) OF _ 0/16'! uUMwUM _ POP RIVET 1 /2' O � O O o j D Oi,- eTF • I I I fl A, 2 PERsox PAM -[.-._..,. TT 1 (EMU PANEL) ` (INTERIOR PANEL) T (INTERIOR PANEL) ` (INTERIOR PANEL) (END PANEL) 1 1 2,L SEE NOTES . 3, 14 I I 59 NOTES 2, 3. • MAK i } I ) PANEL UNGM Ar I )• • • , I BDLTED PANELS W/ 1/1+-2041' (SEE ., LAB) S OF JJ_L�JJ-LLJJIILJJ-LLJJILLJJ_CLJJ111JJ_LLJJILLLJJ-LLJJJ ___._. _._ e 3' MOa SEE NOTE t !• MR. .SEES SEE IMW NOTE 3 : w/� ANCHORS NOTE 3 -(SEE SICTION E21 & ALTERNATIVE EZTW ON SHEET :N: E j'd Ft1W/It.8 TYPI 'A ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM ( } i6a7•(MN. OVERLAP .I "NOTE VAl1EY) v /i MAx. GAP SECTION A -A SCALF: 3/32-= asp �P A; TILL/l✓9 &, y> . EN A .44167 Te 4 STATE 0 ' yO,EF FLORIDT'_.0 .a`�2c7 46 ENGiNEERING ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT Ser4embo 15 2020 Application Number 17869 1 - R2 EX Protect Number 20�31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road ufact u West Palm Beach FL 33409 Product Named Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Repon is being issued in accordance with hie requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3 005. F.A C. for statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized harem to show comphance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intendedat least equivalent to that required by the Code Re-evaluation of [his product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: AwPRODUCT EVALUATION OC UMENTS EX tlmE#20 31543 Lw 24ga Galva 2Fu Steel StormPanels alHVHZ d No-HVHZ)sheers 1-5 preparfry Engineering Express. sgned & sealed by Frank Bennardo. P E. is an Integral part of this Evaluation Report • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards Der test reports)12BT-ASG-17-001 by Blackwalel Testing Inc Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reports) 06T.ASG-17-001 by Blackwater Testing. Inc. A STRUCTURAL ENGINEERING CALCULATIONS ENGINEERING CALCULATIONS Structural engineering caiculalions have been prepared which evaluate the product based on comparative and/or lational analysis to quality the following design cntena. 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAN0ENGINEE RINGE %PRE S S. CON ENGINEEP INGENPRESS.CDM r1w- r� , L al- rn rr -1. YnA ff. �, � IIr i11 n, .1rT I •H u.tR1w-RI-. ^r , +Aa v Q II nPyT( > 2, T4fl,4T _T 1/ !y .,ins mr mw.. tR -1J1Ait n •1 LM.K7N14ri:1 NlM,tll VH.I I(1N AL,-pr BUILWUT HW N,INI; EKR:US301LF 'O BE INSTALLED AT EACH OPENING SMALL ALWAYS Of I FROVIDED•*I REAR MANGLE TO FACILJTATE INSTALLATION IF INTENDED It TO BE INSTALLED FROM INSIDE OF STRUCTURE. 1AL-T, t , ). OFFlN1710N OF c€RrES 2000. E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL -« Cont TRACKS TOP & BOTTOM. 2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP Or SUC1, PANELS. 1) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNI SHALL CONSIST OF 1/4"F[-200/4" M.S. W/ 71VI10/32' ,'I NUT OR 1/4'+.3/4' Mtn THUMBSCREW INTO TAPPED BOTI:A, TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF ENO PANEL C) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM ?RACK (te. A STOP BAR IS ONLY USED AT TOP) AT VAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ADM- IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION r INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO t70 -ph. FLORIDA BUILDING CODE (Non High Velocity NUT Icon* Zan 21 GAGE GALVANIZED STEEL STORM PANELrf, R. I L I E C 0 GLOBAL 1 N PRO/2T/}82P OTECTON PRODUCTS, U.C.LLC. 1Art EF N4 W-LIAGI.EfAiN. CCYRPAI - S. 11 b•rETi >! - EM LwMl. fL SJ]r 20-175 ,. fsN en-r w� •,• •b.. PI Wl; Lg}.i68•-nN, rap cP1.jE8G-RT4r NGINEE RING R Page Z of EMI Amenean Shuuen and Glass - 24ga Galvanized SI M Storm Panels No 33% Increase in allowable stress has been used In the design Of this product Separation from glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed lest reports), and Is accounted log In the engineering design of this product Wind Load Resistance TINS product has beer) designed to testst wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document U e engineering drawing) Installation This producl shall be installed in strict compliance with its respective Product Evaluation Document it e engineering drawing) along with all components noted therein Product components shall be of the material specified In that products respective Product Evaluation Document (I e engineering draWing) Limitations & Conditions of Use: Use of this product shall be in strip accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed toads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for to 1. product's respective anchor schedule shall be designed tot on a sire -specific basis by a registered professional engineer All components which are permanently tyInstaBed shall bePr protected against corslon. contaminationianij other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Re+peofull) Frank BennaTdo. PE ENGINEERING EXPRESS* NPE(K'A 6549 I Cen Auth 988.5 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAKOENGINEEKINGE%PRESS.COM ENGINEEAINGEXPRESS.COM I T^1rrx: �I TZ NI . StE':.T 1'.C• ' I S N 3 2 1J.x9 4 Mn• T _ LL O: 3r 'NU M_N v4 iC 0'a": W%T Y W FILL 3TL . - /D1 CC&IIKi/R000. NOUNr SCRION :. i> n r-1`Y: ,I U_ Iti_ XY t �MNIL"WNTSERtON .-ILTA,fr:a-4^ 1. ,M, ".':n; rf,Hn Y-- -Yf N nA' M\NrfllfN (YgIMAYYANY -- KI V • M E T. J: n )mlgl w 1_W: Ali a.•zt, =•2•N.n: �4. 1 'N' E'TV ry' � IERi.]-Hi1F i A?Sf V'E :Tu" xis- rA• -EHI �� 'ar r"._. 's•_' CAx..S > T+E I VOPipwy,OP/MTTOM CLOSURE �iARA`-v. n r. nlw(:Jn1Xa 1.x M. ,,, :sTMI E � 1 gkr HNC- 311H'RRR FM)K ehKaPNK 20-31543 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL'J INTO, POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES EX15TING POURED CONCRETE OR 1: 4'0 TAPCON CONCRETE ULGCX ANCHOR 0 12, 0C. T.EO:_na1_ - i t' 11 1/4'e lAE•;,u, - a14AT' HEX NERD TEK wO;.n E1E0.:!- � -. � 14.7' __HEX HEAD TIX ilrw,RFr - ANCHOR 0 1'<<' OC SCREW i 4' FROM O 4' FROM EDGE OF EDGE OF 1� 7T 71 ED /A'A-m n / t V4'A-lu 1• R I SS pOlTS ®II 1 ' e 1A' ./, q U our 0 1' W.( f I/z' (]) MN PAID a 7 , 1] O'"5EPNMTMIN 1 J/38'P R [%IBN TO CLASS i EKI51IrvC�'"--5EPARATIOFI 1 _J/16Y T.. GLASS -II ALUMINUM POP GL,�S p ro GI.A55. �//-��.,,, LUMINUM POP I i Y RIVET it ...{' ' RIVET fs MLR • e I MAX,/.'•-2a,' - ll ( MAX _ -.. I PANEL LENGTH # LENGTH 'Y TS N I gitG N ]Lz\ p i _ � 1- fl 01 8-SEPARATION-} 1 q 1' Min. I _-,_J/4'►-20n2' R TO GUtS•S. I 1 G II --SEPARATION - 1 THUMBSCREW �N p ) I sox R TO 6tA55. I OF •L' OF l' R I I THUMBSCREW 0 1 E.D 1 I I E0. I4"A 07 f•- '! 1,/4`10 TAPCON ANCHOR O.0 1/4•0 TAPDON - r,r,r.TI C NUURED 21.4, WOOD ANCHOR O 12. O.L '["b'H" - - PLATE ' CONCRETE BLOCK ,] .._ REQUIRED REWIRED WALL MOUNTING WALL-M-DUNTMNG SECTION EZ 1- SLTERNATIYE EZ 1 W SCALE 3/8=1" SCALE 3/8=1. TN%N\ELi,LMrINAAIf p:,T�lt/j�f ytia 4i i�•.-' EEN '•.� s fLORIDA BUILDING CODE Non High IfelocIty NurHCon+ Zon+) S: MIN. PANEL 1_ENCT11 O. 441 - F11T2D (i416q ,Nc SMALL BE 2'-6" 24 CAGE GALVANIZED STEEL STORM PANEL_ oRNF.I O. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RATING +/- 40.0 P.s r. AND 8'-0' MAX STATE O = �_ I 4P• PF/TT/ PANEL LENGTH. •q -" -- 1L E C O IMe GLOBAL PROTECTION PRODUCfSE LLC, art i 9-. �y-O�. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .em sr. 51 3TRrn , FLOR10�. iZv� nun t�IN r a COMPANY wvt. rL �,a `°Wwo.�Fae1L "s.Iv:W 'Eti \ .,Sin°,-n•:.ala qwa. ,os,!Mr-7s.5. .A% (Rs.pr44.-t,'\T 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 9I, 310+ NAL ^' `•^�"�"' DENSITY OF 0,55 OR EQUAL. +` ,...,. r1G006T 19 - _ III/IHINN JSJgfRaatuRC[DAR 4Y „_nil "�, TL• A 'Loy I, WNxT ,3 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PEN, TO PANEL SPAN) TOP MOUNT (CONK TYP, TYP E AS 'D) SECTIONS -} WAI / " STITCH BOLT WA BIX.TS WITH WASH ERED WINCNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE 9 0 APPROPRIATE SPAN TABLE) PLAN vl Ely uQ RD.15E' - i � 11 / i I BDTTDM �( (COIN TYPE \ R 'D E4 ) R0.391" / MAY BE A, T �.! B. BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 N T _ ELEVATION TOP MOUNT (COIN TYRE Lnm Al- REQ'D) (SPAN ABOVE TRIK'IIRDN) BOTTOM OUNT -A m (COIN TYPE ®� AS REQ'o) O L Tf MAY VARY OCA ON Y 1 1 VIM IH 21 Z TOP MOUNT (COIN TYPE AS REQ'D) BOTTOM MOUNT (CONN Lm6x TYPE AS REq'D) (SPAN BELOW OBSTRUCTION) PANELS MAY SE NOTCHED AS REQUIRED, OPTIONAL W -20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASMERED ANCHORS ARE USED 4YHIf:H SATISFY WINCNUTS FASTENED 0 SPANS ABOVE a BELOW 08STRUCTION, OVERLAPS 0 MIDSPAN (USE 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION z NOTCHED PANELS 1 N.T.S ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: • - 2 GAUGE PANEL "•:JM STORM PANG SEPAPPRY0%FROM GLASS ,Viti Wmn ZONE 40 FSSENTIAI FAEII,nis ) WXUPRAM DESK N ' ALL OWANF, 11 T S FS i 1A PERT R NS AFLA ION. L S NS E I PRT RF ._ SPAN Ilma 1 I ND AN15G TFMf+ 30100VE GRADE THAN 30 ABOVE GRADE - rOtM 6061n 2.W I O6M 2.16 Hn 6 _ liUOln 606M 2.L W, M-45 1300E r 506E 2. 161 '/ 54 f3D.01n 6.06111 2.16 M 2 06AM, Gas. _ _ „ - U-2. _23SM 609E 253E 59410 6TIW�-_-. 2.72 in - ' +A 4 M 6 1210 2,90IN - A.13 ,,__ _ 2.98E TAN t) LHtUULt NU I tS: A H WITH N 1 1 ENTER SP N SCHEDULES W( EGA IVE P F i DETEGNLOAD AN FASTENER SPACING 0 8 EL DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS, 2 PAIR FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F--TRACK, STUDDED ANGLE, ETC.) USE 6.25' P4 FASTENERP TA V O L PANEL SPACING TABLE VALUES FOR 'H"- A D' "-H AD R (INCLUDING BUILD T ALL N U E E 5 1 CLOD G l OU CONDITIONS ) 3. LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER TOAD. GLASS SEPARATION NOTES: ENTER PAN H WITH POSITIVE AD TO MINE 1 E S SCHEDULE IO S E DESIGN LOAD DETER MINIMUM ALLOYJABI,E SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEi[r HIGHER LOAD 3INSTALLATIONS1 TH HV AND DE NTIAL FOR OUTSIDE OF E HZ Ou15t OF ESSENTIAL FACILITIES IN A.STM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING t5 R IRED. _ - - --- ',.it, mAnx BelNAuoo rE oK16 E 1P u see; MAXIMUM ALLOWABLE ) D"I`°"" n nk _ .-kTro-•" DESIGN PRESSURES: DATA,FXFII' �a��j 4- I� `I -0.1•V d5 NOTED IN DESIGN DESIGN NOTES: SCHEDULES a e POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED o FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH TI# u$ CO ERry7NG CODE, PRESSURE RE((77UIREME A AM 7 7 AND CHAPTER D DETERMINED IN ACCORDANCE G CO E SHALL OF THETHEFLORIDA BUILDING CODE SHALL BE LESS THAN 7E�'E wlu = B OR EQUAL TO POSITIVE NEGATIVE SIGN u_ CAPACITY LISTED N PRESSURE CAPACITr VALUES LISTED HEREIN FOR ANY ga m Z ASSEMBLY AS SHOSVN. �, Q w FF o rN GENERAL NOTES: D U w w RILL 'Z 1. THI5 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN W A.CCDRDANCE WITH THE REQUIREMENTS OF THE FL-■UILDIBG COOS SEVENTH EORION ((Z02D) FOR USE SNSIGE AND OUTSIDE OF TMF HVHZ. PER Err - i 0 W b ❑ TA620" 20I TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENOH ENTS WHICH MAY (n APPLY. OEa16N LRITtRU OEYOHD A5 STAtEO Hl0.E[N NAY REQUIRE ADDITIONAL SITE-SPECOIC SEALED EJ6IN EEMIG. 2 NO 311/3'S INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF7HI5 SYSTEM. 3. THE ARCHITECT(ENGINEER OF RECORD FOR THE PROJECT SUPERBTILUCTURE WITH W HICH -HIS DESIGN IS USED SHALL BE ReSPONSIBLI LD .. FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH 0 q SHALL 8E COORDINATED 8Y THE PERMITTING CCW WC TOR, 4 SEPARATE IRE-SPECSFIC'SEALEO ENGIh[ tMG SHALL 8[ PEFOO DIRE. III Meb z p LICE IXADER TO DINIATE FROM LOADS, 1"CUOu OR SPANS CON HEREIN. CONTACT THIS EN GLNEER FOR ALTERNATE SPAY CALCULATIONS AS MAY STREQUIRlO '•' W S E SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDRIONS DIFFERENT FROM rY W DJ a THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECTSHALLPRDANE SITE SPECIFIC DOCUMENTS- FDR ISSE IN A: ,t y� 1tL�YNll.. g CO NJUNMOM VYm1 THIS DOCUMENT 2' 6. DESIGN PRIMURE5NOTED HERE IN ARE BASED ON MAXIMUM TESTED = ^ «<< [[[ PRESSURES DIVIDED BY A 2.5 SAFETY FACTOR. 7. ALL FASTENERS TO BE Y'?0 OR GREATER SAE GRADE J UNLESS HOTEO L ,� DTMER\ttSE� FASTEHERB Sri E CADMIUM -PLATED OR OTHERWISE 'SPECIFICATIONS •g 2t "` CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH FOR ALUMINUM STAUCTURES"SECTION 1.3 BY THE ALUMINUM ABSOCfATeN, a INC,: & ANY APPLICABLE FEDERAI, STATE, AND/OR LOCAL CODES E,.) :' < O 8 ALL STORM PANELS SHALL BE 24CA STEEL. E.0.024- 9 UALITY STORM PANELS SHALL CONFORM TO ASTH"URA M53 STRCTULO STEEL 050 GALVANIZED COATING WITH A MINIMUM FV-48.1 KS1. fY W SO ALL ALUMINUM EXTRUSIONS SHALL 6E606a.T6 ALUMINUM ALLOY, UNLESS NOTED OTHFRNnSE. Q 11 TRIP 6 BOTTOM DETAILS S1101YN MAY aE INTERCHANGED AS RrLD CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTICALLY OR J AS APP C HORIZONTALLY LI SKIT CONCRETE ANCHORS [NOTED HER IN S A BE EM ELIDED TO J Q NO ONLY. IONS,INSTALL ALL CONCRETE ANCHORS PER MAN-CRACKEDRMS RCRETE ECOMMENDATIONS, RECOMMENDATIONS. MATH LITHE gg CONTRACTOR THE CONTRACTOR RESPONSIBLE INSULATE OIL PROTECT ALL OUR; � � ; � Q HE L ESTEESO MEMBER¢FROM D1561M3WR MATE0.1AL6 TD PREVENT ELER0.0LYSI6 24. BE SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGNAS d pe 14B� SHOWN ONLY. USE OF THIS SPECTFICATION BY CONTRACTOR, et. 41. q$ ee z 61 IHDEl4N NG LEGAL 4 SAVES HARMLELL TE F ES RESUL FOP ALL COST + IANACitS INCWDTION,SYSTEM FROMMATERIALEYON FABRICATION, SYSTEM ONSRESULTON P d. CONSTRUCTION PRACTICES BEYOND THAT ® P}}} By LOCAL Rest IS CALLED FOR BY LOCAL STATE. 4 FEDERAL COp6 & FlLOH THIS J& EXCMS A LAN. 1!. EXCAT ONE OF AESeLY P IONS ARE INTEND NO ADDlT701IAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED ALTERATIONS. ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT MARKINGS C P p 2 III A ARE NOT AND IMANEN TE THIS CERTIFICATION AR Q!p y PANE UL WITCATMIN LABELED AMINIMUM OF (l)L4BEL 17. PANELS FEET,C CONTAINING PER EVERY ].D FEET. CONTAINING THE FOLLOVItNG INFORMATION' 20-31543 VISIT ECALC.10131643 rol $f O rAde F;R'3- 3']: ..,mMT �f�m4l:Exo�AFcowsroRF � �J tff•'nWces "Dnru.PA c•„ r `T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT $ IF 19 S Ile H4ad•r 0' Cr IF 2T 24' W 27 24' ' 23' Is" Bugtleul•U'H•edn 0° 01 IF 23• 2r 2r 2r 24' 0' 2 r 7 r za- F 2 Tu5 L V H••d•r lY D' O' Zr 7 r 2T 2T 7 r O' 2r 2J ae• IBIS A, SWzr 2r' rr 11' 30' Jt' tl" W 27' 3P I,• 3r O t 'r Tr aD dOW •el, I 4F 2 4' 2 4' ]tit• aB 30 29 46 a &, 40' Ior Sr � 'r Tel, 25 M' 25• 31, am Sr 3O' BP 25" 50' 31' . gO sawanMwW4 z 2r zr1r- zr 2r xan• 3r 014(1M0, II" IF 'r ]' 48 Z4 •P' 30' Sr O V N•a0•( 7' P ff YJ' 2r zs" r 2 r O' : r :r 26' 'r b Tr cK 2 •' ar 2 r JO` 48" 30" 49° 48' , _4' IB' 10` SS- SWMott tZN MI>Mt 23' 2r 23` 41" 3fl' ]t' t r 3P 27' 31' t r 3r ST 1 SPIONSATYPPCOWA MIrAMUH AaI,PWAffi. SPAN584#L AN; ZPnBIN, ,aNTM•+ COMDIn Ai }OP pR MrTCM nANEL IENGT.R fF55 ,RnN r D5E NC FP I LAWE MOVI a4t HDr t) ML, MEtr14B14 .. NO S[PAMiION gRWI 1[A_S IE AEQY/NlD W,rth PANEL (Elie. ( i5 u4EA*[P TiAA *+AT ry(mL WI( gfSMCnVF NgJNnND .DNP1W1nCN AMU! S I10t YLp5VAE5 Rf IRlD WR All WitLNMAT MOMNrb Ili t,t4.i AIRfiV[ "AC SIDE SAA NDT C,7 VSfD WITH MRtN1U, NDUNnMG CDNOlnONS, tE0UI4F0 54wAAnPN r4iM GLASS 3HAl1 LtL�PE(,x lAAll 'F P TABL2 „PHlES TO M1H 221P fwiiM W wgrHOrr STRCM BOLSi AND NP. PNff15. • rXRH WRH PANEL • 11 5M' iFANRRESS Z C SPAN .1 [N 5ytDM D I N OPTION. DA CwAI3 A@A OPENING PNRv1, Yir ^AInpWIN THl£VAA lr10PTIONAL INTERIOR FASTENING DETAIL ✓ N.T.S. � O ^ Z LIE M. �> ADJACMi Cr W `a - PAIR MACMihF SDAtw r,•P , D'a r,�n J WA ANFIU,'Acr.ceT FAPGC w]N(Pvr �N wsnx l•[ Q �CASR IT K ' JG A L' NACAME $CA" �I b) ��BS® x STUD W WASEIEW6D wtARMUT • ' O C I.N C S b iLONN. in_IMMal, ratq USION MI Y!)ACENt rS �!€il 3 i r •ANELI E a y A •'NAM MWht I4I G I 'Iat t cwrYAE.s ��y�t�P `f Af00i INDKD - 2 C ■■ ' 1 !LwN n}E AS REOT. [Abu•F WCEgRS P- S i 3! IF '±w4(wr aA,. EEW,Acr, r.. 20-31543 o "caNw°« ��: Yn»D mAMIN DI vKUt4aENM ". sT,mNc TAst + [A•-. PAN4 AGIKENM,O Icusa w.zL) ' Mgt Ptsc+ImoN: OPTIONAL EGRESS PANEL DETAIL lr INTERSOR FASTENING L') rEM1tIk DO,IWP➢0. PC A PEM K50 e • 588: 2.ZED° 2 99o..2 250- t- D094' _ro06o^ - � aq lv sluux -<250" -" i>3 ?'eA LrA'D.a= hI� 0.750" 1p1 2 D,094" -1"D 094" N Q.125„ �A99"' c '£" [O.G25' O ♦N Q & r D 125, o a ID GA $ $ If ffi 0.094` 094" r- 'r 1.120' ,094" TIP, TYP z) W. �s on6v L_ 062" L 930" 1.930" I 0.375" W2" 5 YR N L35 A .A30• � --I 2.W0" �_ q o62" -.I 2.DOJ` � 2�Ooo" � w> -I 1�020" 2S0" -I 2.On0" I- TYP. i O E J AH R A':Y i C1001 E gg 1 180" 9 $lt 2t' �I - o D" EIEAOER [\BIIM•-0Ur V' HEADED 4(J-�-- C7 10J---- Q W U I 3.380" MAX )( 0.30' 0.331 N 1,S1 L560'I^�L.STq" BID II' 0,365"-I y]g 0.376` 04g2° D376`-t u �12.500•' PANEL COVERAGE �1 0.179"-MI I1 b55- 6.19t� 0.655" OL 19D"-"l Ij- LT.b55" .I 0.350" 1.007" 10 33 w y.,p I1pp 0.524 0.290' O.OSO' s O w 14.675" PANEL LEN Ire Lm �0.545 ' .SSo' 1D C !.\X GA PANEL VV OLRKTLON l'J MAY [E 0 OB5' 250" ft°°�� - om* T-.-•(LDT0go' ~ 2.00Q:�o. •rNAER. „ 0 0�700" 07LD" R0135"TYR .305 c SULD-OUT'C TPA tlL �"F' Emil a PL 0957' L`l = D MN L)r W-J Wai512 0. 190'^aF Di•:.55" 2 .1y RE E0.5ED 7y� .. QI "f' ANGLE - MACH iE%1ENOED] l AOo" L•U. .....TATff 11 J..YI( W A'I.,N 1>(RII (%1 OVERLAP J/ �'.25' MAX. Uc l,cc 7 4" MAX, AA CCUIMCL� k__ � o.IBIT,MAX n , .23' MAY 3 AX. - - oL a 4" • R :':44xT x-, ,rTT ,f.-rrr•H-)^r E,fx w c ^ • N,•n .,.. � � .. BUILD -OUT ,.... - m'.Hxr. SAY .B .r-Aac rr 1 EgIP/ 1 „I.N, )finl DTSIANCE T T T :.AM lY fSrf s' L 1.000' J EMEIED NI L:•p 1 rW F . i,l• Nx t � Q 1 ODD' w lx_3.,,•• _r_iF4, --. (.1 _'.sRNH. rs _.r 4Ir�p OVERLAP 3,820•,H tl:q A Dru '! MAX /-A NFn Uxn B u 1 rrrEc-[•5_ "' ram. S" MAX aE� N r 5 _ 1.50TT. !N dG M e". _ 1 1 1 .500 1 J R r 'Y1' CMAX.. Mini,. H r, T�a4rV-• E, t to R 11 Aw4 ' 1 � LC (1tARNERCLOS11RE 0ET7n1 EMBED rTAH .1 Y lh A l TRAPMoorn C�O51JRF DETAI( wn.l °•� yypp y iii D NTs5 Sf�B4$ ANCHOR SPACING SCHEDULE: 24 1AUGE PANELS PANEL FASTENERS 0 12 5" O C - ®®®®•BEr�1®®1vI®I� F��v®' l0y/ ® '�ay.GYA6° h ''W,,dV Nwzel ® .�"Voll011 PRIM �,.ME ' v, ®mini -G •f : 11' MAN O ft 1YCNO11 PR@BURE rn! PIP -to to ^-Ir I.Ka, - I,1 ern NnnN ALP in IN•-lir CONK rn! a Q C3 CA Cox" rnF Cl CI C3 C4 CONK rnE Ci C2 C3 C'I vn• T T EMBED 33 N•AI-P I-W Al ---I�.�,,..�� 46 B-W'Wu•�•� 2 5 12 12.4' 16 a' 160" M9' %2 5' IL. 16.0" 7.5' IZ5" 16.0. 16A 6.7 1Z5 16a 1"0 a 129 15, l5D' 61` 12 T1 36.❑"14 B' 6D' L.S 1"0 16.0 7 5 12,5 1 0 L. 7" 6A` 12 S' 0] 7 6.0' 16 4 [2. U5 5�0 16 l ➢ 16.a 141" 6 P 6➢' 2 I S 12. 5" 1 ❑' 1.0 I4 T' 6. ❑ l47 6.13' 126' 1 2.S' - 14 T 6 ' I40 ❑ 16D 14 7 f 60' fOj a1H ♦ 1 2' CM6CD V 33 WOOD 5Miicl 41 4B 32 R 12.5 li.O" 160' 50,7 12.5' 160 13.1 7.0' lI.S 160 308" 6.2' LZ,S 160 141" &1- TZ- 160' Z 115. 12.5 LL,S LOD 120" 360 It 15.0' 9.6 70' 6A LIS' 12.5 160• 160 0 9e' I f 9.6' 36" 9 6' 5.6" 12S" 123' 12 5' 16.0. 9.6` 56' 1d.0" A6" 3B' 16.0" 9.5" S 6 a -1 M•CM BFD 3/4" 1 73 TAP Cot/'CFAL' 41 48 iNYNwmum 52 ]Z 12,5 I 0 16,G 12 S 1 0 t1.5" 5" 12.. 16.0' 102 l25 12.5 1 13.3' 76 D S1,4" " 125' 150 9.2" 12, 5' 12 5' 16l 9 L" . 12 5, 12.5, 1, 31, i 0 105" 0 9Y' / 125' 12.3' 16.0 160 9,1" ,/ .1' 12. S" 12 fi' 1fi.❑" 91' /�% ^9^EM6ED ,71P• a N 33 A P,•N �HiIA-"41 lT UeUsxuC 4H 00 5a •�-I^^• 12 1Z.5' 160' 86' 7-' 3' 12.5' 15 5 6.1' S.1" ]a.S' C t2.5' 16d 9.0" 34' 12 5- 123' 4.E' 4 625' 2. 1 S ]54 5.9' S0" 6 "123 .25 tl7' 4.0" 6.25` 2 3 l2-S 4 S.5" • •" 12 4 " A D" 23" ]Z.3^ 4➢' 625' 12.3" i i" 4.0" E.ZS' 0.29' V 12 3' ♦ T" ♦ O" 6.23" ]2.3' 47' q➢" ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPARING. MAXIMUM ALLOWABLE SPANS AND PR.ES'SURES INDICATED IN SPAN 6U EDULE SHALL APPLY. 2 ENTERANCHOR SCHEONDULE BASED OPANEL FASTENER SPA[1NG, THE EXISTING STRUCIURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAR.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 ) mENnONOF IONTYPE 3'PANEL FASTENERS" ARE STUDS USED IN COW dNCrION WITH ALL MOUNTING EXTRUSIONS "F'-TRAIX ST UODED ETC USE 5.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ( ANGLE. 1 E ALL °M'- 4ND "U'-HEADERS (INCLUDING BUILMDT CONDITIONS)4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATION& 5. HOLLOW BLOCK HOST TRUCT RE SFWLL CONFORM TO ASTM C90 BLOCK 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULEB N 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM tIRICK dND OTHER WALLFT NISHES WALL FINISHES SHALL BE LIMITED TO 114 NAY OF SHALL BE VERIFIED By OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a,CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EYISTI NG CONDITIONS MAY VARY, FIELD VERIFY TFL'T FASTENERS ARE INTOADE ATE WOOD FRAMING MEMBERS EN NOT PLYWOOD. FASTING TO PLYWOOD IS ACCEPTABLE ONLY FOP ISIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL K NAL 2" 4- (MIN.) WOOD STUD (f" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G-0, 55 OR GREATER DENSITY, LAG SCREW SHALL HAVE "LLIPS PAN HEAD OR HEX HEAD, I L REMOVABLE ANCHORS ARE DEWALT VANELMATE ALL-POMTS SOLID -SET B BRAS`; BUSHI NG 12 MACHINE SCREWS SHALL HAVE i)Z" MINIM M ENGAGEMENT OF THREADS INTD THE 80.5E ANCHOR AND MAY HAVE EITHER A PAN HEAD, TIMES HEAD, OR WAFER HEAD (SIDEWALK SOLT) U N.0 13, MPOMVM B48EDMEN7 AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, ! 5'� DIRECT MOUNTING CONDITIONS. l6 WEAR IMERPCLATION 15 NOT PER MIRED FOR USE WITH THE RNCHIOR SCHEDULES L:STEO ON THIS SHEET 20-31543 I 0 O O c!) -Cu O N }P U la o CB N O U O CU "L '�^^ O O Q o CU o O I A Li- E.F_ .� � o ot > "0w �0 r c- F- -0 . E- �/JM� V Q Z Z W J M 1 CV O N- 00 . r14 � G Ltl N c a I/f d Q H.r t0 CUE d � C E c G LU N EO W O .� 4l N o= � E � O }/ (3) (D W U) 0 L_ 0_ CL Q U C O U W L� '^ CCf LU Gc Q Z Z Q J SHEET NO. SH 1.5.