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HomeMy WebLinkAbout6418 Back Forty Lpa ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F, Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KrWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W or wl With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp, Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext, Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 UPDATES v v r REVISED SGD, 06/01 / 18 4.1 A T � r— A 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance, was t� e Z � W G tO t.J N G7 �C N� 2 CU r = C o :d' m a CJ � c N O.S E .��i�✓ CL O L' W O N- i N Z W NN N 2 ICT To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E CD co 8 N'V Ns' � m � Q 'j io M y m - U) N O LL ei 6 Ot 25 Q C J 2 w 10 5 a _2 a _Z ma Z �. 0 = '@ I, (O 'S WW�Oj6' m w Q IL N N Z N OU Z W El El Z N M o g z z a a N V) Z a 1� LL T Cn w � V Ow o V)04 U w � m�•...,, E lots S t U j !,D Q � ti o w m z o z � U_ zo o gM <6 E tO oW D o F- rp g 0 Go E 0. �a�� fl d (ap L z az K W cn< a C Q a � Y m , o 0 Z w J o >Z �z 8o ¢1 00 A W N w W m <0 1K o <F ao MJ cl� V 0< a F 0O3 0 c 0 to >U)CD O d- ui Co T Co O NC L0 ^ 0 N 0 ILL O Y O co N m 0) r Q � N r E ofl � z° z = � E N En a IL o ai 0 _J� Q p JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. C S 0 M O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 24" TOWEL BAR w ON WALL ABOVE TOILET MEDICINE CABINET TOILET APER I HOLDER v 22 o> M M tr OZ N > M O (V 0 O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD 0 S-- TOWEL BAR IN TUB OR SHWR. FSHWR ALVES 19 SOAP `� DISH O o o 7 O O V TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS 00 in VARIES PER FLR. PLAN SINGLE TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER CABINETS - 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE 4 8 CABINETS - LL N Lo O 1,_2 2x T 4 c9 FRAMING.v q 1/2" GYP N " N r BOARD ^ 0 N CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 1'-4"X1'-4" "L" SHAPE CMU COLUMN •--------.------ • .- LANAI 1 T 8'-8" FLAT CLG. A.F.F. 0 9'-811 10'-4" 5-0" o CO i J TYP @ AC PADoo (O I I O I I S6 2-STORY O HB I 6068 SGD I 35 SH - ( ALT i AC PAD I I 1N -- B R K %.T'-a _ _1 -i TILE " -- I • DINING r - - -- $'-8" FLAT CLG. U) CARPET B O I I jl LO N I I _ 206$ I , -- -- = - - BF am NMI I: S6 mI -- -- �I TYP. @ CV '-0" ---'6--6'---- I III - ;01 2-STORY _� - _ z Q ___ 1 1„" Y I 1 ' ;r, t- 1 GREAT R M 8'-8" FLAT CLG. CARPET O I O -,_ M .- iZ - lug KIT-r M $I 8„ FLAT CLG. a I - I - _ _ I LL LU PLUMBING LINE h 5�„ '- 0„ 3,0„ -� „I 8,�„ 2, 4„ 4,-4„ o TO SECOND FLOOR -- I :., - - -- T- i i M (3) 2x4 #2 SPF STUDS W/ 1/2 WALL = A � L0 p1,1 i (3) OR RAILING 1 16d NAILS AT PER SPECS N • -- o - - -- BASE FLOOR G.T. OA M 1 i ► I I II I I I ►, _ - I ! 26168 = T - -r 1; 1 1 1 : cJ� '� c'cp 1 I BF 1 I 1 1 1 II 1 I I I 1 1 I l I UP - p - Y $"-$ FLAT CLG--_ I I I I 'FILE; 115 1 h 1 2 I1 1 1 I I III I 1 Ig I I Ilg 15 I- I I I_ OPEN I ( I I TO ABV - m S3 r16 - - - - - __ -- SHEAR WALL � EDGE (3)2x442 SPF; ST t7D� W7`US�_ -� f FLOOR G.T. OF SLAB 2" w - W.H. BEYOND WALL I _HTT_1 l@-BASS _ 'S 6'-4" 4'-5" T-3" - W ZO M F BUILDER TO PROVIDE Q APPLIANCE PROTECTION OM 7 i- �OY�ER o S4 C $ 8 „_ Ft A CL - - U _ W o - WHEN REQUIRED PER FBG J S3 H1 TILE `- _ - > � 00 Z PS J a C NTER ( U WALL TO DAEACH SIDE OF ) FLOOR TRUSS © oo I I ABOVE 16" O.C. U) - o I I N TYP. @ - w o U_ M I I 2-STORY -- W � GARAGE X m>-- I I > W 8'-8" FLAT CLG. A.F.F. Z p � -- - N "�' �__ I I ENTRY °° w -- -- � -J 8'-8" FLAT CLG I I o� Z LL AFF I I oA -----------------------------o tri TYP. @ SINGLE FLOOR G.T. STORY -------- j 8"x16" CMU COLUMN j N W/ 6"x12" ABO E - 12"x12" CMU w/ (4) I K INTERGRATED INTO I #5 VERTICAL o HB - I S4 TYP. @ WALL W/ (2) #5 1 "' 9- GARAGE VERTICAL I i • -4„ 16070 OVERHEAD DOOR 0 16-0" 1'-4" 2" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 0 +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 251 S.H. 13 20X38$ 182X37a S.H. 14 20 X 50 18 1 X 50 S.H. 15 20 X 63 18 X 62' S.H. 16 20X72 18'X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S. H. 1 H3 27 1/4 X 38 a 26 x 374 S.H. 1 H4 27 d X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11-16 27aX72 26X711/2 S.H. 22 37 X 26 36 # X 25 1/2 S.H. 23 37 J X 38 e 36 1 X 37 3/4 S.H. 24 37JX50$ 361X50 S.H. 25 37 J X 63 36 ' X 62 1 /2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54X26 52 X25 S.H. 33 54 X 38 a 52 X 37 S.H. 34 54 X 50 J 52 z X 50 S.H. 35 54 X 63 52 g X 62' S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 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 e (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 e (2) - 1 3A X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -A SCALE: %"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302,5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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 buiiding. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL 171 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 Z_ LW W j C n G1 C..)� m N = W C3_ C= Q � CV Y .✓ W as y r.L r .� r .. = C CDG t = f/ 8 �o a cJ `o w CM O N s N eye n c. i "• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W .a OU FA �0 1 0`� LLv i co r W w is Q 1NvLL i a Y J ti n. z z _ _ p O rev o ❑ O m W W ¢'I o w 'li r d N M z z Q Z O U ❑�❑ W N M o g z N a Q � a J N U M z a ch o 1l O LU o uea V(a U U UJ r- J E t I U o N c CO N � � o z w M Q z zo �o aN � O E Wo z oa ►`� co CIL 0 o �E o X L r wZ `" c 4 ❑ m O & m Cl) 1 m z ¢w 8 zC 00 aw go a S z W m ¢o �LL o M V Z¢ ar=- O- U3 12C:) > L0 J O a; 0I m LO O :3 N 0- L0 �. JN a 0U m _�N L0 O `./ a.. , LL O Y O CD -0 c6 N M m 0 LO Q �LO T m � O (0 N i6 LC) o Z z E N U ITS E 0 a) 0- U J Q JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. SIN T T=1N r CONT. HANDRAIL RETURN TO_ A DETAIL iSCALE: NTS STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 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 9'4" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH - WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** I--------------------1 A 25'-0" - i i I I 8'-9„ 3'-8" 42" KNEE WALL WITH H1 I � H1 1x8 CAP &CASING TYP. @ D2 ; 43", ED2 S6 CORNERS l 125 ( q H ) TYP. 3/4" PLYWOOD USP MP3 CLIP EA. U.N.O. 25 H DECKING STRINGER TO BEAM/ - TB 60"X36" GRESS* EGRESS* SHOWER FLOOR SYSTEM TYP. _ Mld 16 ---`- FIBERGLASS SURROUND OWNER'S �- , TP r 15 �`\ 36" H. CONT. _ = O �' SUITE 8'-0" FLAT CLG. - - 14 ` GRASPABLE H1 D2 j-2�16s CARPET FLOOR SYSTEM - - 13 `� �? RAILING I i l - �-068 - B _ ___ I - 0 ��EI 4 - G.T. Co I O --I3'-6f'-- X h-10" 33 M 15'-8'� 12 ` I 4-SH 11 I 3 R&S i _ 1x TREAD 10I `\ l i LO (.0 n 42 KNEE D2 WIC 0"FLAT CLG. d cold o (TYP.) 9 I 00 WALL WITH Sim. W/ MSTAM36@ U,I CARPET e � ��- 20684"� O _ 8 ��co I 1x8 CAP & STRAPS �' � , IC ACCESS r I STORAGE r- CASING � BASE L______ __ 00 UNDER 7 `� I _ R&s STAIRS 6� � r,, _ ; A ------- 9 O 9 2x FRAMED 5�� TUB/SHWR TILE TO7 3'O-3" - -- 30 P r . L�_ 0 BEDROOM 4 WALL A.F.F. 8'-0' FLAT CLG. 4 �� 1 x8 CAP & BA 2 in CARPET 1x RISERS s �� CASING s WFLATCtG. , -6" o (TYP.) TB N 2 _- /-112 WALL OR U 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = 1'-0" SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS - CONNECT TC 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE ih 0 rn OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 O +28.3 / -37.0 EE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25 2 S.H. 13 20 X 381 18 2 X 37 4 S.H. 14 20 X 501 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X714 S.H. IH2 271/4X26 26X252 S.H. 1H3 271/4X3838 26x374 S.H. iH4 27 4 X 50 a 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 g 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 'X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 3714 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 3 52 2 X 37 4 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2' X 71 2 S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/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) SECOND FLOOR PLAN -A N � a _R > I.0 c. w o U a- o �ccC,M Cc CIA H CC tL 2 Ca N 3y o� m c W a E c m o $ Q 3 3 i a o L •- c m of rL c E M c a c.+ M N O N Ln CNJ 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 �� Qy N N CDN_ rn 0 LO N LL LL a a �P LL i� a Z z J C3 Z °Cvoi�o :5 0 0 �. du m :3 Co r J m ¢~w o ofo LL WZ - Zm LO M Z 3 L) �n N O F=- V U ❑❑❑ W N M o � z -o Q� J � to = t7 0 _ w X a U O w o l/i IV U 0 z;.. . 40- 1.0 Mz ¢ z z U- EE zo ooa Zo a- O E z U¢ p K4 a� <z w� o WZ �w C �o < m0 I, 01 z g0 0< LL az p W W T pip a2 c> v a 0- zl�a � > Lo m 0 O N o LO ^ Y o N M .204 LO M U M O N LO r Q r It LO ai N � v; LO o Z M Z E N N ra a E U -1 Q p JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 1.2 41 i b c r110 co ?7 FIBEREGLASS SH1NLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR -."LASTER ON 2ND _ IN FLR ---- HDR. - - - - --- - -- --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F= 1 F=_1 MEl MD 0 TEXTURED v CE IOUS FINISHISH ON ON CMU (TYP) FIN FLR___L_ 12 5.01 FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 CJ 25-SH CJ 4.01 CJ/WEEP n TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS 12 - 14.0 RIGHT ELEVATION - A SCALE: 1 /4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Cxtenor covering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ers car r. C r+. w O .Z MCL 5U McV o Q d N w -" :5 CD d co � A Z .� e g 3 cv m • as .Q u im H ct •a a � Q CL cs m M fV O N . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W F- v E 0 0 g s N N o Y o a) m co 000 �A N N inter ° I$ JL ni N N Q C J w ,n J LL u- tl V w o CL Z m�v co ( o Y •� o N W ��pj m w 0 �. � N Z i J M � �n N V O U Z U co FIE] N ['� O O Z z o M z v 0 �N LL ,--j w O l o V I may. N C f- ro = t m C) o • fn' m N m o Jz w � o Z Z _J LL. ce o G zo o 'zo E= U s� z Z® oa F� ru mo oo Z o E oa as o< °z wo �� ci z¢ Fo zZ _5LL J o '° � z C, o z oFF g oo LL az �w W m� �= 3 az �w MJ o VO wa ;o zla o N O = L o �..) Orn m c� O CO LO N o Q 07 0N Y 0 m Ln +_J O }, I\ O Y M co `) O -O 0) m U-) r 00 Q N r i6 E CO U') c o Z Z z E N y03CL 0 Q JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS c c 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 12 4.01 --— — — — — — — 12 5.01 25-SH NT EXTERIOR CJ PLASTER ON FRAME 25-SH FLASHING ------------------------------ 35-SH I- 1-------------------------- L--1- 12 14.0 1 Yj TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FLASHING 12 CJ CJ 14.0 2 ------------------- —---------------------------------------------------- — ------------ CJ F CJ/WEEP T.O.M. TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) I FIN FLR I LEFT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U,N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES`* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor Vovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861, R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2 R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 c� o f0 Ci s. (9 34 �� ¢s a .= ` a7 ci =Q v) rs.. � E ar � M N O N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. th W ' E a M3 N 0 v �' coN N� 0 CO N r I_ r,� ni M CD V - LL Q U- W J13 LJL LL 555 a Z — a d Y m��� C, �9 �5 0 w N LU 0 cp w W mIL M Z Q J ZCIL N ov W E1[3 M � N M 0 0 z2 N z o � M Ln Z a `o a-1 w � a O LL, o s�oo tl1 c to f6 �- ca LLJ F_ J !+ = L N N u, U 000 • ¢ N �� w co M LL 0 zo }ZN fl- E u �� z Z® ❑a H CU (p so zo o E oa a0 itZ Z ti � � az W � WZ � J cn ro <o ¢ m� 0� ��aw Z M J ¢� Zz 02 5� W n 3 a 2< d -w M3 �_ = o J aQ 1 r , >0 zIQ a O E J 2 >U) rn m C7 O D N o LO ^ Y O N N O U O co N co r Q N r CO LOZ o E fD Z M N E N E U � a _ Q p � JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 theid edge of a sink. This would include the receptacle Installed for a washing machine. Receptacle outside dg p g p outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH I CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [e] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) ❑N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER MO 200 amp 150 amp UNDERGROUND IlDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER #14 to lights & outlets #12 to appliances and GFI # 1 0 to WH #8 to Range #6 to HVAC 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 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- DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN ; --_-LANAI---- I I I I I �;� /^ � I I I I I I I 1 I AC PAD I <�/ w� I WP DISC. GFI GFI i I I • • A • • r^ _---1 ^�� qp - I, ' ALT I I AC PAD I VP@ i r - OWNER'S KI FS �B - 1 DINING --WP rt \ _._-I r_ LIGHT AS PAR � M��_ -- � -, I a I � - I' SUITE SPECS 50 OPT - - - \M, - 5 - -- - — -_ --- -- LIGHT AS PER �! lr SPECS FI OPT. CLG. FAN/ I LIGHT PRE -WIRE PENDANT r----------- " / LIGHT PER __ I WIC SPECS RECEPT. FOR % �I ALARM SYSTEM �i-..',�, i GFI I GREAT RM -- GFII 1% I=---� Q ---Tole - - - I-------- �U.C. OUTLETROUGH-IN FOR OPT. ?! - I I GF e J FAN/LIGHT - ------ S.D. T - o SWITCH FOR ' OPT. CLG. FAN/ ° — DISPOSAL ' `LIGHT PRE -WIRE /OPT. CLG. FAN/ GFII - - — - / -- i LIGHT PRE -WIRE I � I 1 I _. 12I B I M _._...-_ .. �. .._. . - I / 6/� PROVIDE PHONE / CABLE r AND OUTLET AT TECH CENTER BEDROOM 4 3 / S.D. � � � � / . M. CH I -- -- Ir r I Af ` I IT I S FHI 3 4--II --I -I --I --II - I 11 I I I ; O I I T /IS HII 1 it I I I I II I I I I IT GA I i I I I I I I BI L W I qp /P7V I 1 LL -- - _@ --------- GFI @ 44' W.H. A.F.F. GFI \ H A\FI 44 A.F.F. I zWqp qp - - --` JI S.D. S.D. U GARAGE / -- WP IDS I Lt- ►- LIGHT AS I OPT. CLG. FAN/ w PER SPECS GFI I LIGHT PRE -WIRE W � \ GARAG E II / OPT. CLG. FAN/ GARAGE / 1 I LIGHT PRE-WIREI ` GFIENTRY1 = ENTRY r------------------------------� - ; ; BEDROOM 3 I BEDROOM 2 I I - I I I IRRIGATION GFI---- @44"A.F.F.-------- I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I COACH LIGHTS OR PREWIRE AS .` PER SPECS �. n VTR 3" VTR III, III, �I JI I I I I I I i I r� 3" VTR III_ I � t I I I I I 3" PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE: %4'=1'-0" ItV a :2. � '7 BLit o Li' CL o M CD �.af N ]� 3 0 d C= z �a»� cs -. txCj 3 � COdv-0 . Cj Q, N C'� c � to v M N 0 N Rr _t µ` Z y F." 6'6.4. '• 1 • ' �;gyp. To the best of the Englneefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E N N N 6 — r rn o c 'I'll ak O 7 LL N Q�mov ci cA�r�-° L w ' 3 W a nw. J U- L a W U z p Z O r N v 0 ❑ O AO W Z IL w Lu O 02rM z w Z N coM Z U O F Z < Od El v M � �/1 z N M 0 Z � N z o � Q N �3 0 LU C3 0wa m �N r— cn U c y � J E I oo QCID o o w cc U �o Uj z >� Z o on Z IC° to @ g a -0WZ o 0< d Qo Z m J oNo 00 ¢w ZZ W cn T o< goo a m F m az =3 M wF ao v 10 03 � -17 > LO J 0 V m 0 o (0 L o N ^ N °o LO N ^ 0 ° --I N V) co >' LO p LL N M o00 0) L.n r Q L r E N j O � CV VI Lfi o Z Z E N u n o U Q 0 JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPF 60 SQ. FT. I 7 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQINof SQ. IN of Ventilators ventilation soffit ventilation vented be provided . . Ventilation . Ventilation (See Elev ) qsoffit re uired needed required y 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 -A SCALE: %4'=1'-0" C Z ro cm ^� o -a ? W CL on N A C ti H 'O N S a, v N Q d:7 L R3 kJ M CV O N CV O �!r 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. W g �i 0 F M � N r Q c N N M U) I M 3 L Q J C J LL Ul IL Z — T O Z W113 Z IL _ O � mcy � O �� - M Co J Mz Z O 0 V O co W E] El z N M O � z O J N — N M z (D 0 t'Q uU O-� �cn u, X F— C0 W J _ p VN j r U 0 c �' N m 401 94 2 z z LL_ a E p o �� s ui >� z o ze z a E co xU a� ao DV &Q WZ °? g <o z `- cn c m < �� m� o az ZZO C.) oa z O ga W � �W �- aLL �3 �0- O ui > D tl zl< LO J m rn E m O O N C LO N O m LO �i a—+ 4-1 LL O O -lid� O -� m N O LO r Q 00 N T � E ? Q to iri o Z M z E N a. E 0 _j a o JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU Z W J co d CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ) -#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 95,-n,) _0 I 16'-8" '-0' 6'-4" 18'-8" 26-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL OISONING FOUNDATION PLAN SCALE: Y4'=1'-0" Oft if LAP-.= ar• 0 Z W CD n:s CtCa C" CO i" N LJ� Ca- Cb c Oq 4 N Y 43t M y 0� CD cp m CD a _L d C Q� no E �v L C-1-.) c.t 0 CV N O U 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 vEp p N 8. C W N r A N V Ji C —) u- W LL LL 4 �Q M _ Z0 CL J_ 75 a m �v 1-- fr. • C j Ow WN CU Z-L'00 IL m ZzOQ N O OZ v W 0 � z � M 0 0 zM N Q Q J Gza In M a o t4y) LL T C.%J W � Q m j O W o C �S./) V) � F— CO W m Usop C " E _ �s N z U 'o U)O'k O J Z< W C.0 M M J O Q O S2 Z z Q LL z o Z iC�- p c U H z z p oa g� 00 of CC> o40z ao 0 0< (� L 4 W Z C¢ _ ¢ Z❑ o�=z m i 00 z J <" �z � 01 5Z cn a m Q O O� _ F - HEr �O = 0 IIIIIIIIIIII� c� w6 �O S a� o¢ o� c O 0 T 1 ` > Lo J O Co Co O CO N U-) CV o LO o N 0— N m O{--+ O LL Co LL M O (00-)m CIO N 00 E E = LO 0 z (a z E NO3 a. tJ ° a o JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS GINEERED RSH ENCLADD CLADDING WIND ROOF PR SSURESANDROOF SUUCTIIONDESIGN S FOR O AN ROOFCOMPONENTS 2 ftAND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/6" EXP. 1 (24/6) or 1V32' EXP. 1 0�116) TILE: 1%2' EXP. 1 (3�'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"= V-0" 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 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" C H2.5A 565 535 10 - 8d D H3 400 320 8 - 8d E META20 1450 7 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS 2x BLOCKING BETWEEN STUDS R S TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUTS 39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN HTT5 HD3B VGT R/L VGT -F LUS26 HUS26 HUS28 MTS12 VGT-M LGT3 U I MGT WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" 3130 3050 5/8" DIA. BOLTS 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 518" ATR 1165/1060 ** 1005/915 ** 8 - 10d x 3" 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" 990 860 14 - 10d x 1 1/2" 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN, EMBEDMENT. 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY CONNECTOR SYP SPF FASTENERS HTA20 1870 1585 10 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 314" x 6" WEDGE -BOLTS HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS JUS26 1000/1080** --- 8 - 10d HUS26 2035/3400 --- (20)16d x 3-1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" MTW12 1195 1 1005 14-10d x 1-1/2" MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ 0z) IOu blMtKS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ Oz) I 61NKtK5 a (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO 8E STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: X"=1'-0" 2 � s W 0 i..00 14Q� o m a x y c `A_ rL ea o y '® .i o cc a> M Y •aca s CD v .I' s � m s a u M GV 0 CV GV 0 0 ,, N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W tl E 0 Q O 0 0 � 00 04 .5LO� on VJ U)r,I`a L Qj M CD V # LL Q LL LL W -1 - d Z — o li Y m c ,� u7 o c C, 7 t6 CV (D y W �� Cr w � W_ ILZ 00 N° ¢� �n N O U v 0 Z 9 W ❑ ❑ M � Z N M O Z Z O Q � QQN Q � C)_ire 13 N M � Z a u 4-1 � w � ,1 0 w o � � w ::06 U Ljj r— — E �! {� O O Q w 0 �m On o J z w cn, M zZ 5 z a U_ ri Q E V ao �� o� wz >m zo ze oa f4 f r6 CL R -0 0O f oE 0 o¢ m � z w o az ffi J f/7 (0 < Z �Sa .0 0, m AS z J ¢� <z z � o z (O ao W C. m 0 N0 _ w �3 o ch v w� zI< �o a � 0 3 LO J d' m ca ca :3 (N o LO ^ 6' Y o N LO a--+ IL � 4—1 O � Y CO C)m cy) m 0 L0 r Q N r ai U') 0 Z Co = O N Z E U1 N m C CU Co C 0 U _3aQ p 1 3 JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 6.1 0(2) — TYP. @ HIP CORNERS ) ------------------- I I I I I I I /^w` I TVD \ / I j U U U G V TYP. U U I U.N.O. I I f I i I I L------------------------------------ J co U U ND RS I ENGINEERED CLADDING W NDF PRESSURES AND OSUUCTIIONIS FOR MOEAN ROOFOHEIGHT :5 5 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEED () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 1 3 1 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 1 1 -60.99 78,58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or1%2' EXP. 1 (3�116) TILE: 1V32' EXP. 1 e3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 518" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 6D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19,2" OC FOR HARDWOOD & TILE AREA'S & 24 OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER R 2 PLY CARRIER —I —(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: %4'=1'-0" a � o '®9 ? LU ci ci o c t M , 3 N _ m N cc O s- ,� -= cc cv E E M 0 N N O _ o �r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w H o E a Ng o N 6 0 � C C ? (o r � 0 rnF-1- ° . M v Q J # lL rL u_ u_ Lu a- ,n J V C z Ld (L Y ..mar z0 W o CU0� o 0 i W co CP M Z co IL 0 Cl) Z Q- ZN O U < L) W ❑ ❑ M � Z N (h O O Z N Q Q p Q N M � Z a `o Q) CD c> i13 w 0 w o iiA6 U w m — 8 ii ) y W o N ° Y m o J w c.0 M J z ¢ m Z Z Q w O zij g KO >m Z 14F@ C- O Z® ro CIL 20 ?o o E ao <z 0z Z d @ < p K E in <z mo pU OZ Z¢�w m J u'm r aw S <z �" �Z 58 iC) a� O N W m o Z = H o w¢ ;o IIIIIIIIIIIII� M zl4 a 8 3 N O = �L J m m O 0 co C NN LO Q cy, 0 N '^ � J o Ln _O LL LL co N m � O Ln r Q T N r E w E10z o z E N to ca E 0 U J Q J JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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 load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 1�mi MPE- I I I�E' 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/1T FORM & GROUT SOLID (V O W ' r J �U 05 BAR CONT, 81712-1 B/1 T O V LINTEL DETAIL SCALE = N.T.S. 01ME00 Elm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81-16- B/1 TLO U a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c7f precasMintels = 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT TOPALTERNATE (i) REQ'D CLLEEAR POWERS STEEL LINTEL ° 4 n O a < ° .M.U. #5 REBAR AT TOP e ° n c GROUT MIN. (1) REQ'D 1-1/2"CLEAR a n a ° v n J H w f C.M.U. A 5 REBAR AT = T to w < BOTTOM OF a to ? Lu LOU O o LINTEL CAVITY w cn -BOTTOM REINFORCING e PROVIDED IN LINTEL o L.0 ci o z ¢ ¢ C7 z �-` o w r a Ci 5 REBAR AT BOTTON 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) ~n d S INDICATED 7"6GAUGE POWERS STEEL BOXED LINTEL 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) 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5'-Z O 3'-8" LL O 8'-8" LL MIN. (�) 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN SCALE: %4"=1'-O" 2C c. =2 o m � > W 0 C a,n c <a:w C4 N c � O � 4S e 2 � 651 CD o z 3 co M m 03 to W Q- C E C, >Z v M N 0 N O 0 r' X., 5 � tiryc 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. Q �E U N �F♦ V O p N O P � L0C 7 ik p 0 LL a coN c J w Cm Z Ju.LL a : a m W U) Z LL 00 N N Z N Z OU < 0 co W ❑IBM z N ih o o co N z o � Q J - m N cn X� O w o Ly N _ U � c w � f- J E L U z• III o L" Nq N aT o M U Z < _1 LL N E zo - Z ¢ N tz p E � sF Z z® oa 0 00 o o o � ¢ o¢ �_ L �Z C Q om < s� Z J U a� �z cn 3 g< go �z NW O m 2 <0 = F � . O oLL -W W F =� > O d- zIW°d" O U N O = >LO J 0 d' `a 0 a) O (Q Lo N N ^ °o N U) L0 m 4- O `./ � 0 LL Y m O N r*1 N LO r Q W T r N ELO O Z M � E N N a v � JOB NO: 23-04907 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 11 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 A3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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. BALCONYAND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3, 2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4,2.1. ° 2 /a""z 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: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 6. 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete over ou and mo ar along the foundation perimeter must be removed be ore extenorpsafireatmenll 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including Landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE; THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 l". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES., ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. `V - 0 VVr W ti c Cj M c cc cm CIQ m N d © CIT 3 =' " > E _ iv'y as � � s� •eo � :n 11-0 E 0 sb. u M O N N 0 r 0 iJ 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. M W a 0 E o M I, V Lo 0 a) O �) N N V) �M y ei a Z V0� U �- LL w � u_ 3 w d W �0m� o wI « N (D 0 W N2LOjO' m w Z 0D coZ ¢ J ZN O U < L) W ❑ z N M o z 8 zo S U) N M 2: CU T1-J c� o - , V «, V M � m U 0 g rasa N c U LJ! J _ e z all 2 S I U a m U) ID ®® Q N o z w M J z a z Z Q U_ zo >N Q& t� 0 � U of wz z® I- «i� - 0o CL Z co °-z <z wg aZ �J C/3 f: c ¢O mO Oz Z z .2 � n Fz go cn a W m Qo< oz 3 v A - Uo�5 > LO d' m 0 ^, i 0 N o .-� Q U)0 ` 2 ^N' ` V co F_ 4-J O 0 -id N ML m C)O r N T E C O z z :3N Nin E U m EL Q p JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV, 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-01, TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O O O 6-0" Q - 0 STUB -OUT FOR 1'-0" o 0 1 GAS METER O o - � U O t &4 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x NIC FILL CELL STD. 90° HOOK BOND BEAM U) STD.90° CON¢ #5 CONT. #5 HOOK BAR BAR BAR #5 ILI FROM OM ON TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1!8" min. }Small gap 2" min. 2" x ma . � 4 max. 171 4 - Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB westiffener 2 min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. 4 nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. Ivv 1 iv�L-o MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series De th —En d Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer y Plumbing when load bearing - for lateral support when joists I' I� meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration. — 6 ROUND HOLE MAY 6„ 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y' 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. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %-' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) =1 I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a " °. °. a SEE PLAN FOR °. ° . FOUNDATION INFO 4` ° 4' • ° 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 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN c n .G I—' ° C �IIII lil—'� I (il • ° d, i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/META12TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :1® 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" CENTERED @ PIPE PENETRATION 12" BELOW GRADE a..° ° I®1=III=11 A d II�TTIIIi�I • PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F I PENETRATION PLUMBING LINE °4 a d Z •O �. � .4SEE 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 d ° - .d 4 d A ° SEE FND. PLN. SIZE & REINF. N. 0 -a � da � W C cc V N m K U_ � Ro 'Nam N Y C* C W 3 m d >: VJ Q- Li 0 eo a. C"M N 0 N CV 0 M ?C J 3 ....,.... a,I. �C d�F ty 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. mo 0 W vE CD 0 Q U 1,N r 0 =S LO01 � ro 0 rn^n� # LL Qj cN"�0 Q C J LL W U_ LL ca a (� w .l 0_ y Eo (0 N W�2pj°� m w Z 00 N Z a J ZN OU < 0 LLI ❑ ❑ M Z N ch 0 o Co Z N � o � J r m N � C2 c9 0 0M 4 w r 0 w o .) X U U- LU _ E t U W ml = 4-.11 d xl L/ c U) r_ o w M M o Z Q L.L Zo �� }n zo i? p i= U z o a r� M — CL 00 o o E °z oq a z co M a C <z O mo Z¢ o m (DHm a COOo go a TW m wLL = 3 ow 11 ��� 0 3: `0 > LO J O rn Ca (D L C) (0 N L N o N �-. Q J �� 6 m Liz o `. ate-+ O I M CV) O o L0 r Q r N r iti E NT �� (00 j � o z z:3 N c `0 0 0 'Dm a)d (� Q p JOB NO : 23-04907 SCALE : AS NOTED SHEET NO. SIN 1 I:p. Pf 1'. w I M s co c0 v _ C� L0 ^I 0 0 I N M cV N O 0 v 0 .a Q -L a N N a E 0 x 0 0 J 0 0 0 J ti M 0 0 hM 0 rn 0 d Z 2 0 0 m O N 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302,11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 194 WWF OR FIBERMESH 4P°777 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ' D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM —III—I 1=1 1=1 m D D 11=1 11=1 11=1 11= _� '-III—III—III I ° � � I 111=111=111—' D7158-CLASS G or H, or ASTM I I=I I —I I—) I I=� o • �I I ��I=1 1=1 D3161-CLASS F, IN — — — 12 ACCORDANCE w/ TABLE zf7p.)VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) '— I I II I II I II II I II I II=�1 I II I II I II II I �I II "IT' 811 RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" _ _ FI F\/ VARIF.q I_[ \ 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 I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C,--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lu a' NOTE:EXTEND W1 AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C E , N' D ° °p 0 M D 6 MIL VAPOR III D III= 00 = - z BARRIER II ; D �� 4 I II D COMP. SOIL, II I (COMPACTED TO 95% =1 I 11 H.1I=� 11= FIT MODIFIED PROCTOR I III=TTT 1 i I I ASTM D1557) 3" MIN. CLR. O #5 CHAIREBAR TYP. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) . DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z M � j 00 �I I II I I I :. •. T I IT r SEE A/S3 OR J/S6 ii ITS „ I , FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH /s _/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"D x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" „o „„ „ @SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w! (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE .- 2"Dx3/16" 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 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH , ? �3 1/2" MIN. �3 1/2" MIN. ELEV. 4-31/2' — 2x4 CONT. _A.F.F. p z b � — 31 /2 (min. - 4 II=T=�:� 1 /2 (min. - 4 II_ r „„„n , =�)) 00 GARAGE DEPTH VARIES 3 1/2"(min. - 4" I I I 31/2"(min.) - 4" = =1 I I I I —I i f -� ffl-ffl I '' :1YM I I —ITI—I I —III I l f ff l ''' -I 1TI=f f I-1TT 11= - 11,_A„ —"' 81, (2) #5 CONT. 4 -4 8 GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALLrc Cc� rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 os�c� 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 STUDS @ 16 O/C 1GCN�\NJ LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"xP.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" R302.11 ( ) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTO (R302.N 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" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR w/ (10) 10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ¢ ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T ✓ _ TYP ,- 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D ° i GRADE D D �, z GRADE 40 MIN. Fy= 40ksi � #3 & #4 LAP SPLICE � Z r ° D M FINISH GRADE D D [GRADE 60 MIN. 60ksi F y- ] 25' MIN. LAP [30" MIN. LAP]T�,�=—I(— MONO OR STEMWALL FOOTING MONO SHOWN — — — - U.1 FOR CLARITY °° 6 MIL VAPOR BARRIER —� I P D ° I— I I=1 1=_ °° ° T Ui R 1 7/8 „ �' �r I �I-III—, I II I II I* .. r #5 REINFORCING BAR #5 LAP SPLICE I I. �I-TI=11 1 I 11T(= I I I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° �r GRADE • —r J I i r iTr—ITt—t =(1 } #5 REBAR w/ OPT. III=1 11= I I I i I II 11— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS ?: ' T T A .° • . Cl) III-11� I .. a:;e•'; ,_," I� —I I 1=III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP, BD. 1/2" FROM SLAB 01-0" CONT. BEAD SEALAN — ° Q INTERIOR e .. , ° _31 /2 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° a co 6 MIL VAPOR BARRIER (2) 95 CUNT. —11 �� �-11 , , , j I 11 , I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" (TYP. ) #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 VARIES 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 A - �fp & LAYOUT DESIGN TOP OF BEAM — — - SEE ROOF PLAN _ — -° °' . .a a (2) HTS20-1 FOR STRUCTURAL' II BEAM SIZE & T_ CONNECTION INFO M . ° jA , �7 PiiTe 2x4 #2 SYP P.T. FRAMING w/ TFf SEE A/S3/J/S6 ^ MIN 7/16 O.S.B. SHEATHING 8' os.inse. z ATTACHED PER NAILING FOR REINF. INFO: w SCHEDULE OPTION #1 COLUMNLOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=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 w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN CONT. w > SIZE VARIES PER PLAN MIN. / 2) #5 VERTICALS M Z O° GRADE i BEAD SEALANT c Q w( > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 `I w SIZE AND REINFORCEMENT) � • _ r WWF OR FIBERMESH M K a w o v ° BRICK PAVERS or SLAB PER p o "� = i •. • • z z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 iCOMMUNITY BEYOND PAD REINFORCEMEN CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE '#L'U--4'MN FRAMING rCD 12 PATIO COLUMN FTG. DETAIL rNN� TAPERED C,% • C" N O N ti vex Q 0 lC U N =m tea coCLzw E •- >' CD ==-,- 3 3 i _ W _ � E c M 0 CV 4 „ rn ;•+r o :.., .. 1fx _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a o8 # O � _ N C? N � ���� t//i� \ N O NmR S J J �� SZ W W ° _Z m cv ti y �6 0 W' D m NO z�� ��m Lu ? OD d «' M zLL Z < N OU W ❑ ❑ z N M o� z z o -o J rs � r � M z a 0 o +-+ C w 0 V) u, o rY y u•s C� •g. r— _ E m I V O N D Ly coY to o w m J zQ m Z a 11 �E zo �o<� >N Zo a E U o� Za oa r— ra CIL g 00 < oo 1< w W C!J c c <z 0< mo of m J Om �< aw �z o� 20 C/3 <o Z m < o _� �- a az _� w¢ =� 0 ;o =IQ o > Lo O f6 O � N o Y o N '^� c J Ln 4-,o a--+ r�l m N M 0 L 0 00 L0 z CU z EID N ID W U tz Q JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)- 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY ," VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE 7 WALL IS 1 1/2 MAXIMUM11 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 1 / ��- 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN ✓ EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE I3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a11 °a a 4 d a d 4 C d 8" STD.90•HOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE •. GARAGE FLOOR ..,.: �/ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a a 4 d e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 31/2"- SFFA 00� �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" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET roP I 'ARAGE IOOR 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) 1 (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN/NO ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS E@6LEACH ENDOCKING FASTENED TO TRUSSES WITH Sd REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 9/ • c O/ • ' . ; . • 10d @ 8" O/C STl1. ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TOT6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 8P2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON�- •� ., NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 61 J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) i (5645# SPF) i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING \I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. 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. c>r'a9 r R� CD �W -'t Q g a M _�omx _tea cc O >r. C % N Y d 'E=c CDC'j,_a 3 to �ddJ� yr� C o C"M 0 N 0 0 �A" I f Q 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 aE a C �° U O N &04 om�� 0 Lo N M V w 0.. ,Qr�V r o z C 13 C4 yy N W 7 9 0 �m0 UI. 0 Z N Cl) z w N Elf 0 0 <ZW 13 El Z N � o g Z m N z o � rx- M N N CD o +� u, f6 W � m U OW p tlM Co A r6 - U J r _ _ � allW " i z 8 II' U a U) C Y ¢ N 14Is, O CIO J w M J -S � z Q � U_ o g Qo t? p i= U og z z® o a H r6� �o �E �o�z @ L <= wz ao U mn o& z m J N m ¢ ° Q z onz � ~o°� z � ao W m 3o �_ �3 a� M I aF N O J > I.C) O d C m 2 cc cc O ::3N o In Q 07 7 J N m o Ln a--+ 0 Y O co N m 0) O LO r Q � N T E O o Z y Nca C cu E U ui a _j Q p JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. S4 3 w I / 0 �I 0 0 C> 0 LO r` 0 0 I N M cV N 0 / v Cr O i Q NO O 1.21 co E: 0 x L O J a 0 J N O L J; O a 0 a. N LO L v 0 d M 0 0 z m 0 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 x2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—� 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 SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. •• , EN LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUS5 EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARDJ.. 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 SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 w/ 10d NAILS @ 6 O.C. mu THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE i �� �� . 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF . i \ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �� 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 if 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SIDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 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 FROMyL O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `° _ 00 00 (2)16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING x 1112" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (TOE TRUSS SPANS ATTACHED W/2-16d E NAILS @ EA. END @A 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 • (Z) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41 /2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS A8 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT ....,.., .,.,. ,., 2"x4" MIN. SEE M/35 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 12" SH SCHEDULE TTACHMENT t SYP BLK'G @ 16" O.C. Ix0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S rJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 REV. 06.08.22 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/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 77 10dx3" @ 4" O/C (2)12d TOENAILS TI N SEC 0 9 SCALE: N.T.S.E, SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES '-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"4" (U.N.O.) L BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10&3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 34'=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. CL 0 a CORNER JACK Y , W z X 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ IC NAILS @ 4" 0'. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. � F- NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CO. dF= :I* W --om ac LL C d CCo " N -C7 C4 Z dasd E .. c y as., W. a � 3 3 i tn �. _ ®, v w 6 N 0 i a i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W11- 14 0 E o I' V N 'o r- N r 00 0� ��Co N r- r- u� ( N O C_-, V - � u-- ul W o Z m � °' t r6 0O Z �' j 'C6 CV CO O 0 W ��pjO' m Z w N N Z ¢ J ZN O U 0 U) W ❑❑ N M a� L N Q < 13 Ln z ca v o +--J ru W � U m O W oOft U a W J .... — E — 3 L 6 V o N Y ®® o � w M M Z ¢ Z Z .J E zo os a, o Zo I- t6 a 0 11' X U -0-0 7 zO� o co ra m� o �� z a Qo w wJ o `Ro m� o0 Z m� J >aZ w °oa zz go cn � wEEa �w W Cn ao o� 1k 3 Zw =0 �� o ch v w< zl< ;o a 0 3 Q J 'U O rn 2 m � ^1 i O (0 N L 0 N Q Y 07 0 U)CL O ILL Y N � m o I.C) � � Q N T ">' CD I 0 O Z co ZQ E N f6 a E o U �, -moo Q p JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z,1_ z,7 INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & O/C WALLS 1/2" GYP WBB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Old 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 < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQ,• SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN = 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT _�Y VSTD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO w o7/8" 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 LAYER 1/8"THICK. LLw z INSULATION PER CHART ON FLOOR PLAN B R I S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE Ie °r J BARRIER FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL1 /-*,\ SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od 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)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT aJ EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. Cn a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB EF CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED c .- A a A r \4. FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN I I = III --I I (= I Cl) T —III—III=� I I ° \ _ — — — °P FLOOR TRUSS e 6x6 w1.4xw1.4 I I=1TI=III=1TI-I I i I ° °' ° '. III—=1=� I I-III-III-Tu _ SEE FRAMING PLAN ,. WEEPSCREED INSTALLED PER MANUF. III dEUI WWF OR FIBERMESH I11=III=III—I I I I e e ° = I I —III —I 1- r i I I I T I� I I- 2"x4"CROSS BRACE 48" SIMPSON HETA20 w/ (8)1Odxl 1/2" ; IIIII II I I I (—III=III=III=I I I' O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I I -III STD. 90 *HOOK END WALL W/ (2)10dx3' @ EA. I I BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR "'III,„ W/3" MIN. CLEARANCE 4" V-8" (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION SEE FORTION MOREE INFONFORMMAA REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R 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. PLAT[ (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN, 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e ° d=I I I -I r -III 1T[- I —I I 1-11 1-11 I= I 1—III— ' (3) #5 CONT. ON 3" III-7 I I-1T—I I —Tr 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB —7I EXPOSURE 1x II SHEATHING PROVIDE III II BLOCKING AS REQUIRED PER D II SECTION X-X IF i NOT FULL HEIGHT SHEET C II II i II II _II ` IL_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T _TII F EXPOSUREI � EXPO SHEATHING IIII II I W SOLID 2x III C III II II II I BLOCKING ALL o C SHEATHING EDGES (SEE III OPENING SECTION X-X uj III III x II II �W Il III x E _ 2x STUDS W III III II II II BEYOND. SEE PLAN .D III I I I II I II I II II I I O II L11—LILJ___�—II 2x4 P.T. BASE 2xRIBBON OR VERTICAL A HORIZONTAL EYOND SEEPLA BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AJAI I r-I r-11ATI^KI MIA^MAAA "S" = NAIL sits SPACING I 3/4" S ,�- 112" S a— S e SINGLE NAIL EDGE SPACING DOUBLE NAIL El 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 VFRTICAI_ fll_«:KIN(; SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) N0 G SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYs". H N ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c0 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z rL = @C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL If X} w O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 4 Y1.-OOtq co 00 F m u- D @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U)W O O F MEMBER IF GABLE END _U) w NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 HORIZON ALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH a Ch -III—III—III—I I d . e \ e ° a III —III —III I I �° . e :. a � • ° . I•IIIIIII III —III —I I I d ".e HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 1 (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — —1 00 �1111� I C:1I� I (3) # 5 REBAR ON 3" CHAIR ---1 4 1 1 $ W/3" MIN. CLEARANCE j ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 �k = ai o —1C 10 V N m c LL_ a N ea c ti iN -O O t Q ! CV d a W as _= 3 � � 4a as .ce 4 g� � E , 2 O CV N O LO O r�,Lc 4, 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h N W 4 "* E g o0 N N C) o 6 C N 00 9 N ULO I— a N N V # w JU__1 "� _0M a Z �c o W - @N� 0 �pjzo Z ILro m w a � z° N O U Z U 0 W �ID z N (h o CO z o � � N _J d V) 2 CD o tLi a .� '�• U O o N IU N �NI U W J 3 zlf. U o Of U, d �® o h - I� C' Z 9 M M w 3 w z Q J U_ v0 > ry E_ o � cts �a 0�0 a E �¢�� a� &¢ z H L w0 g wz �� � c QO m0 0, zZ, m J wm Q^ aw �Z 0 g o rn a n W W C) mo 0 °E �- �3 � �0 M �r wE 10 ao o � ZIQ U� > LOCD O �}. V ai `m 0 O (o N L N o LO Q Cr J m -1-i O �. 1-1 O M M O -0 N Ln 00 T Q T_ N T Ia +' t0 LO0 Z N z ca E � C 0- C) Q 0 JOB NO : 23-04907 SCALE ; AS NOTED SHEET NO. S6 (MONO) 'I I '191IP A�' �•' A4 I rn w E 0 v c 0 0 v J T7 N N N v 0 6 0- N LO L 0 0 d c� z 0 0 z m 0 N SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLU NAILED MATCH NOE OTHER l 0* / 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND �1/2 NAILS) / NAILED TO STRINGER \ / 2x12 TREAD -- GLUED AND NAILED I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E 1`f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1_// 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" V VP1LL ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT %RS IN WALL 2x12 SYP -~' BEARS IN WALL I 2x6 SYP / 1 21 4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (14) 1Od x 1 1/2" N MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS) / (IEW "A„ SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 0,, 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-!' j AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD / STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I --2x4 BLOCKING FOR 2x12 I —2x4 PT UNDER 2x12 C I ROVIDE MOISTURE ' \ PROTECTION LZAATTAACHw ALL COMPONENTS / STAIR TO CONC. W/4' XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/j" X \ NAILED TO STRINGER / 2 TAPCONS @ MAX. 32" O.C. \ i G.1 TOP OF ' STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G ' 'STRINGERS EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS)x 1 1/2" STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: -3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE----`� AT STRINGER CONTACT POINTS 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Llx4/GLUED AND NAILED TO STRINGER ,KOR DRYWALL SPACING H SECTION VIEW"E" E SECTION VIEW SCALE: U = 1'-0" SCALE: 1" = T-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ / V I 1 (2) LAYER 2' EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. NEWEL P OST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW IL POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X BL/ 2X STRINGER OCKING PSON MTS12 w/ ' 10d x 1 1/2" AILS 1�D OR 3 D / 2X BLOCKING RIStT / VARI E ECTION VIEW "H" SCALE: 1" = V-0" P , > �a v cry .® CO LL h CL •— a 3 a! x PW u M w � a cm N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the st uctural plans and spec fications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W FAQ d E U N o o o 0 N V�r!! \R (S 6 M 'T 2S LL C _I Z uL u- w si$ a w Z LM, o Z LLW t Y o - m w J Ln ¢ Zo M ° Z N O U 0 W ❑❑ U z N M 00 W QNN O Q J a- U) N N M z � o LL T��1���dru Cn W � a U 0 Ln LU o w in ru Vito U W J r— — E — � �Ih ,. z U co d ¢ N OJ o M W L1 E E o 2 a wz N ¢o od z r— ro o E co a8 o � 0o ¢ WZ W w W J Z¢ ci c m J ` z or wm ° 0 8z z aZ 1z cn 3 �< no A W - Z njo M wF �O a � 0 0US �C) > L J ui rn (a m c� O co Lo ^ N o L0 N Q � o i- m �. �--+ O O Y I� N O -� 00 o Ln T Q 00 N r .. 0E Z z E = N N cn E 6 U _j 0n Q 0 a) JOB NO: 23-04907 SCALE: AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT E TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. ' ' ' APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCON @ 16 O.C. & 4 2X8 TAPCONS 2 ROWS x3-1/2 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. @ TO PRODUCT O.C. & 4" FROM DOORJAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/Z" O.C. & 4" FROM EACH FURRIP TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 �x nFTAI I 1 /4" nFTAIi STAGGERED @ 12" O.C. 3-1/LI," DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA X\\ BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 \_ CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK T-0" NITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) iF Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DI°AGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Old NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (l 1/1 Lill ±5A NOTCH WEB AT FIRST 2 COURSr ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 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 W.W.M, AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (Z WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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 u REINFORCING AS FOLLOWS: T�1=III=T1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT u I=T IT " 1=ITI=TII-111=1 I IEEE =I- *PRESS PANEL REINFORCING INTO PLACE. -Tf_III_1T 6 MIN. LAP SPLICE W/ * R TROWEL COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND T 0 `�; �'�; '=''".,: '. REINFORCING PANEL — — — I� 1111 — — r SMOOTH. DO NO FURROW. I II F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT RADE o ' ° I I I "' G1. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c 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 \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 00, J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.2$.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN �R YP.) THE !S UNACCEPTABLE INSTALLTION DO NOT DO THIS ®# �,. #5 REBAR (TYP,) .1® 1 O• 1® 90° HOOK (TYP.) 010 . S @ FIRST COURSE 4e e® ee ee e® 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 112" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--I—y---I-- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT ;2xLOCKING NAILED TO TOP 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k0 + + + + + + + + ` + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �+� + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF SOFFT n,) AKin SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,, - z O U_ O w v U U) IRSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1'-0" 514" INISH ° . .. I Y #5 BAR X p. 10 ° ° CENTERED W/ ° ° ' • .• A 9 —IN TOP b ° A KNOCKOUT/ K ° CHAIR BLOCK i MONO FOOTING 11 io- SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT z °. ° STANDARD o 0 90 HOOK iv #5 BAR IN FILLED CELL, , ssn L L, Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY I — EXISTING FOOTING RETROFIT FILLED CELL DETAIL O 2 #5x6 IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N .�- d= s LU O av Ca. o c c0 I., N m _-o x c U- a IYD .a fV � fl- cs: .'c... � a Q y E �+ 5 co CV O CV N 0 Ln 0 fir•_/•. �' y , 1_ '�i,. iP „�. k, �J3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W F a o 0 E M o v 0 N 0 `" a��, COj*/ �� C u_WD�Lx-20 J 0 CL_ fOj o19 @ N�W W us fn�oo m mZe ZN<iU < Er U U W ❑❑ O CN r N M o o z N z o � — N M N z O o 0-, O (0 _ f6 F- U LU _ W S L U o N N CA IIY CDco w M z3 z z a U_ CCS E 0 N ¢CL w f6 g� 0o p 0 ¢ C9 fu dz wo dZ �� fa c N ¢z �< mo mp of Z m rz <w gz ° W oa w a a nw [Y] o oz - �3 J o J z w� �I0 >� C) `I< ati �� J O d' rn CU c� N O (0 N U-) N CL � Q � °o N a--+ O LO �..i O � M M co m N LO r < � LO o v Q Z Z N a E U _j ¢ o °; JOB NO : 23-04907 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN, (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE , CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ��WOOD 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" GR ADE • _ N Z r r� -- 1 -4 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY 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 LU 4" z • PORCH SLAB SEE— J N S n. FOUNDATION PLAN - w cwn � z LLI (2) #5's CONT. T&B :. LU W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 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. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22�� SCALE: N.T.S. SEE ROOFHE PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND - --= SLAB 1 1/2" 4 - a (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN - EXCEEDS 30" z GRADE • CV •" V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE MASONRY KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE W/ (1) #5 CONT. FILLED CELL REQ'D @ MID SPAN MAX 6'-8" Ak MAX 3 - - - - COURSE I I IrT--- — I �1 r---- 1 I I 1 II I I 1 1 I I I I 1 . Ak SLAB LEVEL WOOD OR MASONRY TOP COURSE TO ABOVE MASONRY BE CHAIR BLOCKS. PIER SEE FLOOR ENTIRE BASE TO PLAN FOR COLUMN I BE FILLED SOLID INFO _T CMU BASE W/ (1) #5 1 lop j SEE ELEV. FOR VERTICAL EACH BLK HGT. CORNER FILLED�r I 1 SOLID. SEE ELEV.N 1 #5 REBAR CONT. FOR BASE SIZE @ SLAB LEVEL (3) #5's EA. WAY j j EXTEND SLAB I I 1 1/2" BEYOND �°_ _ __x_ 1 BLOCK FACE =q,=-- -� - - EXTEND ,Igo , SLAB 1 1/2" PORCH SLAB SEE -- FOUNDATION PLAN GRADE (2) #5's CONT T&B w/ CONTRACTOR TO INSTALL -� SEE CUT WHEN DEPTH • SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE - ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER ENTRY PORCH SILL 16 SCALE: N.T.S. --- --------j SEE PLAN I I SIMPSON HUC410 w/ (14) —-- � FOR CANT. I I 16d INTO HEADER & (6) I 1 10d INTO BEAM - SEE I I I I ROOF PLAN FOR MORE I I I I INFO I I I I I I SEE FLOOR PLAN FOR I — I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — — J I I I INDICATED ON BM. &ADDITIONAL INFO. L-- — ----J L--- — ----- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OF BEAM ®, I .o I _J SEE PLAN FOR CANT. IF INDICATED 0 O CORNER UNDATION PLAN EE FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Old IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP d. N GARAGE OR LOWERS LAB SEE PLAN - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. `•rBEE PLP MIN, (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A —J d a< d d A. A. MAIN HOUSE d SLAB d41 d (2) #5's CONT. T&B d ` w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH e ° , EXCEEDS 30" d .• d► 8 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N Z _ d� C W ci as o m w ev fi y ro C a N t An -< 2 N 3 03 co Y 03 CL dos_= 3 3 '° as CJ CD _ � ct•— a �E v CM CV O CV N O 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. W a E o co Li N8 0 N N @ r 0 00 of 7 u7 to r� rr J H .4 In CtL eiMv # LL C J LL w cU_�-' 0.. 0 Z (6�� N @C o 2 W 1 _ o `° `� O .Wl Z N�pjO'. m 'nLL M Z Q J z N O U wo 6 N W 00 N M 00 W N z o � J � an M O LU o • V) c y �� qi w m f— J L I� o ®® ¢ o �m o w M M _ o N'l Z � a U_ Q E N ❑ �z N Zo <� 4N V as ze oa I— N �o Qo o o 0� �Z z 6 O J fuzz � C � U ,& z" � >z <W �� 0w zz go 3 m o� �o az �w �k �_01 =3 z< a0 o N O = > Lo J O 0 rn 2 0 O N o U) Q Y O J /1 0 (n U N LL m � �--+ a--' O LL Y O m o l.n T.— Q 00 N T E w .E (D �n a z M z E N E a U _j Q 0 � JOB NO: 23-04907 SCALE: AS NOTED SHEET NO. D1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). (2)- 12d TOENAILS 2x4 TO TRUSS TOP EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE o U1 DS L G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6)10d x 1 1/2" (USE SP6 FOR JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYPE (2) 2x HEADER SEE PLAN L212 x 4 #2 SPF STUDS AT 16" E MnF I I C. U.N.O. TYP A Eel 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN F G F SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS OSIMPSON LSTA24 w/(18) 10d NAILS x 4 SPF C SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OD SIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE cj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING A. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.0------ TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. aC� 2nd FLOOR SYSTEM 42 SCALE: N.T.S. L SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ; (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1 /4"x2 1/4" TITENS )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING `—BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" N A PROVIDE 2x4 ON—/ TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE LDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B N� (2) 2 x #2 / �I SYP U.N.O. 1 2x CONT. T & B 2x CRIPPLES TO MATCH JACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 1 BOAC HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN —MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N11111 � a LQ i ecVM -a U ®.. Q �M� 3 = a, 4, 3 � m w aAi W CL = E A 4% M N 0 N 0 � to o z c` ;ls To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a �aE 8 I, V 0 0,0 - 2 N m Cn r t) wi r ti 7— QM NO e 'V�cau_Z u ca J 5 W 0 C0 C.. 1-d� a 4 =moo 1U - co � 0 °' m W- .� W Z Z Q b �n N - O v Z CD W ❑❑ V M o� z —o Q 0- N M 2, Q� c7 0 fa w � U O g w o Ln V) ca ,- _U E 0 z1_ p !I C a' d Q 0 N OR o �z CM M J ¢ 4 QQ 0 E V =o Z >� o ❑a U of �0� � z z .0 Z CIO 0m ¢F z°a 0 ms�a J w, oz a ofco �0Zw Ell- ¢Wm oLL =1; o J Z w� 0 ;o Z ¢ a 0— U 0 c � > LO C°' c� C) co N o LO ^ Q J N m o LO 0 � U co CD m N o LO r Q N r Q CD in o Z f6 z E N N @ d E U _j Q p JOB NO : 23-04907 SCALE: AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 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 REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHIN DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 0 in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF-ADHERED FLASHING DECK JOIST "' "' WEATHER ✓E BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIN UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING DOUBLE JOIST F-BOOOwBEAM SELF -ADHERED FLASHING Q 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 V-0" PER PLAN SHOWER SEAT Iv WEATHER RESISTIVE BARRIER 6,%M:wq1hqh1 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 C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 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 O 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (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, 1 �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PER TO EXPOSE EXTEND A MINIMUM 6" RE DHESILEASE VEAS SHOWN) 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. cog 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 putters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 � i t I I LLJ i I I I I 0�.. 11 ala LU PLASTER STOP CL I- Cn--------- W CONTINUOUS BACKER U ROD & SEALANT W W _ rr Q � W �° A �U) E FOUNDATION WEEP SCREED I+ STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB SF LATH F I - WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �--3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE 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 SHEATH ING, 'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF DRAINAGE PLANE WRB OND BREAK WRB F 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar 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 C� ,r W x C3_ to yob d 61 io .�y � ca az m m N c 4 M CV O CV CV 0 LO 0 2 , . FF 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. M W a � E s 5 FN c" a � N m 0A 0 a0 '="Z N r r w a6m� C J w up LL ' y z - ro c �n s @0 5 W o2l � rn rn O1 m w z ILW co MZ¢� N OU Z < 0 ❑❑ 1101 Z N M 0 iz- Q � N - N � CD `o N (D 4--J (u w Q) o O V) N w :D .) U w m �'...... f- J E U ig .M O c � _® N 14 llll� w M Z Z > _L L E U o wz z a ❑a - g 0 U U o � U OQ o� coo _� az �o�J �om� az to C a iv � ¢ �o ' . >z Z m J �, z' co O ¢ a ¢O dLL �= o w� >� zl¢ o§ (D > LO J O rn O CO N LO 0 N 0- m 0 LO �./ +-+ 0 � o (0 '� � m N 0 L O r Q 00 N r E 0 CO Ln O z v; z E N a ci ° ¢ o _° JOB NO : 23-04907 SCALE : AS NOTED SHEET NO. WP1 +-r (1) itrt "Awl %mA ��11ii (#i4utltln� Brackets (�{� �ialiS��f � -. Y 'tl t,r :a 74 't� 'XL-}i.'� e back Cron Support (May be cL7t to W) See Anchor Scttedule Bracket (zb Gauge) B°l�A. j,r.l"Dlaa A325Ga1V`Vconfig Q - ' 1 - - #14 Self -Drilling Screw-, -c Unit, aottum Edge tliirftil�tyttd (Typ1 l3infront) } T w��hers Front Cross Support tt,�.__ _ Self -Locking Nuts (May be cut tow) 1 Left ®Packet ('16Gau J' #kC4S l(-0si0i Ct WV�a1ITr 1 r4iCC4 C5 rr Back Cross Support into AIC Unit Bottom Stile Typical: 3 each side for hurricane LI INSTALLATIONi ( sf,xd`rc anatatl44'ours irustrlutinin, art F,"iriece eitfa r:ar-i1 }l:rt,l . Au -R-- R,ri l �,t�r,9rs1#t�tia awa dalr r"Z} :�,� 4E�iitl #etlE4aet. (' !' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel orl zne2o21 As P R1 required b Florida Statute � � 0"DUCT APPROVAL 553.842 and Florida Administrative ;g� p 7r �.,.,�.,C they YYIII be utilized SPECIFICATION Code 9B-72r please provide the information and approval /� .,fig, �•>� �9 �t �r+� pry �+. {�., p+ �y ay on then construction project or which you are applyin SHEET(2023) numbers on the building r a components listed March 6, 2023 below if Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d3 1/2512022 (Al C .�.+ (•� �! 0 = -� W O L� +� � � " Cat ! -V ��V (3)0 v � O Q •� O i��JCSTj�j�pia �#Right � 0 M O(Inewing/Outsw v� Q�+,� .�2 „tea �1 � ��1 V ) Q ,...,.e..,J 4 e'�.. .,.:- 3.,..: ➢ .:...y:-rbo ,.. . ....:41..u..?v.._-..,._:+..:.,. . Entib or e ,Date Date Date Pend i no ow TM arse Manufacturer Steve Jt Engineer&License Validated By Validated Submitted BCA12020 011312 Strove Revision 2020 Thermo Tru Corporation SteveJasperson Lyndon F. Schmidt, P.E Ryan J. King, P.E 07123J2020 07/12f202CJ 0712912D20 10/1312020 Approved Category: Exterior Doors (600) M 7628 PE-43409 (813) 7675555 Subcategory: Swinging Exterior Door Assembles slasperson@thermatru.co. Compliance' Method: Evaluation Reportfroma m Florida Registered Architect or a Licensed Florida Professional Engineer FL#2D47U-M. Prt dvats Seg# Product Model -Number or Name Product Description ContractExpiration Dabe In HVHZ Outside HVHZ ResistantO 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#388.Bquotlmpact&quot Opaque 12Yd112022 Yes Yes Yesi;� Composite Edge Fiberglass Single Door Quality Assurance ApprovedfarUse Aparovedfortlse ImpactONIA ng, X configurabon)2 bThermal-Tru FiberClassic: and Smooth -Star Nommal 8&#39,8&quodmpact&quot Opaque lWlf2022 Yes Yes Co sldelnas)(Edge nsvongl/4utsvwg:XO,OXor4XQcn♦/1-CL uratlons) cm� 3 c Therma T[u Fiber-Classlaand Smooch -Star Nominal8&#39;8 &quot;lmpact&quotOpaque 1213112622 Yes Yes s1E ComposltsEdge Fiberglass Double Doorwlthor WithoutSidelites (IrlNaing/OutsMng; XX or OXX0 y„ 1con46rIn.18pna, C 4 d.Thermo-Tru Fiber' -Classic end Smooth•SFar Nominal5&N39;0&quotlmpact&quot.Opaque 12131 fLUYL Yes Yes ��es NIA Oomposne Edge Fiberglass Single Door i t O'"ng/Outswiing;Xconfiguration) �r 5 e. Tharma-Tru Fiber -Classic. and S-othStar Nommal 8&919;g&quoklmpad&quot Opaque 12JBIM22 Yes Yes fes IN V �•� CgmposrteEdgeFibergl�ssSingle Doorwith � configurSidelre(ations) ngl4ntsv rig XO,OXor4XO -� - m configurations) 6 f: Therma•Tru Fiber -Classic and Smooth -Star Nominal8&#39 0 &quotlmpactt4quot .Opaque 72131R022 Vas Yes Yes-- NIA y � 1.1- Composite Edge Fiberglass Double Door with or "- v without Sidehtes(InswinyfOutswmg;XXoroXXo y C configumtions) Q �; N 7 g. Therma-Tru Ftber-Classic and Smooth -Star Nominal6&'#398-&quotlmpact&quof Glazed l2131f2022 Yes Yes Y fA N CompoefOulls a FlXconss�nion) r _ 9f (Insw1rq/0utswlr�;X configuration) •� tZ � 8 h.Tharma-Tru Fiber -Classic and Smooth -Star Nominal8&#3Rn&quodmpact&quot Glued 12131/2022 Yes Yes Yes WA > E CamPostaE�eFibaulang;XO, DoorY�, � � 3 Sdellte(s}{Insw4ngbergla4ng;ngl Da or OXO L3 e configumtions) �" 3 9 1 Thermo Tru Fiber -Classic and Smooth tar Nominal8&#398&quot:lmpact&quot Glued. 1213112022 Yes Yes Yes [A� Cb V Compo4isEdgeFiberglassDoubleDowv4thor > Without5ldelites(In-Ang/Outsaing XX or OXXO ty configurations) ? [LL, 10 J. Thermo Tru nbis-Classd and Smooth -Star Nominal8&#39;0 &quot;lmpact&qucl; Glazed i?J31/'2022 Yes Yes Yes NIA y p, Composite Edge Fiberglass Single Door a E 11 k.Tharma-Tru Fiber -Classic and SmoothStar(Nomin.8&��01qu�lm"ad&quptGiazad 12/31=22 Yes Yes Yes WA Composite Edge Fiberglass Single Doo"Ah ye 5idette(s)-:(InaoinglOudwing; X0, OX or OXO configurations) 12 I: Thermal-Tru Fiber -Classic and Smooth-Sar Nominal aiMIM) &quot;ImPact&quot :Glazed 12131P2022 Yes Yes Yes Ni e Fiberglass Dou ble, Door With or wlthComou a losite lees(IimrivinglOutsving XX or=0 CO MIn2I tian5) 13. rnTherma-TYu. Fiber-ClassJc and Smooth -Star Nominal e&03g;88iquotimpact&goer"Opaque 12131 f2722 Yes Yes Yes Ni &quctNoeImpaot quolassSlte(s) orMth &quat,Nan-Impact&goat; Sideline{s) (IOswnnglOutsvamg; XO, OX or OXO configurations) 14 n.Tharma-Tru Fiber -Classic and SmoothStar Nominal 8&#3BS&quctlmpact&quot Opaque 1Z3lf2C22 Yes Yes Yes Ni Composite Edge Fiberglass Double Doorv&h &quol;Ncn-Irrpact&quot. Sidelites (I nswing/Qutsai ng; Nommal&& configuration) 15 0. Tharma-Tru f berLlassic and Smooth -Star Nominal8&#39;0 &quot;lmpact8,quotj Opaque 121311202Z Yes Yes Yus. NIA Composite. Edge Fiberglass Single Door Wth &quo),Non-impact&quct; Sideide(s) Nominal &gU,OXor OXO c; Cpag1aturns} 16 P. Tnarina-Tru Fiber-Glasslc and Smooth -Star NpminalB&#39,D&quot;lmpact&uat;;o qua 12J37f2Q22 Yes Yes Yes NIA Cnmosite'Edge Fiberglass Double Door�iM[Yi p. g.- &quo):Non-(mead&gpgl,Sdet tea{maMhglOu awA rig: OXXO configuration) 17 q. Therma-Tru Fib -Classic and Smooth -Star Nomim 19&439, 8,&quok Non -I mpact&queb Opaque 17J31fLD22 Yes Yes No NIA Composde Edga Fiberglass Single Door (Ifle"mW0utswing; Xconfigundion) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&gDbv Non-Impact&quot Opaque 12131/2022 Yes Yes No WA with Composite naWngberglaSs Single OX configurati nit � ny101a43iMng, XO, OX or OXO configurations) 19 a.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 6&#398&quot Non-Impact&quot Opaque 12)31h2022 Yes Yes No WA Composite. Edge Fiberglass Double Door Wth or Wthout Sidertes (IrlSvlrlo,/OutsvIng, XX or OXXQ configurations) Impactoor Opaque '7?13112022 Yes Yes No N/A 20 tTherrre-Tru Fiber -Classic and &lnuotllStar Composite Edge Fiberglass flnCaminglO Edge i; X o nfigur forngle Door n l8&# rig; X oon on -Iron) Nominal 21 uThe ma-Tufiber-C asscandSmooth Sa Nominalte Edge Fiberglass Ingle Dquot Opaque 1231/2022 Yes Yes No WA ComposheEdgaFiberglass Single Doorw4th aclelte(s) (IrrawnglOuteang: X4, OX or OXO conflaura5onsi 22 v.Therma.-Tnu P1,5r:Classic and Smooth'S1ar Nemnar8&#Sg;O&quot;N- lmp.d&quot;'Opaque 12/31)2022 Ye. Yes No .NIA Composite Edge Fiberglass Double Door vdth or w4thoatSidelites(Inswing(Outswing'XXor OXXO mrfigDratianm 23 w Therma-Tru FiberClassic and Smooth Star Nominal 8&#39;8 &quot;Non-Impad&qugt; Glazed 12131/2022 Yes Yes No NIA rationgle Door Cm;,MngteErweFib configuration) (InswirrglOuiswirng; Xconliguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quotNon-Impact&quot; Glazed 1213112022 Yes. Yes No WA Composite Edge Fiberglass Single Door with Sldelbe(s) {IneWnglWsWirg; XO, OXw OXO configurations) 25 y. Therma Tru Fiber -Classic and Smooth -Star Nominal 8&039;8 &quot;Non-Impact&quot.Glazed 12131!?A22. Yes Yes No NIA Composite Edge Fiberglass Double Door -Win or WthoutSidellieProduct configurations) ations) s (InawinglOutrlving; XX or OXXO 26 z. Therma Tru Fiber -Classic and Smooth -Star Nominal SWQ90&quot;Non-Impact&quot; Glazed. 12131)2022, Yes. Yes No .NIA. Cgmposha:Edga Rbarglass Single Door (InsvnngKTutswmg;. Xeorrtl9uration) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8$#39:0 &gwt;Non-Impact&quotGlazetl 12131J2022' Yes Yes No NJA Cdelp(taEdg..b"JY�ng, geDo: OXor ith XO Configurations) 28 zb.TherD�-TmF�ef.ole35�and Smo�hStar Nominal Edg;0&quoCNw+ Double Door Glazed 1213't1202Z Yes Yes No WA Composite Edge Fiberglass Double Door with or WithoutSidelites 0nsWng/Outswing; )C(or OXXO cnnfi9urations, Category/Subcategory Manufacturer Product Desonptl€�n Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR C ORS SWINGING ThermlaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL204�61.1 +67.0/-67..0 psi 12/31/ 026 ThermiaTru - Fiber Classic and Smooth -Star (IMPACT) FL20 468 +:./"�.,"%f yI� 67.0 .d a .0 psi �y f " /j` 1 /3 /20 v Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 LU ] i I� B. SLIDING �C� �f�� }��ry{�,/�+ �yy��+ MI Windows Ylrs and Doors s �'`j eyries 420 +y FL1a53.32.1 - FL15332.5 /C �'91 �t f�I /jI �+j +�j0.t�/-'°• 0.0 per{ f f'�!/'�+j ,�1 12i31l2024 '_.. -- ._ _. PC -IT Series 557t NOA� 21-0205.03 +38.71-38.7 psf 4/14/202'6 r� y Pella Corporation 'j" FL2846 I . SEIC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL824�8.3 +31.01-35.0 psi 12/31/2023 Wayne -Calton Series 8000/8100/8200 #1123 (18X7) FL824&10 +30.01-33.5 psi 12/31/2023 ''ayne-Dalton Series 800018100/8200 #112�4 (18,�t7) FL 48.11 - +34.4! 38.3 psi 12/31/20,2 C. METAL LOUVERED D S Curries Ctvtsion ofAADG, Inc 807,707r727,747fand 84'7 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2'025 +n�� �,j�� �l1�•� }�,� rr_. 2. WINDOWS l�fi�O!Ir' S A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +80.0/-80.0 psi 10/8/2023 f'� t•, At,7T P j� cries- (yV(+F ,`,tl 0 [ ' FI:+E.3(,.i�i y9 ,( N A NIA jf3fj jMj /'jl/] _ f f Wf2s,/yr' Pella Corporation Series 10/20 FL11206 +35..0/-35.0 psf 6/17/2027 p� �1 y Pella Corporation � r�r jib Series Pella 10 Series y �p FL18803 j �*y j {� �w + 0.0/-60.0 psf 1 j j �y 6/2212023 ,1st a ,s>.,.,-g- ". .. x,,t„ , , ::'.. . '_ '•'..:. .. . r4f v 'r"'"~r->s 'nr"d°Y. °�i _ ... fir°^°'-,.°.,.,, „-:.....,A.,.r_�>,,. �.�^�v.A?�..y .5`rv�"_*s. ��' zD� '�".�_�, .....c�...�. s �n,.��..�a,�4&e.-.,�.�.,5_..: .`_ is.,,c.:k,`'Y,�a'._ '✓*�.,,.��.,'��"�`a ,v.a:•'u''�s�..-nr>fia»:zi..r,aL.,,`�'._.�.,v3. Coale nit r 3�3 Date ,pate Pending ffi4 ]ygg version Manufacturer domeoct !not,,,& License Validated av Validated SuDmlmd FSC Approval p Approve Status AfOrmetion 2020 smart Vent Products, Inc. Wchasi Graham Hermes F. Nw-P.E Loche Bvaden P.E. 12A612020 12/10020 1228/2g20 Approved category: Souctural Components (877)441-8368 PE-73778 (334)3ODA800 Subcategory: Products Introduced also Result ai infot6smaf[ventcom New Technology Cornpiiancs Method: Evakramn Report tom a Florida Registered Architect oa Licensed Florida Professlolial Englneer Quality Assurance Aon-odforusa Aunrovedfaruse. [mow design gap k. Protluct Model. Number or Name Product Description Cetraet:Emiretian Date In HVHZ outside HVHZ Resistant Pressure 1 SrartVent Model #15401-510 Dual Function Flood and Ventilation Vent 13f5120?3 Yes Yes NA +1001--100 2 smedVent Model #154P5i1 Duel FuncBon Flood and Ventilation Vent 12l312023 Yes Yes NIA NODE 1D0. 3 SmartVent Model #1540-520 Insulated Flood Vent 171312023 Yes Yes MIA +100f 10i) 4 SmarlVent Modal#1540.521' nsulalett Flpatl Vent 1D3112023 Yes Yes NIA r10oFloo 5 8 dV tModel#1540-524 16zcsid; Garage Door Flood vent 12ta1/2023 Yes Yes NIA NIA 6 SmadVent Model #1846570 VJcatl Wall lneulaietlfbod Vent 1213i2023 Yes Yes N/A +1OOFi DO. 7 : SmanVent Model#1544574 Wood uallIn Iva Door Flood Vent 12312023 Yes Y43 N/A N/,4 t B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psi 2/1612024 d.� I '' i l+t (��j Pella Corporation a t+ Series 10/20 ( �` FL111V1 (� (� Iry �i +30.0/-30.0 psi '%j'" (��} 3/2t{2023 p y p� �•'y Pella Corporation Series 10 Sliding Window FL12811 • i V/Za.dd E.031 �+ '�,/'�1 C. FIXED , ��/ �'ypy MI Windows and Doors }�•, Series eri s 185 �a ,1 FL15349.1 �y p+� jay +60..0/-60.0 psf 4/3/ 023 ry..s r GT ,fit •tic +��t Series 5520 (�IC�/ FL243.5 NIA �t j$/' �''y+] 4/30/2025 Pella Corporation ^�1 �!. j� �i Series 10/20 FL 94 {� /+� J' +50..0/-50.0 psi ('+ jai j+y 7/152024 tj ,�y a� r� Pella CV-rp-orati'on ,ppir�, �r 1R. Series Flange Fixed ��.rsq, }�y�,E�y, FL1 280 �}'I N/A �y �'�1 5/ 031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 �'' PGT rya ,H� +i� .may �`Cj Series �+500 F 1. 1 NIA 5/2 2026 Florida Department of Business & Professional Regulation Pepe) art Building Codes and. Standards Ih412071 Approval Application Detail C7 Lilt C ECG Can E • OTHER 3. PANEL WALL . ,.. ., ;- ,:, sf: ',:r.,7 .s,. <, ;arv; .; r., �„-•*..:. ,.. ,.. ,..s.. .,,,,; -. :O:;y- �;•...-. eJ a`" , it2: r : � . sse: ao,-a;; - ,._:.. ,:: ,:,>a.+, nv ,- .. ar. :. :v-5€%,.v�.*.,a:Y-Y., w�'`, vd e'.._ •"`„ n, v. ,r.,a�, �. �:,,1 " .din Cod- E dl or gg(a Data Daza Pestling. &&i4 jypp Varslon Manufacturer Contact Enalre.BU-nse Validated se Validated S mrta FBCAu.rpVai Agarce. .Status. R.A.I. 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Locke Bowden PIE. 08n0/2020 08M2020 06/202020 1 Dn32020 Approved Category: Met r50Z.rstaQdI1e PE-74021 (334300-1800 SIWCazegory: Metal Rooting lshumete�drexmaz.can compliance Method: Evaluation Report vom a Pro. tonal a irlear ectdraLicenredfldritla Professigtal Engheer ai•..�, a'yAL' A. SIDING • James Hardie Building .Prod. • • Cemplank Lap Siding and HardiePiank Lap Siding - FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solis! and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psi' 12/31/2023 Alpha Aluminum, Inc.. Soled and Vented Aluminum Soffit FL16544 R5 - 54.2/-�54.2 psi' 7/30/2023 C. OTHER FL#?T87g•�36 Prp[1pot5 OuaHthr Assumme Approved for Use Approved for Use Ili"" Protluct Model Number or Name. Product Geserlutlon Caltreet Exnlmtlon Date ! HVHZoutside, HVHZ Resistant Pressure. 1 ll a Metal Rooting systems DMG 100 MS.. DMC 15086, DMC 175S, OMC 2606. 12/312025 Yes No DMC:5V "NIA +01-180 Florida Department of Business -& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel are rszDzl !T►O ■ G I� fr.�LJtir C l S . ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 Florida Department of Business & Profeasslonal Regulation BuildingCodes Standards Pdge2of4 ., D 3. B. '�!'�L�EF�LAYMENTS e oo Tamko (tor Shingle R 151b Felt Llndeila inert y FL12328 i%J!' A �6/29/2023 .r ...+ , _, ",:'�. w, ... .�1., „ - t .,.yea.. >:.. v::a. ,rb ,. Fh=+° xS.. .,,f, ,,%. „ �k. S, � �... ...� . , , A . �� ).,. ,.��.;__:����,��...�rrv��;�..,�...._ ,a> .. .,. ,T .a., .. ..- ,r+W x�. vs� - x'+ 'Y, ,.:"':`^ x S . ,,' d'e.. L... .. v: N 4 , ,: ,. �: .. , � ,,� �,.�,�_� .. �> ,err, ...ra• .. +a°i. :..*$ m. _ .. ,. w. ... ,,n.,.a� .,.e. a:.>. •.v, Product Approval] Application Detail 7�'a Co Varcinn Manufadulef D Date comact Enginaors Licerisa YaBdama By Valitlatetl uS bm,tteti Date Paldlno FBC Approval Gate � a Plyglass' USA, Inc. (star Tile Rood POLYS11CK TU MAX FL5259 NfA 12/23/2023 Revision Fl ibi92•R6 Bea# 1 2 3 4 5 2020 Celmgari`: EX[tdOr Dome SubCafeppry: airing Exterior Doe Assemblies Compliance t red A: hItofEvaluation. Report from a Florida Real steretl Architect ore Licensed Florida PI.N.I.-I Engineer efoducta - Product Motlel. Number or Name SERIES 420ALUMINUMSGD SERIES 420ALUMINUM SGO SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SGD REINFORCED, 6hfinger Lomas. Steven M Urich, PE 10,08=20 10/062020 10/1912020 871e713B5-3300 PETS Roberto i717)317-0454 bsmngar�mh.^'tl.can -. : Quality Assurance Anorovedfor Use Approved for Use Product Description Cantradi Explratlatl.Date ig HVHZ .Outside HVHZ SERIES 420 ALUMINUM SGD OXO 1273i2024 No Yes 1453A&quaxeDBqua:NON-REINFORCED SERIES 420 ALUMINU M SGD OX XO.XX 12r312a24 No Yes 988qui3,e808quot, Noel -REINFORCED SERIES420 ALUMINU MSGD REINFORCED OXD 12f312[i'24 No Yes 145.314&quo1,x%"uot: SERIES 420%UMINUMSOD REINFORCED OX 127312024 pro Yes XE,IES 42CgLUMI UMS SERIES 429ALUMINUM SOD REINFORCED XXIC 12912024 No Yes 143&gwA:K!suqud; 12fAfl5rA20 m .1 Resistant NO No No No Nd. Approved Design Pressure WA NIA N1A WA WA Cn CD _ "-^' - a_= -. vrs.- ,s .,-,� :. e . �,.y; __ •-. ^,e .. _ - "' Y�-: : --.-.-�-T`gbF°i. >�` --� �-'�-- -. .. � �.: �'-..+. £rye' ?�� •r �4�,a��% .. ��-'.:�,.���,, _ tip . �.�_ � _._ _ __ � � - - s,�, _,_� _ _._ _ r�.�._ _� R..�•.�._, __ Data Cod. En[I(v w DateDate. Date Penglim Date ]Legg Version Manufacturer CnNact EnoieaerSDcense Validated ea' Vall�ad 5ubmiged FBC Aoeroval. Appmvetl p4]�c Revision 2020 Therma-Tru Corporation 6teve: Jasperson Lyn den' F. Sch rhldt P. E Ryan) )Ong:, P.E. D4/1612021 12J312020 0422.2021 0608rZ021 Approved Category: -Exterior Doors (ao0) 843-7628 PE43400 181317S7-6555 Subcategory: Swingng Exterior Ii Assemblies slasPersanfHhermauu;g'- OompllaheeM4thod:EvMuatlw Repontoma. om Florida Registered Araatect or a Lic ensed Flords Professional Engineer F� 6g prod -fir - - - - Quat Assurance Agorovedferuse Aoaraved for Use Impact Daslan Sep# Product ModeL Number., Name Product Description Carrfract EXPiratlon Date in HVHZ outside HVHZ Resistant preasuJe 1 a. Therne-Tru Htrer Claasicand S-.th-Star Nominal 6&ti'39:8 8quotmpadiiquar; Opaque 121312d2B No Yea Yes WA Cnewingte Edgeg: X coatis rogle. Door (Inswingl0u[ewing.Xcanflgur&flan) 2 b. Thorne-Tru Hher-Classic.and ,&-oth-Star Naninalsza35B &quct;lmp Op. qua 12f3120]6 No Yes Yes N/A Grnmposite Edge Flherglass 9ingle Coo"1!4th SAelite(s)(Inswing/0utsMrg XO OXorOXO configurations)` 3 c.Therma-Tru Fiber-Clesskand SmoolhSlar Nompolte Edge iberlass Doubts Dopaque 12f3i2028 No Yes Yes N/A Composite Edge Fiberglass Double Door ivNh or Without Sklelltes (,Inswing(Oul-k.g XXw OXXO ponfipureiigns) C, ROOFING FASTENERS NOT USED �, ® rL }�, �••y rF.y �.q�, VENTILATORS 1 . e!rT1 fl 1F SIENTI Lt Ti IirfS 7.,i 7 'i4V V "'YYY MMM...EEE 7 L! 3 vri 7 iLLLrr. D.ROOF �yp� j� �{ /�• Comp. v .i w 1 Thompson Arch Metal �a rL �Y Off Ri : e en s RidgeVents y, y/.sa �/,�{ FL11..r918..1 - FL1 • 91 •8..,4 ��f NIA 9/9/ 0 a�'� ggi' p/'p pi'.I�. IncVent Florida Metal Products, c ip. rg.�as�,�, �r l� Y eni r \ Y )err r+.r rimy ,��rp, FI_21580€ 3' NIA I IA ,nv.r! ,�..,aFsrA', ,f,+,.r 12 31/2024 Lomanco, inc DA-4 Exahust Went FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES rr�.���Fy�'r� �y BVlal Tile Eq�.'.yS, Villa 9'S.r0 �}���yyy ��ry{ ,r�,y�, FL7849.27 - FL7•849.28 �// NIA r/f py 12i3112025 �} ,F�r�•�i j �g L AJI GII 141'i yyr /�y, �} �'C Saxony Glfli aJn aJ�V ] j. FL79+.1 F84.•J.2 (�'r [� IW,F�7, �'l � jI 12/312A1rr45 ROOF j•� (�,i►1r 1y„P F. METAL AaG 1�(l �r Ed Inc.4r Drexel Metals, r �.y, ,,�..y. ,�.y,gyy y y, ply, �.q� ram: /�, /•�, a..��. y .rigs may, �•�. ti, �g i IM t _ 1 # ii 7�1. S t r 1M1 - 1 5OS S1 t M 1 e' 5S 1 r tM L+'Y "tiI Lf'kl' 7V V Y "55..+e sss ..JrJRRR//#M.I Ls VSY,i fVL V{mil '�ta�h, r� !.J V 2VV } DMC 5V �,•rs�/ FL17�•`al 9.1 V 4a +0 -180 �.a L V 12131/2025 Florida Department of Business & Professional Regulation Pager d2 Building Codes and Standards IM12021 . tiri 1 a fGRw7 SHUTTERS 4 '0 Tnamia-TN Flher-Classcand Smmth-star 5 e. Tharma-7ru Flhar Classic and Smmm Star 6 f.Therma-Tru Fiber -Classic and Smooth -Star 7 g, Therma-Tru Flit -Classic and Srnmth•Star 8 h. Themie-Tru Fiber Classla-amd Srnmth-Slat 9 I. Therma-Tru Fiber -Classic and SmoathSter 10 I. Therme-Tru Fiber -Classic -end Snwcth-Star NonlnelB&#39;0.&qud;impept&quoLOpaque -12�'3112028 No Yea Composite Edge Fiberglass 6,ngleDaor (I swinglOuW'nIn9;Xcrospuretion) Nominal 8&#399& uorMr et& ua1.0 Opaque 12r31I21R6 No Yes q , pa l Paq Crmposlte Edge Fiberglass Single OaorwRh SidedWs) Ina'Mn uteuin :XO.OXcr0XO ( g,b g crn5guratlonal N.114-18943g0:8ged;8niaidamuot, Opaque 1201/2026 No Yes Canposite Edge Fiberglass Double Dos with or without scalBes (Irmmngi0utsalhg; XXor OXXO crniiguratione)�ya,, Nv+tinar6&#39 8 &quot lmpaclMol, Glazed IM12026 No. Yes Coy, its Edge FlaerglassSingle Door (Inffinal Outsain9Xemligurego). Nm4na168#39;8 &qu otlmpa [&q alGlezetl 12✓S1fl026 No Yes Composite Edge Fiberglass Single Dmorwith liigurafl.rs'NI�roMeI�,XO,OXarOXO amTgurallonat Nominal 69#39:0&gmt;IrmaotBquot Glazed 12f312026 No Yes Composite Edge Fiberglass Double Door with or evmroutedelnes dnswing/i7utemm; XX m OXXO confguradups) N mJmI a&#39;0 &quo;lmpad&quo Glazed 12/3112026 No Yes Composite. Edge Fiberglass Single Door Yoe N/A Yes N/A Yes NIA Yes NIA. Yes N/A. Yes WA Yes NIA ProauctApProvalAPplicatir=n Detail mil■ � O � i /•� U) CU /� S_ +� A. STORM PANELS Global Protection Products' Galvanized Steel Storm Panels FL1-50716.1 - FL15076.2 NIA 12/31/2023 „ , ,,. y, :,,ytyyw .. _ '^3 _,,. j. _�_�....�„ -,„• a`n;..... ,sy^��;. 4, .-=„"�.t:: ; 's .,, `V�, .,."?f', - - �"�' .,.,. .-ate''. :5 i :, � 1 ,��'', - � '%�'rt .-.. #+ .. - �,•.. 3 . ,Lis S z. ate?- .-„ld..: 'a--M ,y ,,{ " a' .... 2. w :7- . .tea �'.. .-�. � a S ��.�t'-�..6,��<"-, _f.. .3. A....,, ..�rS,: ; ,s'�xsza•^- �,'Y "'.s,h,, .. C^ w,w.>.t' aa�. '•�i��.+ ,:r�4Y.'�T,..���.2�s,3 �� 'f 4`1 .�..n,.._t ..Code ed.� to �,¢ &ggg Sn_ el or ,�jp, alit Date Approval � Version Manufacturer (:Onfdet F4Mlneer BlJeehse Ya1Mffietl By Validated -Reed FBC Approval ---vest Status Ravel. 2D20 Wayne-O.Rm,adirmlon oFC,,adl d!Door Dwayne Kcmhsh John E. States Jeffrey P. Arneson, PP. 10/122D20 09292020 10232020 12h5/2020 Approved. corporation (330) 763-8121 PE31737 (W4) $21-5200. Category; Exterior, pears dkomishgwayna-dunch,c SubCatagory; Sectional Exterior Door Assemblies: om CpmpliancaMMhpq: Evaluation Report frc rl Flonoa Registered Arehhebt era Licensed Florida Professional Engineer - !L#8248-R20 PraEuets '.. ` GaalttvAssarana AppInHVMZDae Apprpv.dfor Us, MsaN Design sea # Product Motlel Number or Name Product Oescnpdon contract Expiration Dale m XYHZ outsltle HVHZ MH Prursuire 3 800MIO 8200#1105 9&#39, Ms. width. 14&439; Max Want, Glazing 12f312023 No Yes Yes +31o0F35.00 available in tap orihtennediate seNlai 10 8000!&10016200#1123 16&439 Max width. 14&#39. Max height, Going 121312023. No Yes. Yes +30=1--33.50 evalli top or Intermediate sodio, 11 80001810W8200#1124 16&#39 Max width. 14&#39. Max height. Glazing 121312023 No Yes Yes 34,40l-38.30 avaOable in top or hiermedlete section. �j All American Shutters ©C Glans Galvanized Steel Storm Panels FL17859.1 NIA 12/311'2023 cw�.' 6. STRUCTURAL TU RIA L �P Olt :[IPONENT COMPONENTS i,,,j9 �11 ly A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie �% y t+ F•} see chart re�.•.�u� i B, TRUSS PLATES ITrVN Building Components' Alpine Truss Plates - FL1999.A FL1999.�4 N/A 12/31/20.24 MiTek Industries', Inc.. Truss Plates FL2197.1 - FL2197..5 NIA 1.2/31/20.2�4 11 k.Therma-TruI'lner-Cliessand Ormolh-filar 12 I. Therma-TN Fiber -Classic and SrrWdhSler 13 m. T#emna-Tru Flher-Cla is antlSmodA -St ar 14 . ThemrnTru Fiber- aaslc anC Srnodin-Star n GI 15 o. Thelma-Tru Fiber-CMssleand Smmm-Star 16 (=Therma-Tru Fiber -Classic and Srm.Ih-Star 17 q-Therma-Tru Fiber-Claesis:and Smooth -Star (InswnglOutswing Xconliiguratia) H -Ice,#39,0&quot:ImpactpquoT.Glued 12f312026 Flo Yes Composite Edge Fiberglass Single Doorwith config s)nnswin9bdn1ng:KD.DXorGK° pd,figureuons) Nominal aglii&qum;lmpact&quct. Glazed IM112026 No Yes G�paseEdgeFlbarg�aaDpaMg;X)lathar vYph out Sitldi[es gnavinpJOuts4ing; XX•o OXXO cmn9urielonsl Molded composite Edge Aurgfesq in 1^J312026 No yes Molded Open CPmposilD Edge Flberghd94(Single; Door ms,iln /bulswin ;%c n{ mhoN 9 9 9u * � 1 028 No yes Ncm nal 8$#3988qugt,impact8qud, Glazed 213 2 anCom 'ells Etl Fib toes Single Meldedth Po 9 9 Door with Glazed Molded Open Sidelite(ai (mswingfOulswlfg;Xo;OX oDXO cmgguralions) Homnai 6a#39;eaqua;ampact&quot Glazed 12/31/2026 No Yes Molded Open Composite Edge Fiberglass Double Door won or thou! Caeietl Melded open sideates (mswinglOuts•Ang; XX or OXXO aanfguretios} Nominal 6&#396&quoomptiomquot. Opaque 1=112026 No. Yes Con a Edge er lass Single Door .posh. E9 b g S g h Molded' Sldelitefs111nswingroutsv:ing; XO, OX or OXC"figu canons) Nrnnnel.6&#39;8&quol;Irmild&quota Opaque t2/312g26 No Yes Composite Edge Fiberglass Double Dodrwthor wfiJidut Glared Mdtletl Open SWaldes (NsafngfOutswing; XXor=0 conUguradons) Yes NIA Yes WA Ves N/A Yes WA Yes NIA Yes NIA. Yes NIA. � � U O L� /'� W Florida Department of Business & Professional Regulation Pagel di Building Codes and Standards. 1&2021 Product Approval Application Detail C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 NIA 10/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0+630.15 NIA 9/11/2023 �yy j� Inc.�y Yi' F tr`�a y i�. �`'y y� �p ,t�iProducts,, Commercial Concrete Product cHigh p'� jY �,gi r�i 'iy°+,+a7L JSY Strength Concrete Lintels ai- Il\IV!!1'i'i F# 1774 a`113i .ram./ 51202 t °"Vt f1- .,'FJT. -g� ' "�. �:t hr ��'�' v i> A 'r�K.t`4�'C 6 €��.M14"y =5 Y` t ,:�'Vc✓(X'�.u^s "l'T Yt"i �, v. .--.: .,L L:.,..,..r, £ .��, :A .�Tk,:_ ,P� x .r :���,,:z>; -Y<4 .,.:`< a5 +Ax'.G"k'a:.ti ,n T .: -e ::a'"f'„ w,..?�...wk`� �, .. ,+v.�t�� �hi^..i _u" ra+rrr^_.eH:n.,v. 1,.� �meC,a k�t?•.jt?4;152'�%.5'h�^ "F. J� . . �,x,�,a iir code a"txv or �-@ to Date yP�elldlna Data Tea V-lw Manufacturer Contact Englneer&DCenSe vendeled By Validated submitted FBCAnproval Ann -act Status Rewsbn .,a Cures Dlvislo at AADG. Inc, Tom Rattay UL LLC Troy Bishop: P-E. 12/10/2029 12(012020 12212020 Apprrnretl Category; Exterior Doors (641) 494-2813 954) 947-OBSU Subcategory: Exterior Door Compomts tan.reltey@uesmioy.co compliance Method: Cer00cation Mark or Listing m PL#11537-Ra prddppt5 ouallty Assurance Approvedfor Use Approved far Use Impact Design Seo# Prgduct Modal: Number or Name Product Descriptrga Cgmracl Eaclustum Date In HVHZ Outside HVHZ Resistant Pre,c,, 1 SOT. 707. ?27, 747 757; 777. and 947 Snlil and Pens of F ush, Glued, and Louvered single and pubs of i➢G112025 Yes Yes Yes NIA Doors hallow metal doors • f� t�t1!� ,r+ L. Cy Gy. day►11I The products listed below did • • - '-� - rt�gr} p�Yons'trate product approval at ran re ew. I understand the a he time f these products, the follouvi information must b A n t i t a of inspection o h nfo u e nV7. d�lll pp p p t n� y, ip �'y ,y: �, ma's ,.g R �`i�yq pf;i +.y r� �qy �z�, '°�'khJF7 liable, to the inspector on the obsite; 1 co of the product G mval.. .tr'. aNe i.7 LVr L v pi +.r we■ V' I l��.r jobsite; ,p I L p Si i pp �Y L Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Applleation Detail page I at trsn02t. .. - ...:, - - - - ._ _ - '.. '.. ... -.:'_ APPLICANTilATURE - - -- -_ .. - -. .. -. -. DATE - - _ -. _ - .. - - Florida f]epartmen#otBusiriess&Professional Re ulaGcn Building Codes and Standards Product ApprovalApplication Detail Page idrz 152021 LU z Q J A' ,�- Cod. Entry or Date Dale Date Pehdnp ,tyyg Version Manufacturer Cbtda[[ Ersdnaer $. Lrcvtrsa Valitlatetl By Validated SLLmilled FBC Apomval Approved Status Revision 2020.POT Industries Jane Rosckski Miami -Dade BCCO-CER Miam-Dade BCCO-VAL 11/1971020-IWS=20 11242020 Apprrnrd Cara o:Ex[erlarpooro. (941486-OitlO. (T88'1315-2590 9 ry aubdategory: Sliding Exterior Door Assemblies Campllaitda Method: CadMcatfon Me rk,or Listing am r FL# §] Rai ai dU Q-1rtr Assurance Awved orUse Approved for useImoac Sap # Product Modal. Number dr Name Product Destrlptlon Goveract Psclratldm Data In HVHZ Outside HVHZ Resistant Pressure 9 SOD-5570 (large Mssilo Impact): Vinyl Boding cgass Daor :04114R021 yes Y. Yes N/A .. _... a. _ .... ._ .. w ... _ - 4 sal. _... ... - �. , ^'k _. .,Y! v, > , _ �... r.. _. ....... .....�, „ ,m'-w. _.. $- v. .1!...�. va.�. ,.... Wiz. , .,, ......, ..�... _x,-. z: x...._- _., __ .,.- ....�''§•°-t. .. -. �... .. _. .., -A: ..-,�k _ ,1 :. _ .. . e. - _ ,.. .. -c. ...... .._... ->,. -. ,.r-5._., _._"a�c._ .._, __-,.�,_t..,-%Y._.-..-_,__,-, :.��,�.`��3>._..�.�. ,.. .w Code Enutvw Date Data Daze Pending Data Jj(pe version Manutacturmr. cpntaat EnWneer&Liceree. Validated evValidated Suhmittetl FBC Aoomral Apwovetl Status Revision 2020 MI Windows and Doors Bren16101nger American Architectural Stow M: Urkn: PE 111172D20 1111712020 1127t2620 Approved Category:. Windows (717)365-3300 Menufseturcm Atsed.tlgn (717) 317-8454 Subcategory: Single Hung bsnmger@mfwd.mm Covilleramethod: Certilatlon Mareusing Qual ASswanoe Ao aetl for Use- Approved fa Use ay Apgtr x � � Sag # prodtltt ModeL Number or Name Product Dwrl#Llon Contract Expiration Date Lq HVHZ Outside HVHZ cal t PM6SulY FInfed Qnge Frame IG/6G Single Hung 10/082023 No Yes Na +60/-60 2 9B5 SH Laminated Larrwrated 61ess .::, .._-, - _. ' - - - - - -. _. _ SHEET N0• PA 1.0 _6� 11a) (1) =: I Florida Department of Business & Professional Regulation P.D. 6 .19 Florida Dope rtment of Business& Professional Requ lotion 1 Page I orl Florida Department of Business & Professional Regulal:ion Pag.101 Flonde Deportment of Business & Professional Regulation page I of 2 V) —CD (D -6-0 0 -0 > Building Codes and Standards I IR5,2022 Building Codes and,51tandards JIU2021 Building Codesand Standards I &2021 Building Codes and Standards I 612021 = =3 - (2 2 -o Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = - W r—L 0 a) 1 C�L 0 L_ I �� I I �_ _ _ " _ -- ­­,­a;V � , ,,,, ,I, - Coe Entity* Data Date DatisFaincinci Dato 11 I I " W I � I ,_ I'll, --- ­_­ = CU -0 Q_ L Type Viamo Manufacture Contact Enalmoserilk License volioulatt! IS Validated Submitted FEIG Aloproval Approyeal star. Cod. - F.fit, _0 a-. 211 Date Poonfirrot FSC D& - Coda V.a_ lausnurnaccar- Entity or cg,gaa Ennintar-JILUg oat. Date Date Pending Sultuarriff6d we code TVM Vorsmn Nuorterla,hurerr Pita Dal a Date Pondina Conrad Erconear& Licarso Validated BV Validated Submitted FOC ArwovaO Me Apwav Status -P— a) . (3) Revision 2020 Th.r-,T. Corporation Steve J..p.r-. Lyndon F. Schmidt. RE Ry.m J. King.. P.E. 10107=1 0911 8=21 1 011 a'2021 12MW(121 Approved TYM Version Manufacturer Contact Snameerg Lloemae Validated eu, Validated Submitted Approval Apprmd status mm ... a Validated By FaCAM.-I Apenoved status Revsket 2020 M1 Wirdows Do- Brent Win A-d Bloom PE 1112MO20 11,Qa=20 Approved 0) 0 — U) -!- Category: Exterior D� (8DO) L143-7628 PF-4=0 (81 3) 767.65SS Affamnallon 2020 PGT Industries Jarra R.a-cki huhamt_ooda OCCO _L Ce :R Mh..1-D.do SCCO - VAL 11)0512DN 11105=20 1111 112020 App-od RenA,1. Z020 MI Wndows and Deals Brent Sitting" American Anda"umal Steven R Urich. PE 10MO12020 IGIOEV2020 10r1SM20 Approved and per ... Architectural Jr. Urloh. 1112212020 __ SubCatchgory.'evvingino Ectersor Door Amemblies ajosperwriothormid-oo Category: Wnftvs (04i) 486-0100 (7,56) 315-2590 Caregory: %odows (T1 7; 365-3300 M.rulacturars A,accialion (7i`r)37-8454 Category: Windows Subcategory: Fixed (717) 385-3300 Manufacturer. A.cclaf- (717) 3174454 bsitlinpar@arrivId... Com little tire M ethod: Evaluation Report from a m subcategory: single Hung Jroomkilgipgondustreso, on, Subcategory: Horizontal side Compliance Mollhod: CourtflearOn Mark Listing baft1ln9ar0_n­cvd.o- compliance irethmL Certification Mark m Listing (D -0 0 -0 PF orida Registered Architect or a Ucenwd Florida Engines, Complianans finatbod: Certificstion Mom ar Listing I I I I I I 11 I I I �'111 ­ or I � I __, I I 11 I I I I I I 11 I � "I � 1� � 11 I ­�­ I I L I I 1 'Ift 0* C) 0 . - ja ofessional r PJj�ys-pzDProdhd I I I I � I I I I I I 1, - I I I L I IL - I I I I I -11 I I -1 I,- - I - I I I I I I 11 � I — I ­ I I ... rurn"MA I 11 ''I I gigilucti 11, I I I J", , I I , �_ : - �, ; I I I I I ,, I I I I Fwsxto�Rr4wo".: I 1� -1 I I - I I _ -1 ,-­ I L I I 1, � = — L_ L— (D PL0064�Ri I 'I'll Products 11 I I I I I 11 I I I I I I I I I - - I 11 I - I I � I I I I I - L I I—: I I I I L I L I I � L : � - L' I Q,ob A­urana, A -ad for U, I - Anprn"Ofe,Us, I L - lonottat to,(- I I _­ L '. I r , I Quality Assurance I I - I Approvedfort.1se Approved for U. I I I.Daga Design . I L IL — 0galinrA-raing, AnnM�df6rUss 'L --- ---- - L 5 c3L = -2 3: OtialfivAssumnae Approvadf-Use AUlarcuadfor-Ust, Impact Deslam Sea 0 Produoi Model, Num a or Morris Product Desortalon Cormact Expiration Date In HVIIZ Outside KVHZ Resonant Pressure XIMA From Prwturt 0 ... Moslem, Contact E.,th'Agagda 1, HVKZ Otuti RM assistant Pmsw, talia"It Product Model, Number or Ham OU Product Dothorli contract Exalration Date It) HVKZ Ou ­1 r I = 0 Li- Sort # Product Model, Number or Name ProcluctDescAption Contract Expiration Date la HVHZ Outside HVHZ Resistant Pm-ra 2 SIASSEXI (Large Lftofl, Imp,d) . Viny! Single 4,ng Wind- 07M)2026 yoo Yes yao NIA 1 HIS 188 Pl. and More. I- 73.62 Irotteded Glass 021ISn024 No Yes No .5&-55 i iss PW 7S. 72 Insulated Glass OWS12(123 No M ii:!i 01-6 8 CD = - - co 4� — M 1 a Therma,Tru Fibe-r-Clossic and Smooth -Star Nominal ft#391,S iliquo,�Nron-lrrwol&quot Opaque 1 W112022 Composite Edge Filbarglass Si"gle, Dow No Yes N. NJA . �w� I=- 4- 0 M > (Inswng/Ouhwvng:Xowfigurafion) = U) 0 _0 2 b. Therma-Tru Frither-Classic and Smooth -Star Nominal 6089,,S Italuothlon-Impacl&cluct; Opaque 1213lt2= No Yes No NIA "a - CD LU . - E Composite Edge Fiberglass Single Door with 4 Z &-.= = . CL CD I—(V "O Sidefte(s) (InsvvinglOulevving; XO, DXnr OXO config.t.riw'.) CL L*, CM - - .1117) (1) -s-, CU C_ 3 c Thorma.Tru Flaer.02micand Smooth -Star Nominal 69939:8 &quo. Nord mpact8quot: Opaque 1213112M No yes No NIA -E t..) .0 cc rQ - .,o C Co _11�_a c- Filbargass Composite Edge Double Door vAth or < _.; Lo- :1`< a- �- = U) < vithoutSieWites(Ir-�MnglOtftwing:XX�O)OCO W C= .� t, 4= -0 . - 4 d. Theirral Filber-Chomi. and Smooth -Star configurations) Nominal 7&#391,0 SquothIcur-Impoicrigquot Opaque 1213112022 No Yes No NIA ,_ S*,J,1=_ �:! = - � W-- 4%4 _� Composite Edge Filbarg law Single Dow 5 a, Therma-Tru Fiber-Clamoo, and Snxxoth-Star (InsWinglOutsyAng; X configuration) Nominal 7&#S9,0 &quatNor-lmrmP1&quot Opaque 12/3112022 Composite Edge Filberg lam Single Door with No Yes No NIA a: .2 on bic CIP CL .= 9p .- 1. C- - - 1 Sidelice(s) (InsvonglOutsvving; XO. OX or OXO QJ c, 15 = witfigurattom) Florida Department & Professional Regulation Florida Department Business Professional Regulation 5 Q - %C t 0! 6 f. Therma-Tru Rber-Clawho and Smonth-Star Nominal 803:8�C &quothlon-1 mpad&quot; Opaque 1261t2022 Edge No Yes No NIA of8usiness P.D. I .ft of & P.D. i a I Florida Do L partment of Business & Professional Regulation '. 3D�064f 1 _ Composite Fiberglass Single Door Building Codes and Standards la=1 Building Codes and Sta nclards I `5=1 Building Codes and Standards go AD , 1.#21 (Irunving/Outorwing; X configulation) �a -� 40 co 7 g. Therma-Tm Filow-Cloul and Smooth-stior Nominal 8&#39;0 8,quot;Non-1mpac;t&quat; Opaque 1213112022 Comp.sb, Edge Filoarglisse Surgi. Dow,-ft No Yes No NIA Product Approval Application Detail Product Approval Application Detail L Product Approval Application Detail - -_ = = em ! Sidelftetall VnuoWngl/OutsWng;X0: OX a OX0 - C= .S , ___ . ­ 11 I I - I ,- . t 1� P_ 11 ' h- , L ` N_­ configurabons) 8 h. Tharmar-Tru Fiber -Classic and Smoctith-Star Nominal 8&M;O&quatNon­I.p.ct&quct Opaque 1213IM22 No Yes No NIA 1 Composite Edge Fibergloom Double Dow With or Wpout Socialites inswing/Ousming; XX or GXXO GPM Sol or 2" Oat oat, pandino 1. -- 2di *No. Cod. Entibt or PAR, Oat. catoNoding nda �;Uigfi Enfitv or Dal- Coda Cour Pending ,)at. -1 , L "I'll ., - L - Q 4 configurations) wo. Versim Manufacturer corad F­i­ & Liceres, Validated By VaLdated Sulanifted P80 Appm,al A,-v,,l at -ton" Y ... Join Marratufact Coro.ot lirtatn­& Lic,tarka. Validated By valleatind submitted FDC A -royal A-oy-d Atol 211:21 version Manufacturer Contact engineer 9 License Validated My Validated Submitted F13C Approyal A.Z. 494- ,_Mum 9 L Therma-Tru Fiber�Clacwic and $mcwh-Star Nominal S&#39:88quot:Nw-ImlaoaAquot, Glazed ­1213112022 No Yes No NIA Affirmation 2D20 PISTIndustriet Jarra f4.-.,kl hfimmWadhe 12CCO - C6R Miami -Dade ECCO . VAL IiJ05t=�3 11105),2020 1111112020 Appro*d R.,oiaion 2020 Mt Wro-s and Doors Brent stinger Luis R I-.., RE Steven K Urich. Pr= IOR01�020 IP1060020 10JIM020 1,P)IM020 Approved Affirmation 2020 PaTindushies J.ns Rw�,A! Mltoml-O.da SCCO � CER holaml,13ade ECCO � VAL 1 l,()tL2D20 iii0s)2(i 1111 Ing2o , "��pprovo,d Composite Edge Filloorglaes Single Door L Ctd.9o,y, Wind.w. I (Nl)486-0100 ,(786) 318-2590 Colusipry! Wind-. t717) 365-33M PSMI 4 (71-0317-8454 catagary: Wnd­ (941)4815-0101i �786) 315-259Q (InSWrg1bUtsWIn0;,X carifigUration) a.bc.bcg.,y! Frived irosopseskiliIpgfinduscrieso "Categrory, Mullions b5II1h91aoQ.IWd.o0nn SmbCataguFy: Mitilars, ftcowskItitiagnindustfielac 10 j. Therma-Tou Filbar-Claso4c and Strooth-Star Nominal &&#39;8 &cuotNw-Impaol8qua:� Glazed 1MIJ2022 Composite Edge Fiberglass Single Door vAth No Yes No NfA C-plaruat 111.1,hod! Cerfillealiwi aleork or Listing I am I I I I L I �', I I I corriplial Method., Eval�hoticn Report t- s, Florld. Rejutored Ardhied or � Licensed Flodds, Compliance Mathod! Carlifiestion Mark or dollng am - I I Sol (1n%Wngl?0u1svvmg; XO. OX or OXO PLAIZUAiA�Produat I I I , I , � I - I I ''I I I '11, I I Professional Engineer I" .R13 Product, I - I - - 11 k Thertma-Tru Fgher-Classio and Smooth -Stour configurabom) Nominal 6&#39:8 8quotNon-I mpact&quot; Glazed IM112022 No Y­ No NIA a..# - Product fill Number or Marne - ' QLalth, A.-ar., Actualsoulf-Mists 2201t4ftf. pa" in PrAuct thoserliction ' - Anarov,ciforlule, Outside HVH I moset 11,slcm Resistant Pressure suet SS&I-m - Products I - 11 I I C �1_ I ­ __ I � I - ­ I I _ I I ft" Proclutot Model Number or Moum "I Quality A-toorrigga A,,-d for Us, Autorenneelfrolus. Product D"atiodon Commit Expiration Date In HVHZ Outside KV Inroad Deal - Rourtmont Premium Z Composite Edge Fiberglass Double Dow ,,M or Without Sidelites (Insvolng/OularvAng; XKor OXXO 5 PVIL5520 fl-arn. Missile mpoct) Vnyt Foed Wnda, I YH-VHZ Yes Y_ NIA Qualfty Assurance Atimussoodslart.1- Aiscarevin! far LLU bower Dow- I Mullane forAll Dows an d VY] n doon, Numliturn Mufflons 05r24512026 Yes Yes Yes NIA ponfiguratlons) All" �OJN "" Model Number or 1112M Product Daseriptio carroset Execrate, Data In HV Outaid, KVHZ R,,I,t,,t Pro.a.r. 12 1. Therm-Tru Filber-ClassJo and Stroath-Star Nominal 7&#39;0 gquotNon-lmpacb%quot� Glazed 12131r2022 No Yes No NIA 2 varlivol Al-h- mulf'.. 12)30024 No Yes Y.s N/A Composite Edge FibaGI.-sngle Door �IrscvvinqtQutsvvingi X configuration) 13 m. Thormst-Tru F14-01­1c and Smooth-8tcr Nominal 7Wc39;O &quot;Non-lmpwcV1quot Glased 1213112022 Composite Edge Fiberglass Single Door .th Sk.lit (S) (Inswngloutonving; XO, OX or OXO No Yes No `41A nfig=...) 14 n. Themna.Tru Firair-Classche and Smooth-Shaur Nominal 89#39:0 &quothlon-I mipaidt,quctl Gazed 12,GIJ2022 No Yes No NtA Z Composite Edge Rberglass Single Dow OnavvingfOutswhagi X configuration) 15 o, Therrince-Trui Filber-Classio and SmDoth-Stair Nominal 8&039:O&quot;Non-Impacd5,qUol; Glazed 12J3112022 No Yes No NIA Composite Edge FiberglaosSingle Dwr*ft Sidelite(s) 0nlsMn9/Outs,Mng: XO, OX a OXO canfigunations) Rorlda Cepartment of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation page 2 12 Florida Departmerill of Business & Professional Regulation Flags 3 of4 18 p. Themna-Tru Flbuor-Classfl� and'Smooth-Stor Nominal B&#39;0 &quot,Non-I mpacrt&quot; Glazed 12151r2022 NO Yes No NIA Building Codes and Standards IAV2021 Building Codesond Standards 1002021 Buildi ng Codes and Standards '.3fil?2023 ComposIts Edge Fiberglass Double Door Wth or Wilhout Sidelites (I nawinglOutvving: )O� or OXXO . ProdUctApproval Application Detail Product Approval Application Detail Product Approval Appli"tion Detail I owfigurstions) W 17 q. Therma-Trut Filber-Chmsio and Smooth -Star Nominal 68#30:8 8quotNor-Impact8quot Opaque 12J3112022 No yes No NIA - - - - - - L - � .- . � � . . I., .1, Composite Edge Fiberglass Sing le Door Wth Transom (I nswi hg/Oubumng; = configuration) 18 I. Therma-Tru Fiber-Clasgio and Smestith-Star Nominal 69#39;8 &quottNon-I mpsoct&quot Opaque 1213112022 No Yes No NA I Entity or Dat. Data Code Pending Data CO& Entity 2111. owe Daft Pending Date Cc& Entity or Data Cat. Pardin, AM-. LW-1 U.�p..iWEdg�F,b"l.-Singl�D..r�Ath SA.Itteu(s) and T,.n..m (I -An , g�O.A.wing: OJXO. O/OX or O/OX0 configurations) . J.9112 TV_ Vers0on Revision 2020 Mannunactureor Jams Handle BuIldog Prcldti�t.. In. cooled r-mor a Liaisons, Validated Bv, valklated spaturattasud Chad Diacks V. Andrew Taft John Scuth.nd. P.E. 01/0512021 i2/14/2020 FSC A-,,W 01M42021 A,,-,d States ding FBC Apip� _Tk21 RW.1- V ... ton 2D20 Alold. Contast Eneda- A U­ Vaidared Btr Iftit Thompson Lyndm F. Schmid, P.E. Raw J. King; P.E. Valithot,di sudomittod FSC Ap,r,v,d 02J1512021 U2P15)202I 02=021 A,,-,d status 641=1 Approved T_ version Revision 2020 manufacturer- GAF Owned engine, & it- Validated Sv Validated submitted FVC A--) Mich as slioln Robert Namnan John W. Kneosvialt, PE 12hSrA22 12A7J2M 12)2012022 A,,-d Mat- 0210`71203 Aptor ... d 19 9. Therma-Tru Fber-Classic Land Smooth -Star Nominal 6&#30;8 &quc,tNonrmrpact&quat, Opaque 1213112022 No Yes No NIA Category: Panel Walls 0091 545-8359 PE-811682 (352) S67-2528 C.I.goty: Perot Wells �=) 922-2389 PG-43409 (313) 7137,13S56 Category: Raising l&00) 760-3411 PE-39160 (954) 772-8224 Composite Edge Fiberg lam Single Door vvith Subcategory: Siding, ch.dAI.,aka0Ja..hs,dI 8.1,cad.g.ry, soffits, nthomp-neal,id,cor, Subcategory: AsphatShIngles, -WhOpof.om Sidalibe(s) (I h-AnSlOu"agi XO, OX ar OXO . Compliance Method: Evaluation Report tom a a- Compliance clothes: evaluation Report from a Compliance Method: Evaluation ReportLfrom a MJ Continuous Head and Sill aorflguratbbrut� FICAdds,Registrued Ardhitest or 0 Licensed Florida FIW do R vgkia red Architect or a License d Ft ould a Flaulds 116lifist-dAr.hitod ar . Ll .... ed Florida 20 I. Tharma.Tru Filber-Classic and Smooth -Star Nomintal 88,039:0 &quot:Non-(mpaat&quot Opaque I 2J31/2022 No Yes No NIA Profiess(cruill Enginarvir Preffi..sh...1 lahonser Professional Enginsor C.Mposite Edge Fiberg law Single Door with I I I 11 � 1, - L I I , �L I I �, � 1- � 11 11 I I L I I I � I I I I - I I � I I � I I I I I I 11 I I I Sidellito(s) 11 nsWirg/Oubsovving XO, OX or OXO FWA342.rutiov�ad,rdta I � � ,_, , I " 7 1 ­ I I I I �, I , - I L I FL01112 L I I iZR5,'Frqd.aa I I I - -11 " I - I I I I I � I - � I I �, I "I I 1-1 I � I I 11 ­1 I I - Fl.maiu,ftu I I L 1, ,� I I I 11 11 - 1 I 21 .. Th.,mi-Tru Fiber-Chaw. and Sinractin.Shor Continuous Head and Sill wrifiguratkons) Nomma, 16=398 11quat.Non-Irrioactf,qual; Glazed 1213112022 No Yes No N)A 8000 Product Model, Number or Nam I QualfirvAssurance Ampayodfor-Us. Product Clocarkoft Contract Expiration Date In HVMZ Averovorl for use Owt" iLVHZ Imbact D.Slan Resistant Pressure 9-4 # _ _ 'L Plachuot N-*.., No- I ­ I I I I Quarto, Amursence I A,,,-d for Us, Aouraylulfarrij. 11 1 Wool 2ullha I I OaadltyAmuram Approved for Us. Approved for Use [mesa Dostan Cnmpmft Edge FiberglassSingle Docaw" Mod.1, P,.d.d 10-rotlon Contract E,coration Oat. In I4VNZ Out.ld. 14VHZ R-1.1bacht Prossur. §191 Product MO&L Number or Name Product Descrictlon Contract Exiolrallon Date ho HVHZ Outside KV Reastsoont Prosagi adalws) 0 nwAngtoutsw". XO. OX or OX0 I Camplark Lap Siding liths-emart lap siding 1213V2W Yes Yes N/A N/A 1 a. iquot.217&quot So* Vent or Said Vinyl Sonk 12r3l,2023 No yes No WA 1 GAF Asphalt Real Sh inglos car use in M non -HVI4Z Fibergew tainforcod 3-to lb, laminated. 5-lab and 12liGM25 No Yes NIA NJA I Continuous Head and Sill configurations) 2 Hwd,ePknk Lap Siding i1ber-carnart Imp aiding i2f:lmm Yes Yes NIA NA 2 h AxtuctAlanca T4&Auot: 6c"t Vent or Sold Vinyl Sofffit izaia023 No Yes No hUA Jonsdicti.s hiplindge asphalt shingles I 22 v� Themnst-Tru F be,r-ClasgiQ and Smooth -'tar Nominal 8&#$9: 0 &quont; Non-ImpactIlquot Glazed IM112022 No yes No N)A 3 a, &quat:Groonbrar Vintage Baddads.#39: Sailit Vent or Sold Vinyl Bank 12131f2023 No Yes NO N/A Composite Edge Fiberglass Single Door with 4 at ikquct;as&quoI; Soffit Vent or Sold Vinyl Sol 12,31=3 No Yes No MIA Sclelie(s) (I ns,MngfOut9Wrsgj; XO, OX a OXO 5 a- ilquot.'Chartur Oak&quot; soffit V-L.r Said VIrr0 Sant 12�31=3 No Yes No NIA 23 w, Therma-Tru Plber-Classlo and Smooth -Star Conflnuous Head and Sill configurations) Nominal 66030;8 &.quatNon-Impactl1quat; Opaque i 213112022 No Y.. NO NJA 6 f 8quot'$uperSpmn&quel,.. Saffit Vent- Build Vi"I'Serfit 12131t2t)2� No Yes No NIA Composite Edge Fibuorg hass Doc r Panc,15vvith Vented Sidisl We) (I rlsvAnWO.bsl XX XXX or XXXX figi,undions) 24 x Therma-Tru Pilow-Classic and Smooth -Star Nominal 6909, 0 litcuot, Non -I mpact8quot Opaqu a 1213IM22 No Yea NO N)A Cc mroosito Edge Fiberg lass, Door Panels with Vented Sidelite(s) (Inswng1Oubwvirvg; )CK )Mw)0= config.rati.r.) 25 y. Thamnal-Tru FibarZiommand Smooth -Star NOMin2l6&*89;8$guat:Non-impaot&quat: Glaazed IV3112M No Yes No NJA Composite Edge Fiblorgiass, Detuar PahalsvAth Vented Sidelite(s) (InsWngt0utsvvhg: )0<, XXXorX)= . Florida Department of Business & Professional Regulation Page 1 .ft Florida Department of Business & Professional Regulation No. 1 art Florida Department of Business & Professional Regulation P.A. I of I 26 z. Therma-Tru Fiber-Oamic and Stroarth-Star configurations) Nominal 8&039�0&quot;Non-Imoaot&cuot� Grozed 12J3V2022 No Yes No NJA Building Codes and Standards 1002021 Building Codes and Standards t62021 Building Codes and Standards 16=1 Composite Edge Fiberglass Door Paneswith Vented Sidelfte(s) lins'ning/Oubrovirig. XX, XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Data H configurations) - - . L 7--,- , �T ,Gg 'em, ps� I— , L . 27 zot. Therma-Tru Filbar�Clasaic and Smooth-Slar Nominal 6&#S9;S&quotNon-Impac*quot, Glazed 12r31/2= No Yes No WA QompousteEdge FibanglamEtingle DPorwth3&#39;0 adetiltu(s) 0 nsvvirwo�tsvvirg: XO. Ox a OXO - - 11 ........ � x LLLLLL � I L . - oonfigurations) Cod, Emihr or Dath, Dat. Data P.4 _DA! Cod. Entli Date Date Owe polterm Data Code Epw or 2M 9111. Data pitradino 292 2B z1b. Themnea-Tru FJb.r,Gl ... I. and Smooth-Slar Nominal 6&939;8 &quo(Nwr-Imrpact&quot Glazed 12t3lf2O22 No Yes No NIA Mail- Version Manufacturer Conrad En.i.e.4 ucipan, Validated W Validated SudJunittesil FaC A --,I A.M.- St-t- RAP V,r,,- klarruracturar C.htaot Endh,,& Lisauss, Validated Bv V,hd*LW ftbinift,al FBCA,,myW A,,-,d 11211111 TVP. Vorelon Manufacturer Contact Errohn- it, Ll-. Validated By Validated submitted FBC Approval Approvad at-t- Composite Edge Fiberglass Double Door \ft Revai.n 2020 TAMKO Building Products LLC Kam Ed. Robert Niarrun. John W. Kneasevieh, PE 1W4M20 09/2912020 10)IM020 IW15=20 ,App-.d R-tolon 2020 L.V. Thornisson. lnc, d1ba Thompson Architectural Tony Christman Zachary R. pleat Steven R Urich. PF 09M 7no2a MlGnD20 09=020 12/1512020 Approved R.,AoI.h 202a Florda Metal Products Inc. CliarkJorle, Jams L, Bucker. RE-Q Steven M, Union. PE D9,2712D20 09)25M20 1010412020 IVIG12020 Approved 30399 6idellass, (I nswingloutswrig; O)OCO I cadestery; R..#,g C 41 1I 024-81144 PE-59166 (954) Z72-5224 Metals Company cTAMCOI 41113)248-3466 PE-74021 (717) 317-8454 Category: RwAng t904)783-840 C RUCK Engineering M7� 317�8454 2B zQ, Thermo-Tru Fibor-Classic carol Smooth-5teir configuration) Nominal %09;0 aquo0on-ImpslcI&quot. Glazed 12*112022 No Yes No MA 1 Subcategory: Underlaymants ksnrt_.d.rgt-lh.x.nn Category: Rooting subcategory: RoolnQAccesitorleslith'ters an tory@go-1.1hrocting,com S.bC.taoc,y: R-fing Accossodo, that ar. an Int.grol Floating .1.,R@fl-.a- P2�311242 Composite Edge Fiberglass Single Door with 3MG,,D Sicicke(s) 0 nsyninglOutswing; XO, DIX or OXO Compliance Method: Evaluation Report forn R Florld. Reiglat-cl A,chitaot ars Uecrumd Florida Intagn.1 Part .fthe RaPfing System Pan .fth. System Complianou Mothod; Evaluation Report from a configuration.) Professional Engineer Compliance Method: Evaluation Report firm a Fladda RegIstarsdArchiblat­ Licen,,d Fords so zd. Therma-Tru Fiber -Classic and Smooth-Slar Norrunal 8030:0 &quotNon-I mpact&quok Glazed 12J3112022 No Yes No N/A - I I - � I I 1-1 I L Floada RoonsteredArchirtmtors Umnsed Florida Professional Engineer P,.f.ol..t lErgirser Comporsito Edge Fiberglass Double Dow with Fww"Sprodattba I I � I � I - 11 I ,- I L7 � ''I 1-11 I - 1_1 I FLIat-4"2 products 3=39:0 Sidelltes (I nswlng�Outovdng; OXXO - L I Assuranoto Aciewittictelfortloo Artaravoud for Uso Posted Irmlen, rmmit-141pfllijLftt., L _. - L' I 11 11 -1 I - - I 31 ze. Thenmul Fiber.Omsm and Sm-th-Star owlig6notlon) Nominal 7=9;0 &quotNw,ImpwoI&quat; Shaker 1213112022 No Yes No N/A S-9 Proclundir Ides1w. Number - t!a= Prod,et Dinscrialk, co=1hrodion 291, In HVKZ Outside HVHZ Resistant are ... na ,- I shealKor Assurance Approved for Use Approved for Use I - Impact Dolan gla knall Casaft Ambrar- Approved for use Approved for Use Prodirl catenation Carouser Ext,hattior, ", I,, HVHZ Qul.lds [mow Design It,ocktant Prossura Series Composite Edge Glazed Fiberglass Single I TAMKO Roof Unchm.yrnent. (HVI-2) R-ttmd.d.yraors for use In F SC HVHZ 06Mt2023 yes NO NIA VA 11111.1 Product M,ft. Number or Nam Product Dtoorkolocra Contrast Eautralks, 0,L. In HVHZ Outside HVHZ H.shostal Pressure 3 3- FLAMOO &qu.I:RV 1 0 Ridge Vent&quot. Auraltura Ridge Vent$ for pitched roato fabricated 12r3If2024 No yes No N)A Do., With or Wthout 1 &#39:2 Sid.ft(s) (Insvvin6lOutevving: 7, OX XO or QXO configured on a) 2 TAMKO Roof Undenatinnants (rI0N-HVHZ) lunad,tions. Rool.rdodoynnarts for use 1, I,sc ­-HVPZ 06W12M No Y. WA WA I TAMCC, F12K Top 011- Ndge, Vent with Butiffle lot Tic 26 Do. static mi'ventRodor with battle 0910912026 Yes Y" NIA N,A fr.. 0.025r pj..irUM jurisdalons. 2 3 TAMCO Goosonock Vent TAMCO Oft-Ridg. Roof Vent with Rofir. 26 ga, 0910912M 26 ga� static roafyomllator with integrated baft OMM026 No Yes Yes; Yes WA .0)-U�5 WA N/A 4 TAMCO Round Top Off -Ridge Vent,.vith Baffla for Us 26 go -static rool'yontflador with baffle ORM12026 Yes yes NIA NYA I Florida Department of Business and Professional Regulation Florida [)apartment of Business & Professional Regulation I P.P.1 of I 'wm2i Florida Department of Business & Professional Regulation P.S. i .0 Florida Deportment of Business & Professional Regulation Poll. I all Building Codes and Standards Bui Id! ng Codes and Stance rds IrR2021 Building Codes and Standards 3MI2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Delail Product Approval Application Detail Product Approval Application Detail U) - - .... � - 11 . 1. - 11 - I .. �, - 11-1 � ..... I I ..... � . ­� �, v,�N� " Col. 1122 Vorse. R.'iflbn 2020 Manufacturer Lurrnm.. entry Date M Ceausel Enalrear & Ucense Validated By Vollitated 8.1orrutted Katrina J.11.y Jarnet L. Buckner. P.G. Steven M, U'rluo. PE 11/23(202D 1112312020 20. Pending F13C hgaraval llal))2020 owe A-mysid aftatus ding FBC Appr, TVM RvAston Coda Version Manufacturer 2020 Behol Racing EntIty ,, cont-1 Engineer 9 U.-sa Validated By Anderoon Robin IAPMO Uniform Cianuotion Gary W. Walkar 2111 lat. Data Rcricirral Valldhaturd Submittal Fn mong"! 11J03V2D20 lilt)2t2020 PAir Awr­sd status 11M61200 Apipr�4 Code TV100 Version Re�isloh 2020 ftnufacturor Global Protection Products. LLC_ Entity or Date 20 Date Pendfirco CO"t Ifthatnovir&LIesims, vaildrit6d Sy wildomild submitted FBC,ApprgvW ran) POtinson Walter A. TER: Jr, RE John W, Kraiatervich, PE 09108,12020 09/08n021) ID;Di/2020 owe Approve status i2M51202C Approved (D FL#62S9-R31 code 9"_1Z patp. Date PAk Date Status Catica4y.- Rooting (501) S03-6163 PE-31242 (717)317-84$4 ablagory, pooling (60t388-60gl SeNaos LLC (205) 854-0160 cat.gmv: Shutters (954) 989-7545 PE-44167 (914� 772-6224 lySubCat .pq Version Manufacturer Contact Revision 2020 POLYGLASS USA Maury,Alpert, an_gIneer & Validated By Validated License John W 1 D12612020 Submitted Pendin , 1012212020 FBC AppLovqd Approved 1211512020 cal Roothrig Actressarift that are an Intogral-Plart4ftheRaefingsyster, Compliance Method: Evehi.tion fo.part from. kidloyalo-naccorn subc4t.g.iric Rcorfing Tiles Compli�moNothod:EvaluntimRapprtf�a Product E�aluadch Entity R-IonAncharmClhonalLoo to SubCotactuary! Storm Ponefs Compliance Method: Evalueflort Report them a t1m.rodnoorpsippent.co on , Category: Roofing S95423S1330SmaIperb@poIy9Iass_oonn Robert Nieminen Knezevich, PE AwXUAL Fl�idaRegigteredArchftect�aLkenftdRorida -1 I I I I Florida Rogid-clAlchiloct or. Licensed Florlds Prof,asookoal Engineer Subcategory: PE-59168 (954) 772-6224 11/0112020 Professional Engineer FLtM114"2I*uakrds � - � - Underlayments Compliance Method: Filorvivit-Rater.quot. � 11 1 1 1_1 I � ­­" 1� ,_ I 1, I I � I I I Quafittifissuralice Atiansend far US, , - 11 ADX,V,d far Use - "I I - I I � Impact Design Diego is Product Model. Nearbor or Nam Gamy- Shake, Vate, country gate, Sort ad English Otualft Assurance Produet Darsornotern Contract Expiration Plot Prairie - oat-, CO 12131,2020 AWMYA W Use Approved for Use Data in HVH Outsida, HVHZ No Yes br_ RIS110 R,,I,t,,t P.... WA MIA FIA111507"d Product Istlexhicl, Number Nam I I - - QhuolRtvAm­n,ca Apomy,dfacrij, Arocroved to, Us, Product Descratioll -1 lnuo.t psalm E Evaluation Report from $--# ".or rul Number or No,, Produce Doscdclion C-ma.t L,gjr,11ran Data J. HVHZ outc1d, HVHZ Resistant Fr- Thatch &am; Impact 2221 or Wails In HVHZ Om,ld,MVHZ Resistant pro'sur, a Florida Registered I D,�k-Airl DA-4 or TRI-BOR B.ok-Air DA-4 I- Profits, P.lypnopyl.n. Plastic, R.&Varvt 121IM025 No yas No -W.N.0-6 I T Soapy 600 - State. Shake tamp: Split Shake Fiat Profile - Stockton. CA 1221,2020 No Yes NIA NIA 1 20 Gage Galvanized Steel St- Pahal,tKVHZ Corrugated Galvanized Steel Storm Panels retained 1213W2023 Yes yes Y. WA -*--a Architect or a Licensed Mechancally,afteolneal to Plyv6od Deck. 1B 19 S...y $00 - State Shake 4�,ann,;Sloit Sholue Ssuo.y 700 - Shake Sisk. A.rnp� Split Sh.ka Flat P,ofil. - Ri.h., CA 1WIQ02D Foat Front. - Stockton CA 12131,2620 No Yes N. Yes NIA NIA NIA NA 2 24 Gage Galvanized Steel Stan) PuelsA,4HVHZ .­1 bir tro.1,. I. prove. h-l-the protacil.n. Corrugated Galvanized Steel Storm Panelstartatrued i2J3112023 N. 'Yes Yes MIA a) Florida Professional Engineer 1 20 27 Sawny700 - Broke, State &amp: Split Shake Talus Essam, i Baroalons Ft.[ Profile - Rich.' CA 12131(2020 High Prerfile - Katy, TX 1 ?J310020 No Yes No Yes NIA NIA NfA NIA or not by tracks, to provide hurricane protection. :3 (D 28 V111. I- Front. - K.ty. TX 1V31 =0 No Yes NIA NIA FL#625"31 Products C_ Qualpy Assurance- Approved for Use A pp-mylad f �ar U a , , Contract ElpWAgn In HVHZ Outside H IMPSef Rosittant Deal Pressure U) atq# Product Model, Nutmdoer or Name Produa Des,cripthar, Date I loolyglass Roof Underlayments Roofing underayments 1012112= No yes NIA 4NW-622.5 1 Polyglass Roof Uncleclayments (HVHZ) Polyglass, roof underayrin ents for Use in FBC12(23120M Yes No NIA NIA � M HVHZjurIsdlotI­rs. > 2 Polyglass Roof Underizyments (non-HVHZ) POlyglass roof Underlaynnents, for use In 1212312023 No Yes FBO non-HVHZ Jurisdictions. WA -NIAI-6225 CIO 0 Florida Department of Business& Professional Regulation page i of 1 Florida Department of Business & Professional Regulation No, i .ft Fiance Department of Business & Professional Regulation page 1 of 1 I 2 Polyglass, Roof Uncleftyments (HVHZ) Roof Uncledayments Poly� glass roof underlayments for use in FBO12123r2M Yes No HVHZ jurisdictions. yes N)A NIA N/A -NIAI-022.5 Building Codes and Standards lr25,2022 Building Codes and Standards ipffmi Building Codes and Standards irli' 2021 > L_ 0- Polyglass (non-HVKZ) Polyglass roof urderlaynnerts, for use In 12123r2O23 No FSC,rmn-HVHZ jurisdiddource. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL 1 Polyglasis; Roof Underlayments (HVHZ) Polyglass roe underlayments for use in FBC12f231= Yes No HVHZ jurisdictions, NIA N/A 0 < I'll - 11 . I "I'll I 1'�� , I � � 10' Is 1`0 1,� % 2 Polyglass Roof Underlayments (rion-HVHZ) Polyglass rW undedayments,for use in 1X2312023 No Yes NIA +NIAI-622.5 Cod. Entity 211ta Date Dals Pending �� 29111 __ 1. f4ft Entity or Aft oft icals, losundina � Cod. flutit! to part Dole 00taPandi Data 11`�,� FBCmln­HVHlZjurhzdhotians. Type Version Manufacturer - - . contact Englarear & ucamose Validated Validated submitted r FBCAppm"I Approved tLatlms T". Version Manuilacturm Contact fridniss, & License Validated B, V,Ile,t,d Submitted FEIC Amami 1291 Aimmoved a" mm V,nolon Manufacturer 91alluat 5olainucar & Uosunm Validated EW Validated oulbruitood FBC Approval � Approved status " _11�_J I Polyglass Roof Undcdayments (HVHZ) Polyglass, roof underoymentsfor use In F13=123)2023 Yes No NiA MA Fre�hsiwi 2020 All American Shutters and Glass MkislBarbierl Frank L. Ben nardo, RE Troy Bishop, P. E. 1012812020 1 Oil 512020 1 1 W2020 1211512020 Approved Revision 2D20 Alpine St-t LeMs ICC Evaluation Service, LLC William M. Ronan, PB 10,31020 I CV2�)202D 1 1)0&12020 lV0512021) Approvocl Rs,ia,.n 2020 Cornmarculd Concrete Producis,inc. R.o.AGilh. Samuel A. Gro.oltiorg John Hoy 12116t2l)ZO 12115fa2a 12r29,2020 ding FSC Apson 0 2 Polyglass Roof Underlaynnent, (rhon-HVI­14 HVHZ jurisdictions. Polygass roof underaym ants, for usein 12123= No Yes N/A -N)AI-622,5 CAtiagorY: Shutters subcategory: Stou" Panels (561)712-9882 PE-0046549 (954) 947.08M mikeb@al lamericanshufte Category: B.olumal Compare.t. subcategory: Truss Pates, (32117IC0377 (W,1661,1917 .l.ws@.IPirs1tw.a.m Category: Strodural Carripments, Ilubcategory-. Products Introdwaod as a Rasaltof (61 S) 059-3707 PE-34245 (552)"a-53il p­stga1.,@y.h_.c_ :3 FBG n.n-HVHZ juristfictiarts. Compliance Method; Evaluation Report froma Flwkl. Registered Anchtt-t.r. Licensed Florida T..-. Compliance Method., Eyed-tion R-P,vt forn a Product Evaluation Entity New-Feah-19gy ConVIlonce Method: Evaluation Report from li Professional Engineer rLontualgi! I Eggu I .to - - ­ I I I a Florida, R.91ster.dArchlbact or. Licensed Florida 0 FILM 1809-frai Products I - . I : '_­ I , 1. I I I 1-1 I - - I � I I Pn,fessnmil Eno— -11, I - � , , I I � I ',­ I I I � I 0gailthrAst-th.. ApproW for Us. Appravocif,11. Innipost 0-191, I 11 I I ­ � � I I I . I I I L- Sao # Product model, Mum bar or Name QualrorAssurartoo mand-f9rUse ApprovedforUs A V7 Product DescriptJori Contract Expiration Data _HZ Outside HVHZ Impact Gaston Resistant Pressu 9099 Por.d. ot Made. NumO r or Nam 1 TN MrOffidplha Higher Strength �H &-p: 8) PradUct loaaOrID90 coldract Expiration Meal C-neetor Plate 12/31/2024 oat# In HVPZ Outside HVFM Year Yes Real Possura N/A NIA f-WHI174-Rit I ­ I I � I I I � I I I I I I �� 1, I I 11 � Qoallv Assuran, Attraraviad far Uss AuurGvod for Us, I I I ermaral cosign n I 24ga G81vanIzedstael Storm Panels 24ga Galvanized Steel Storm Panels IM112022 Yes Yes Yes N/A 2 TW QGG/Alholno Hinge Plate Met.] Connector Plate 12131=4 yes Yes WA NIA Son # Prochuct: Model. Number or Name Prod.tD.9enelloth contract eXprallon core In HVHZ Outside HVH Resistant prouisure < 3 4 ITWBCG/Alpine Trulox M SCGIAlpina Wave Metal Connector Plate I 261024, Metal connector plate 12131,2024 yt,s yes Yes Yes NIA NIA NA NIA 1 Quality F"ecast or commander Control. Products Precast and Prestressed Concrete Untote 05125,2Q24 No Yes NIA NA a) U) -#--a M M 0 I <Florldia Department OF Business & Professional Regulation Building Codes and Standards PageZ.F2 W512923 Flords, Dope rhmant of Business & Professional Regu lotion Building Codes and Standards Page I of 1 6X4n= Florda Department of Business & Professional Regulation Building Codes and Standards Focal cfz 902w2u2i "O n Is— ProdUctApproVal Application Detail - Product Approval Application Detail Product Approval Application Detail 0 L_ M , . .1 I I - . Cod- Entrw 9 AS" Data Date Pending pate - - - - - �od I Lirtity or 21111 Date Data FoIndinn � . ohato 22ft lintilty or P& Date Date POrdna 1. I � Dal a L. W C TV" V-16D Istomrinseeturs, Contact R"41a ... A 1-loorrott Vanddhad By VaIld.tad . 4S.b.Iftod FIRCAPPioval Approved status M022 V..l., Manufacture- Contact Enalson&LIcance Validated Ity Validated Submitted Palo however Appravarl MW-- T".. Va.!. Marnaledium Contact Rndneer& Licems, Voidalsd Dy Validated Sularalfied Faciltowaval Acting status � C R.,Aslc. 2020 MIT.k In.. cell.gary: Structural Cornparrents rrin Waklan [CC: Cvulu Minh Sar,Aaa, LUC [CC r­u.fl- Se.loo. DIMM23 C952) 898-8635 LLC, 12i2042022 QV0312a23 Apprwed Revision 2020 Weyerhaeuser Gstbrg.ty_� Structural Components SubC,ategoury; Engineered Lumber Rob RAdvein [CC Evaluation S.M., LLC [an Lothrar, P, E, ON021202i 1011342020 (263) 824-647B (608)839-3288 R.h.l,Sald-4n@,,ay". 02J03r202l Approved Alfl-stoon 2020 Apno,AJumhnium, Inc, Category: Panel Wails Jose sWo Luis R. Loors. Steven M. VIM), PE f4011509m2oult PE-62514 (711r) 31 '"54 111111=0 IIAG�2020 1 V20/202a Approved < CD S.I,Cal.pao, Truss Pat- compliance Method; Evaluation Repon from a .-donernii-in (20!i) 599-9800 Comphatuts Method: Evaluation Report ftm a ­­ subcategory: Soffits Compliance Method: Evaluation Report torn .1ch..1-druarorogy.h. Z Product Evaluation Early Pmd.cI Evaluation Entity a �lafid. RegateredAn,hift.t.r. U-sedl Florida 0.autan __J I � I - I I . I � FLJM27-Ell . - I - -1 I - �,_­ - I � , � I I I - - --- - - - I I - I I Professional Engineer Z I cluait'A'surs, Approvadfarusa Aturroyal for Usa loccoot Dalkon , Queft Assurance firivina-d far U, Avorovocl for Use, lmmt Dwim; I`L#18644-R5�Pr.dg - : , I I I �� �- I - I I I - I I I I I I 11 I I � I � I I I I 11 I I < -a.- # product Model. Number or N- Froglucd Description Contract Expinsilm Dal, in HVHZ Outside H Resistant Pess.,re a.-# ProdugA Model. Number or M.- Produy(Capsyrotio Contract xicbraction Dole in oulsid. HVH Rwo(curd Promote I I I - � � QualftV I Assurance Approved for U I so Anoroved lot Us@ � ligninict Desan _J 1 M18AHa if ga. high strength truss Connector plate i 2r3l r2OZ4 yes Yes NIA NIA 1 Mksolkon LVL Perot- PSL Laminated Vehoor-Lumber 0313112023 No Parallel Strand Lumber WMJ2623 No Yes yes NIA NIA NIA N/A So- # Product Model. Number or Namp Product 0,,,,i,fl,n corrhoot F.oltalon Ma 11JAM Outside HVHZ Resistant promising 0- 2 S M168HS Mil la ga. super high strength truss connector plate i 2131 f2O24 16 12MQ024 Yes ye� yes yes NX NfA NIA NIA �� 'ThrintuorStrand LSL Laminated Strand Lumber 0/31"20Z3 No, yes , NJA N/A 1 .Alphp Alurnirsum Sold 6amp:VartedAluminumsoffill AlphaAlumlnum Solid Unna; Vented Alurninurt OTf3O,2023 No yes No N/A is gm truss ownsuff plot. 1213V2024 Yes Yes NFA NIA 4 TJ Rim Board Structural Compeare Lumber or Oriented Strand 0313112023 No yes N/A N/A CMU Ump; Wood Saint/ CMU gznnip: Wood ' SHEET NO, 4 M118HS 18 ga. high strongth truss connector plate 5 MT20HS 2a ga. high strength truss 4011hectat Plate 1V31,2024 Y. yes NIA MIA board Rim Board 5 Wayallnut a.s.r Rl. B ... d Orierted Strand Board Rim Board GInI12023 He Yes N/A 1,11A 6 TLIa. MT18 i 8 go. tu" cenrector plates; 1V3142024 yes Y_ NIA 1,11A 7 TL20, M720 20 g. ft.. connsot. rl.l� 1 W-1,2024 Y.. yes NIA WA I March 6, 2023 I PA 1.1 1 . P on Pcp.t eti Building Codes and Standards an48apz Building Codes and Standards enaxlzp Building Codes tmd Stendarr78 anDno2z Building Codes and StBUHlerda enornzz P O' `I Product ettu Approval Application } o Product royal Application atdit Approval �►pP - Application obi Product } Dalian Approval Appl Product n t %ePP�a I Application atai appl , >�n #a� ✓ _, ,. a -r€a :.d r . �.- .., , 'aY,.". ,.. n ,�"' "Sf .., e h,.,�_ ��,. �... �- dn .. _ . . .`� � .� a , v n . ,. mow. ✓. �, v r , _' .."'. K ,A' ., EnSly ar U�g D� pDb Panign0 Lfy0 r'ad■ E�pim bLg dra �. MbPandnn pY�v mod! 9r� ab Mb Mnden ggty fg� ED1Avar � ,per p■1r Pamee Wneidn Wea6etunr CCanuq End■aer6liana YalidNed er ibgdaYd 8� FBCADDrovte ApDravW 8taau TYg4 Weaion Yana6durae Cgub�t Eadnari Lteero■ WIIaWdity >raBd-aldfmilletl FDCAperoasl Aperewd a� Tl1� 16ra n Nanr60quae GMaet EndrNarLB, lioaro. Wiidr BubmltBM FBCApprovel ApPoned ;Ypy 7j�i WAISW Ilxmr6etunr GMad E�op Allpana. VaiWatad Br V0114111,11,11 5u6rNtlsD FBQAnprwd ADDrcwd S�,¢i Aflrmatkn ZIYA Rego CaForabpn Joe Haydd+9andl WlMoweM DDpr JemasLRuakrer, P_E-G Q7H4P202Q 07114Pl020 Q1YlQf7@0 Approved Aflfmatlat 2T.0 PapaGrporalbn JOD Meytlen 8andl 7MrgpwandOoor T.E. Lunn, PE, LLC Q7/14IZD2D fff71MZ@D D/t22C1Q20 ApprDmd Atamatlpn 2031 Pelt COrpOratMn Joe Hayden �ndl Wlndpw and Door James LBUdtper, P_E.Q QTYiei2020 O7l1MZQ30 Qil20fZr2Q AppmYpd AflrmaSpn 4@Q PCpa Carporadcn J00 Hayden Sandi WamM Sdhsarar 7.E. Lynn; PE, LLC 07nafZ020. D7114f307B 07l2ZfZ0pQ ApprpmW CsNplay. WlndOws Rpbinpon DtamU7adtUrerABgpolagpn C.BUCKEnglnsBdng. CegyDry:.:LVlnddws aabinaon- ManukloalrerAaepolaSan (581)8Z5.8488 CeteBaryr. Wlntldps Robinson ManUtaoeurerAaso0latlon CaUCk Enginaeraig Gaeyery. Wlndowe apbinadn PE+74135 (b8i)8Z5-0456 8ubgetp■ry::8ingle Hung (t111)B2'1�808p (561)Igt-8gi7 BubGlbgay:8lrgla Hung {bc1}8215888 BuaGWgehy. FlolE (sa1)St1 $gBB. 1681)�d1ABZ7 8ebf:.■tpby-Fixed (8c1}821-8088 CemPlianee Nerhed:.Cbrtlacatlon Mork or LisBng pepaprodugapproxal®pe GompiieDpe Netbfd::GrtlAOYIOn Ma%or LyBng Pepepr90UdePPrDYa1®P@ DOrnplbnp Nstkpd: GtdapetlOn MerkOr ustxlg peAaproduptDpproval(gPe Canppanas Mellepd: EratuaBon Report troma pepaprodudapproia6�e ila.tam I m h4@ na: OMn Hontll Itect araL need Florida lacom labaetl A+ph ke I -. 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Product[b■addipn Contre■eEreiralbn Gab. iri HYHE Oubide HVIIS I n PeMsuro 2 Slxles1DfZg High Partdrmance Bingk.Hung :VIrBd High PprturmenmSingb.HungTwin 08f2dl2p27 No Wes No +bM80 2 Peep iD 9arba 8lhgla Hung 7Mndpa `54'xgQ•VInXINprtlmpa0tSingle HUng Whielpw OTIQ8120z7 No Yap No +iSf47 2 Bence lgrZD Nnyl Qned Wndow ('ID8•u64') 8TN8i24Z2 Np yes No +28F28 1 1CSerbs Flange Fkwtl. 108edea Flonge WlntlOa p8P1572Qg1 Yee Yee hb NIA 4DmpmNe.(72 x88Yr1ry 8 PeNe 70 Serb■8ingle Hung UNndp■r yrxaB•:vp,yl Npn-IregeakSklgb Fimp lYYMOw 07fl812d22 NP Yee K +b0:3D 3 Serlsa;lQRO NnyI F•bmd Wirgpw (�'z64ry 0711&2DZ4 NO Ya9 Fb +8N-6 for N N cn (a �.■ U l[� O CL O O _` .� U ('D CU VJ O U O ._ O L L N O Q O '? •O U_ - O CU `0 > Z3 O O L_ r^ O }e Q (>� /m� .� Vi z > 0 O 0L L U _0 L_ 0L U) -'1-� m U m O Cl- wC 2 � Q Z� Z Q SHEET NO. PA 111112 Florida Department of Business & Professional Regulation Am■ 1.f: Rorida Daparantxlt of Business & Proiesskrnal Regulation Paa■1 d 1 Ronda Departrrtent of Business & Ploitssianal Regulation Pnpe 1 et i laorida Department of Business $Professional Regulati CU A;Ii 9 8db@iN2081rglb HufgNry191ngIeHUng WlndOw(A8'x�-1prS gef79Y.tR27 ND Yea ab +gSr.3gapmy�rerUs■ ADnrewe MunnJlpAalS �plNgg 9 8BHa81N2pWgf1FlwEd Wlntlpw(@l"x8D'}(17I78Y1C2A ND Y49hb+9Dr-5Q1D Sndes9Q72B alrgleHungYlradalrgle HUngWlntlOw (B6'%Bg-1f2� 08fiplg4g7NDYoeNd+88i3@11Sarl■57012Q8ingleHuryiYIryl BtgleHung Wlntlow (4B'z8c') pIBH712p27NO YeeN6 +3S4i5�g PretludNndal.NunherarNarro Pirodet6.■addlDnInXthl6ubid6P+aPnrsrhi12 8ada61MA 81rgb Hung Uryl9lrgb HungWlndew(38'x7T) 08l1Bf2@7NO Yeg NO +gBiBD1Peb70Perlaa8rgleHung Wntlow SB'xg0'Ylrryl NsrFenpent 8klgb Nurp WhdullNO Yee No i[d-tD 138w1■a1Qr1Q81rgbHungYeed 6kgbXunp Turn 4ompu$Ib ( Problem V It U N to U N O� .� Simpson Updated L Q O CL L C 0 Cif (� U "ate O -L L O _ _ E O .� Q L L (� y- � Y i `^ VJ a C C e+� N K G eo ]C d s= w m r. m W ^ 1 W z r� V _ cz 0 O L U O V��I( \V n I..L O w L Q W Z z Q J SHEET NO. PA 1.3 �T►i Strong -Tie 2020 FBC Approved Products ,2rsa/za2o t] 1�t � Simpson Strong -Tie 2t)2Q FBC Approved Products u dated 1zt3o2o20 P [] � Simpson Strong -Tie 2020 FBC Approved Products tJPaatad,2rJarao2o . r� Strong Simpson Stroh Tle 2020 FBC Approved Products upaatea,2r C_ Cn -ffi (D > MAW W&III-DAMCOUNTY FRODUCTCONTROLSECTIM PGT Induttries. lnr� PGT Wmtries, Inc. = 0 =3 CL PGTI udustrifshw� 0 0 11W5'S'%12d Rooln 1-09 I . NOTICE OF ACCEPTAINCT: EV NCZ SUBMITTED IDEI NOTICE 'DFACCEPTANC E: E VIDE NCE SUBMITTED (D -0 DEP-kRTVUq T GF FXGnATORY A" ECONONXIC- USOVRCIES AtER) Mww�,Fkm* 3317 5-2474 BIGARD A" r-(WF- AUMMUSTRATIOW ID rVMGlq T (786 F(7W1115,2599 NO -E,0FACCTP ICE.EX _NCESTUTBAnTTED TIC TAN -IDY W -6-0 U) ,)3LS-2-590 NOTICE, OF ACCEPTkN, CE (NTO-A) 1. Evidence submitted under pre0ousINOA D. QUALITY ASSURAINCE M - CU Cn A. DRAWINGS B, TESTS (continued) 1- Miami Dade Department of Regulatory and Economic Resources (RER)- a) L) 0 PGT1ndnftiesjAc. 1070 Techncdo� Drii-e. 1_ N � fanUfaCtUY&SLdie drawings and sectim. '? 5- Test report on. 1) Air Infiltraticn Test- per FBC, TAS 202-94 C= 0 North Venice, FL 342"NS (Snbm&ed under..VOA.Yo. 11-0107.0-4) 22) Unifonn Static Air hmsuxe Test, per FBC� TAS 202-94 E 3LITERIL-iL CERMCATIONINS 0 LL. SCOPE: 2- Drawing No. 3-M-5570.0- titled --Viqvl Sliding Glass DourNOAaW, sbeets 1 3) WaterResistance Test, per FBC, TAS 20244- 1 Notice of Acceptance'No. 1z"52814 isawd to Vision Ex=4mLiraited for their a Tbj3 NOA is being issued under the applicable rules and regulations,governin awaterials-Tbe _g the use of congtru&o, through 21 of 2 1. .preparedby wfwturer, dated 10)05,115, with wvision A dated 4) Impe Missile Impact Test perFBC. TAS 201-94 -Iilkite RW PN"C Exterior Extrusiows for Windows and Daors7. dated 08 113/15. 0 > 'n -0 E 0" dbcumeataficmsubniifted,hosbeenrevi,ewed-andaccepted�byN!Iianii-DadeCountyRER-aioducteoutEdsee,fionto GC05/17, 4gued and sealed by A. Lym Miller, P.E. 5) Cyclic Wind Presswe Loadingper FRC, TAS 203-94 expiring on 0930A9. 0 Cn C:) tim AW). 6)Foxed1w y Tea, per FIBC, TAS 202-94 2. Notice of Acceptance No. 16-020.08 issued to Vision Rvtrusioa Limited forth& 'T1 0) '0 M CU This NOA shall nGtbevand after the expiration date statedbelow- The Nfiami-Dade County Product Control Secian B. TESTS a1mg with nix.,ked, -up drawings and iftAzdlatlon dmigranr of vioy�l slidmggbss d oar, prepared CL 1000 Tan 202 and lighter Shades (Non-Whice) Rigid PVC"Exteuioy Extrusions fo n' 0 -0 — U) (In Nfi a = D ade County) andior the AEV (in areas o t her gh an Mian a D a d e Conn ty). re s e rve t h e ri gh t t o 'h a ve t h i SSM -20244, Static Air We Test, F 1 TtV, report an 1) Undonn per , BC, 'I AS byFenestrationTesting Lab- Inc.Te5t­Repod No-FTL 85 � dated 11-106115, signed and 549, Wmdorws and Door. ", dated 12t8/16.. expim g,on.11-29,al- product or mderial tested for qwiWy assurancepuToses. Ifthis product:or material fob to'lieffarii in the accepted 2) Large Missik Impad Test per FBC., TAS "1--94 se*d by Idalmis Oftega, P. E_ (lest report revised on 12/04Y15 and 0 1Yl 1116) 3. Notice of Acceptance No. 14-41529,15 issued to Vision F-vnisim Limited for their the m amx&dwer will incur ffie eqmse ofsuchtesting. and the AIUmay inimediatelyfey oke- no dify, 0 r 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6- Tes report on 1) Air Infiltration Tm. per FBC- TAS 202-94 -Brown Coated (Painted or Lamin 2 ated) N�Iilte Rigid PVC Exterior F-Viusio s a: 2 pend the, use of such product or material within theirjuris&ckoa. RER resery s the rikht to revoke this MIS �e along with marked -up drawings and installation diagram of ,myl sliding glass door, pepared 2) Unffbma Static Air Prmsure Test- per FBC. TAS 202-94 as CL.= dow Win -s and Doors dated 08113115. expiring on 093049. acceptance. if it -is determined byNfiami-Da Y odUCt Control Section that fids pmduct armateiial fails to & C_oUni P, - byFmes=tjbn Testing Lab, Inc_ Test Report No- FTL 8, 17, dated 12iU7.11 5- *ied and 3) Water Resistance Test- per FBC, TAS 202-94� -2.02 03 4- NoticeofAcceptanceNo-16-071 I iss;ued to ENERGIFenestration Solutions 0: Meet the requirementsof the applicabLe building code. This product isapprovedas describedhezein andhas bem designed to comply wiih *eEorida Build� C�ode, seawby1dahnis Ortega, P_E_ (rest report -revised ouO-7,115116 ande12*16) 4) Large Mis� Impact Test per FBC, TAS201-94 Inc- for thek "TAN -4040 and Lighter Shades (Non-Whit;�) Rigid PVC Exterior including, the M_& Veloc4 Hurricane 2xa-_ Test report an 1) Air Infiltiation Test, Per FBC_ TAS -V2-94 5) Cychc Wind Preswre Loading per FBC- TAS 203-94 Extrusions for W, indows. and Doors' dated 09115116- expiring on 02T4121. CD =.T ja ftscRnmon -series "45^57W,6770"VinylSliding G Door (Reinforred)wl W.0'9W&' 1'351�cWne;'s-L_Mj. 2) Unifbim, Stat ic -Air Pf essure Test FBC, TAS 202-104 per along with mwked-up drawings and installation diagram of tinyl sliding glass door- prepzed 5. Notice of Acceptance No- 16-0712.04 iswed to ENERGIFenestratim-Solutkms USA�, APIPROVAL DOCUNKNT. Drawing No.'.%M-5,;70A.RevR, fitted "Virly! Sliding Glass DoorNOA (L3AD"_ tbeft 3) Watf T Resistame Test per FBC, TAS 202-94- I I by Fenestration Testing Lab- Inc., Test Report No FTL 8.552, dated 12/04115- signed and ' Inc- for thew -'Bronze and Lighter Shades Of LC 1D Coated RigidPVC'Exterior . a. I (hw* 21 of 2 1, prepared by marbafacture(, dated 1 W05A 5 and last revised on 0210 1�2) I s4aed and sealed by 4) LaW 1*1issile Impact Test * FBC.'TAS'2 01-94 sealed by Idalmis Ortega, P. F_ (reStfeportfevisedonO115=6) Extrusions for Windows and Doore'dated 09115116, expiring on 04/16'20. 5) Cyclic Wind ft!ssum Loading per� FBC- TAS 203-94 I T 7, _St_ per FBC, TAS 202-94 eSt JqXnt� on 1) Unifo= Static Air 'sure Te 6. Notice of Acceptance No - 16-071,2.03 isswd to E—NERGI Fenestration. Sobtwifti U SA, P' A.Ly=101er, E., �beafjng the Mja�_Da& Cow1yFirodudC=trb1 Revision stampvvidithe-Nofice of 6) Forced Entq Tea per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS Inc. for their -White Rigid PVC Exterior Exttvsions for Windows and Doors- dated ArCePtaWenun*WandeVU_Aj0ndaie byth-_Mi=i_Da.& County Fro&ct Coattral -%cfion- -ftmkcT along withmaiked-V drawings and inst-affition diagram of vinyl sliding gjass, dom. pfepared 3) Cyclic Wind Ph-3swt Loading AS 203-94 per FBC. T 0:V1017, expiring on'02,4218118- iMissnx RATrqG. LarV and SmallMissile Impact Re4sta nt byFenestratiati Testing Lab- JUC TCStRepojt'N0_]F_TL 11jV6115, sigued and along with marked -up dmfiW and instaMion diagram of%in Wing glass door, prepared Yl 7- Test reports No(s). 10-002-792(A), 1 M6�M052 7, 535 753-09. MASTIVE-84, Limita I See table I (sheet 2) and table 2 (shmt ?) for applicable SGD unit size-, desigm presmires, reinftfeements tyTes, seated by I dalmis 0 rteg a� R E - (1'est report revised on 0 1 �044 6 and (Pi 11,120 16) by Fenestratim Test ing Lab- Inc. : Test REport No. FTL "_38 (samples A- I thru A-221), d atiid ASTMD 1929 and A S TUD-63 5. issued by EXOVA to Vision Fatnision for cellulmic glass types- aill riser (see tables B-1 & B-2,sheem 7-8) a -ad anchm1ayout sh" reqwreatents in I I diru 16. 3- Test fqxnt on 1) Air Infiltr ation Te.4-, per FBC, TAS 202-94 11 119AD, signed and sealed by Jorge A- Causo, P. E - (SubmiWd under NO-41NIo. 11- composite naterig 1 Rigid White ATC, Tan (Non-wtute) Rigid PVC andBromn coated (Painted orlaminated) white RVa PVC to be 2) Uniforin Static -Ak Pkssure Test, per FBC, TAS 20244 t .04 ve , )- (Vub n t Ned un der ArOA M& 11410704) labeledpff referearedNOX-sreq*ements. Water Resistance Test- per FBC, TAS 201-94 8 Test report on 1) Air Infiltratim Test, pff FBC_ TAS M2-054 8- Notice OfAC ceptance No- 14-0916. 11 issued to Xuraray America., Inc. for their 3- Egress operabledom mmt cmply with mm clear width or height per FBC requiremeirt as app&able. 4) Large Missik-Inipact Test per FBC. TAS 201-94 2) UnifMM Static Air Pressure Test, perr FBC, T'kS 202 _0 '4 "Sexan-Glast (Clear and NVIite) luterlayeC. e3q)iring on OPO4/18. Pocket walls under separateap1roval, to berevi-eivedby Building official T5) Cyclic Wind Pressure Loading pff F3C_ TAS 2-03-94 3) Water Resistance Test, per- FBC, TAS 2027-Al- 9- Notice efAcceTtance No. 1&111,7, Olissued to Kmaray Anwrica, Inc- f6r, their LABELING:Eachunit shalt bear -a pennaamt labelwith the niana&cturees, name or lop, stateand series aid 6) Forced Entry Test, p&FBC, TAS 202-94 4) Latge, Nfissik InVact Test per FBC, TAS 201-94 ­TrodfoM Ultrackar. Clear andCalor PVB Interlayers-_ expffmgon 0TV8,19. following stavmrat 'Ummi-Dade County Product Contral Appf oved", noted herein- AIM with nikked-up,draw-mgs'and mga&fim rtiagraniof,%rinyl Ading glass doorpq=6d 5) Cyclic W, _md Press= Loading per FBC,'TAS, 1 203-94 RL-N"EWAL of thn NOA sliall I be considered aftera, reneval lication has been filed and there hm beemna am 'by Fenestration Testing Lab, Inc:,,,"Fed Rrport No- FTL 915,47, dated I'2:,DV 15r Signed and 6) forced Entry Test., per FB-C, TAS 20-2-"� IF, S TATE I-M IN-f _S rhaage in the applk&le building c o de negathmly affectim -the performance ofdu!% product sealed byr ld2bxis Ortega, P. E. (Test " Yed on, 02/15JJ6) along withmadied-up, drawings and installation diagram of vinyl shdkig gL ass door, prepared I - Statement letter of confomance with FBC -5'kEditkn (2014) and FBC-01dilion Tmmr�.AmoNofthh NOA win ocew afterthetipwation date or if thete hasbeen a revisim ' or chaw in the 4- Test tepmt an 1).AirInfiltration IeA. per FBC. TEAS 202-N by Fenestra tion Testitig Lab, Inc Test Repoft N.o- FIL 63 3 7 f-sairples-A- I thin A -5)_ da ted (2017� issued hy manufacturff, dated 0&114117, signed & sealed by Lynn Miller, P�E_ uaterials, use. andlor nminifiketure- ofthe product or-process.IUsuse ofthis NOA asaneudmsememtofanyproduct, 72) Uniform Static Air- Pressure, Test. per FBC_ TAS 202-94 - by 'Vo. 11 17-106-10. signed and sealed Jor_ge A- Causo. P. E_ (Submined under X0.4 I 2- Statement letter of w financial interest, dated (W1 &17- iss by manufacturer, signed for Sales-'adverksing or any odwpuqx*es aball automate all�yterminate tkw NOA. Failure to comply-mth any 3) Water Resistance Test, per FBC. TAS 202-94 010709) & se2led by Lynn Millm PI-E. sectio n - of this NOA sbdlbe cause for terniftation and f emoial o-PNOA. 4) Luge Mssile Impne Test per FBC, TAS 201-94 3- LdIff of lab Conphance- , par t of the aboVe teSt reports. ADNTRIISEXIE-N-T I The NOAuumbei viecededby the wordslyftauu-Dade County- Florida a fo edbythe nd 11aw 5) C�clic -Wind Pressure Loading pu FBC, TAS 203-054 C. C.A.LCTILATIONS 4- REK Test Woposal No. 17-0387- dated 05/05117, s�ped by Ishaq Clmnda, P.E_ - expiration datemaytte displayed -in advertising liteisture.. If anypottionof the,NOA . is displayed, then it shall be 6) Forced Entry Test, per FBC, 14L$ 202-94 1 Anchor verification calcuhtionsl and.,struchual analysis, compl�* with FBC-2014, done in its entirety- along with marked-W drawings and installation diagraniof vinA, abding.glam d=_ Prepared preparedby PGT_ dated 12 2 M� last mnised on01111546- sighed�'and sealed byr Q OTEDER IN'SPECTION. A�copyiaf diisvatire NOA shall beprovided to the userby1he watrufactultrot its diitibitton and '�y Fem1ration Testmg,Lab, Inc., Test Report No�Fn &1548�, dated 12, 10445, signed and 1.45ard W� AnsonyT MUer,,,P-E.�StibythYedundor,'V 4NO.15-1210-64 L Notice- of Arceptance No. 15-121&Ot iswed -to PGT Industries, for theirSeries thall bei, available far n�mpection at lh-ejob site, atgme requst of the Buildiing OfWal. sealed bvIdalatis Ortegk P.E_ (rest report revised on:01M.0 and 0211146). I Ghz�ig complies WA ASTNIE-130OL09- '557412-770" X"inyl Sliding G[ass Door (Reinforced) -L-31J.'% ex on04/14,21-L -PUM9 This NOA r evises & renews NOA 9164429.05, and cmsists of thispagge I and evideme pages E- 1, E-2 E-3. E-4, E-5 & E-6 as well asapprov-9 document mentiozed abcm- Iskiaq L Chan&, P.E. Ishaq L Ckauda. RE. Ishaq.1 ChazAA, PE, The subautted doemnentation. was mrie%ed bylshaq I Clhands. PX. Product Control Unit Super -visor product cuntr-ol Unit Supervisor Product ControlUnit Snptrviiar NOA, INOA NO 1 2 1 -0 2 05.0 3 WMAHMA" Expir4fionDatet Apri114.2026 E*Arad,9BDate-. April 14,2026 ExpirafmaDato- April 14,1026 ExpirationDate-, April14,2026 App—Tal Rzte-Mirek 2.9, 2021 jkpproval Dote- 11arch 2s, 202 1 -Aworal Dmei Xtarcli A, 20! 1 Aqprova I Date. 11arch Z.A, 2021 page I E-2 -3 PGT Industries, Inc. C G1 Nilindows and Doors, Inc. PGT Industries, lue. OF ACCEPT-AME. EA-MF_N,CESU1BXfflTED NOTICE OF JkCCTPT.kN,-CE: EVMENCE SUBMITTED NOTICE OF- ACCEPTANCE: EVMENCIE SUBMITTED 2. E'videnreSubmhted under previous submittal E. MATERLALL CERTIFICATIONS (rontinue) 3. NewE-A'idence Submitted _5 Standnii complyingwith ASTM C51 9 lherm;tl Conduc, tj%* Quanex Part Super SMcer A. DRAAITqGS F 124 V -�assASTMD3985Du%­ IM 0-881, BTU',ia/.hr.-W--F., ASIM 9 , NrM ten P�� AS L E V A. DRAV INGS 1. Drawing No. AED-5570.0 RerBtitled 'Vinyl Sliding, Glass Door NOA sheets 2190 I-G., Durability -No Fog-Pasg. 1. Drawing No. INID-5-1570.0 Rev B. titled -Vinyl Sliding Glass DoxNOA sheds I I through 21 of 2 1, prepared by manufacturer, dated I 0_10Sil 5 and last, revised on tbrough- 21 of 21� prepared by nunufaeftm, dated IOVD5/15 and lasurrvised on 02/01,,*2 L 04,12f-20, Wed and sealed byA- Lynn Miller P-E. �6. Quanex Part Durase complying with ASTNI C51a Thennal 'Conductivity 2_22 BTLT-ini signed and sealed by A- Lynn �Mfllff, RE- ASTM F 1249 Vi'VIR-Pass. ASn4 D 1434 Argon Perme=6­Pass. ASIM1 Note This revision consistsrephamient of sam existing installation screw with flat head- B. TESTS 2189 I.G_ Durability -No Fog, ASTMI-E 546 De%, Point Deve1qxneat -20-F in 48 his. 1. Test reports ow 1) Air Infiltration -Test, per FBC, TAS 202-94 (Sub,;n#kd underNOAN&.15-0469.0). 2) Undbura StaftcAk Pressure Test, Loading per FBC_ TAS 20 2-94 IYL 7- Vision Extrusions- Ltd. Pzts complying with PVC-AAMA 303-13,LVohm1a Specification B'L TESTS 3) Water Resist.-twe Test, per FBC, TAS 202-94 for Rigid PolyvmN4 Clawde (PVC) Eva= Proffim for Vision, Extr� Ltd.-_'VrTX-1 by 1. _Konf­ 4) Large MissAe Impact Test per FBC._ TAS 201-94 AAMA Fenestration Exterior Pwfile Certification. Pmg-aim (Au.A)nftd mriderAM0.4 Na 1 S- C. CALCTLATIONS 5) qyclic Wind Piess-we 1"dingLIMr FBC. TKS 201-94 1_. None_ along with tna&ed-up &n-ings and waiMtton diagant of Aa FGT Industiks. Inc. 8- V ision ftttusimm L I d. P arts comp4ying with PVC -AAN9L 303 -13 repreuntativr- imAs listed below andtestedto qualify Dowsff 791 and Dowsil 983 silicones. fSubnriffed under NO.4 A76., 15-0 469.0�) prepared by Fenestration Testing Laboratory, Inc., Test Reports No_: 9- PVC-AAMA 303-13, Vohmtary Specification 'for Rigid Polyv�yl Chloride (PVC) E)derior D. QTTAL M,--.XSStTf UNL C E Fn-7897, PGT PW55�20 PVC FikedWindow (unit 6 in proposal), dated 0-0103114 Profiles for VLsm DxMisions- Ltd.;-VEX-1 by AAMA Feriestration Exter w Pioffie 1. Mmm-Dade Dqmtnient of Regulatory and Economic Resourm. (RER)- FTL-20-2107.1, PGT SGD780 AlumimimiSliding Glass Door (unit 7 in proposal) FTL-20- Certification Progran, 2107.2, PGT CA740 Alum. Outwing Casement Window (unit &in proposal) FTL-20- 10. Notice of Acceptance No- 19-12rr.14 ismied to Energi Fenestration -Solution, USA- Ine- for E. KITYRLAL CEXTIRC.1TIOTNTS. 2107.3, PGT PW76' 20A Ahuniumn Fbmd Window (unit 9 in proposal) and F-fL-20-2107.4. drir -Tan 3040 & light shade (non -white) While Rigid PVC ExleriorExtmsions for L Notice of Acceptance No. 19-0305.02 issmed toKuraray Xinerka, Inc. fortheir PGT PW7620A Alumiam Fixed Window (unk 10 in proposal) dated 07/131'220- all signed WindowsaudDoors".1 fforingonO21,604,12L "TrosifoW T-71track-ar, Clear, and Color P*%B Glass lnterlayers77, oqYirtg ou 07A)8,,124- and sealed by Idahmis Ortega, P_E_ 11. Notice of Acceptance No- 18-0121.02 issued to Energi Fenestration Solution, US�A_ Inc, for . 2- Notice of Acceptance -No. 17-0809.02 issued toKuraray Anterica, Inc. for their fficir-se mis ��Vhitt Rigid PVC Exterior ExtrUsions for Wlindowsitud-Doors77, expin Ag on "SentiTGlast (Clear and Mite) Gbss lnterlayers�", expiring on 071041273- > C. CALCULA-HONS 1. Anebor FBC 7tk Cr')r)8t, L 23 3- Notice ofAccepMce 'No. 184106.10 issued toVision Extrusions Limited fur their'Srolm 0 CL < verTication cakulahons and shuctural analysis.. coa* �- with Jon, USA, Ine. -fdr 12. Notice of Acceptance No..2"203.03 � is"suedta Energi Fenesh-atiou Solti-t 6D a",(Palnted. or Laminated) 111dte Rigid PVC Exterior Extimus foi - Windows Edition (2020), dated 04/22,20� prepared by manufacturer siped% and sealed'by their '-Bronze & light shade Cap coated White Rigid PVC Exurfar. Exn_ffsjfins� for and Doors" expiring on 09,30124 T Anthony Lym Miller, RE. Windav�s and Doors"_. expiring on 04,1164275. 4- Notice- of Ac ceptmce No. 18-1 106.11 issued to Vision Extrusions Limited fortheir series . . 0 :3 2- Glazing complies with.ASTIM11300-04,-0.42 and 46. "A7E 1 000 Tan L202 and lighter sbades:(Non-NNVO) Rigid CeRular PVC F-Alerior 0 D. QUALITY AS SUIL42NCE F. STATE-NIENTS Extrusions, for Window, s and Doors-_ expiring an 1129,21. 0 N Department of Regulatory and- Economic Resources (RER). 1. Statenunt letter of confomiance to FBC 711 Edition (2020), dated 0-4,2220. issued by L_ mnuftclim signed and sealed by,4,nthoqy Lynn MiUff P�E F. STATEAIENTS 0- E. MX ATERLAL CERTIF ICATION'S 2. Statemetit letter of no financial tafffest and of independent, issued b,y marnifacturer- dated L Staternent letter of conforniance to YBC 7d, Edidan, (2020), dated 01101i2l. issued by (3) L Notice of Acceptance No. 1"3051.02 isuted to Kuraray America, Inc. for th& 04,orl. M20. signed and sealed by. Anthany-Lynn. Mller, P.E. mataffacturff.. signed and sealed by Anthony Lm MAer, P_E_ C/) "TrosifoW Ultraclear, Cleaj�. and Color PN"B Glass lnterlayer�'-, vq�iing on 3. Ptivate Labeling Agreement document between PGT dated D330/15 and signed by all 2- Private Labeling Agreement dated 0310&P-1 between PGT Industries, Inc. and CGI co 07/OU-4- involved partie& Windows and Dom Ine., signed by Dean N1 Ruark, P-E., VP. Engineering, on behalf of Cn 2. Notice of Ameptance No. 17-0908.02 issued to,Kurarav AmeliCa"11C. for,their '-SenttT.GhV1 bothcompanies. < (Clear and UlAte) Glass Intorfavers"r qp�g on 07/104/21 G. OTHERS 3- Notice of Acceptance No. 118-110&10 issued to Vision, F-immkons Limited for their L This NOA revises N0A# 17-0420.06(PTrrwCGI) and updaTes.toFBC202#(7thE"ji1), G. OTHERS, 'St mmated) -iGr ExlrusioUs -own Coated (Painted or Lit 'Whkf ftid PVC EXtej expiring 04,2112 1 I-L 'Ihis,_ NOA revises & renews -N-O.A,# 20-0419.05 (PLA w/CG4 expiting 041140-6. for W indows and Doors�". u� on 09300N. RER Tm proposals ^L' 9-1155 dated 0 1110,20 approved by Isbaq L Chanda, RE, expiring Ile current associated PLA. CGI file #21 �01, expiring OV14�26. 4. Notice of Acceptance No. 1&1106.11 issued to Vision Extrusions Limited for their 0 4A 4421' 1 0 CIO series "VE 1000 Tan 202, and Lghter shades (Non -White) Rigid Cellular PVC L'41 h�k LU Exterior Extritsions for'"Tmdaws and Roors"', expiring�,Dfl 12,129t1l. ldmq L Chax&4 P.E. 7 < (D hlisq'I Chandat P1. Ishati 1. Ch-ands, P.E. Product Couird Uok Supeniaor Product Control Umft supwrkior Poodutt�Ooutrol'Uait Supervisor No, 21-vas-.a3 WCA."No, !1-0205.03 wo-A N70. :1-0:2,Gs"03 EvirotionDate,. APA114,21010 E%pirittion Dade. April 14,2026 EXpirSd*UDAti. App,ro1*1 Datel. -Xiarell 21-4,2021 App-roval Daote� Afarth _AnrovAl Datii Abnvk 25, 2021 E _5 E -4, E4 SHEET NO. March 6, 2023 PA 1.4 MIAMI.WDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (YL) MMM.miamidade-P Cast L -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 003-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 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. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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 andDrawing Na, LT4612, titled "Cast -Crete 4 ", 6" & 12 SCOPE: "Cast -Crete 4 ", 61, & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, tilled "Cast -Crete 4 6" & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables" sheets I through 3 qf 3, lost 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 of3, prepared by Craig Parrino, P. E, dated March 24, 2003, lost prepared, signed and sealed by Craig Parrino, P. E. on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS C. CALCULATIONS 4 Section (In Miami Dade County) and/ the AM (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 0811912014, pages 14.201 through 14,236, "It Cj this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Bamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, RE accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, L 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, 207pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). z 2 2 fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. Ay Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. =. E z Calculations or Cost -Crete Lintels, dated 05129103, 140pages, prepared by Craig E. MATERIAL CERTIFICATIONS M 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. I. Alone 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, L Quality System Manualfor Cast-Crele Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig PatTino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letterfrom 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifidng 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 4 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 13-0321.07 1. None. MISSIELE IMPACT RATING- Large and Small WAssile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS "Cast -Crete 4" 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by I. None. County logo. Craig Parrino, P. E., dated March 24, 2 003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS th change in e 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 C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory andEconomic Resources (REP). product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. Mone. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office> be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the jab site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. 'Me ;imyA. Makar, P.E., M.S. 1—,-Alelmy A. Makar, P.E., M.S. iL �Mefmy A. Makar, P. M.S. submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro(Tuct Control Section Supervisor Proruct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 MAMMAL* cou Expiration Date-, 09111/2023 Expiration Date: 09111/2023 Expiration Date- 0911112023 Expiration Date: 09111/2023 Approval Date. 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Approval Date: 08/20/2020 Pagel 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 offlegulatory 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. 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 I 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, RE, 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. 0ftelmy 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 (PER). E, MATERIAL CERTIFICATIONS 1. None. F. OTHER L 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 0611.1120, signed& sealed by Craig Parrino, P.E. vs_� d IR1� Cl' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date.- 09/11/2023 Approval Date: 08/2012020 E-5 O U) —CD > 0 (D W CL 0 0 co -0 4CD co cn 0 = 2-2 0- = 0 CU C.0 0 -+- CD LL_ +- 0 Co > D -0 Cn E0 Cl)0 Co�. Co CU .sue. .+0 = — 9 Cf) C)_ CD 0 L_ CDL Q) U) co n W z March 6, 2023 SHEET NO. PA 1.5 - /T1—L IE00111,11,111 C X TILLIT TESTING & ENGINEERING COMPANY PRODTIC E-U 2 2.2. MT R PORTS- Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203A,spereectitin 1626 of the Florida Building Code. Uniform static loads WAT..TRR A. TTLLTr .M., F.E. . .. . ..... ___ IY�mjiT,lconi 4!cLw YL� FL f.& L",,, N,, W061119 X4' as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09[l 8/1996, PRODUCT EVALUATION R9FOR—T #96-T30 dated 0912011996, all three signed and sealed by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/li]98 and # 2126 dated 10105/1190 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.011 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Larglaospada, RE, and Henry Hattern, P.E. DATII July 28,2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2000, PRODUCT CATEGORY: Shutters i signed and sealed by Frank Grate, RE. PRODUCT SUB-CATEGOIRY: Storm Panels 2-3-S-TIRLICTURAL EkM � I I, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as welt as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with MANUFACTURER: Ct. a I P 4600 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, Davie, Florlda33314 dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E. .1-PURPOSE OF EVALUATI N; 3. MISSILE -IMPACT RESISTANCE: This is a Product Evaluation Report Issued by Walter A, T11111t, Jr., P.E. (System Large missile impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. ID # I 9010) to the Global Protection Products, LLC, Rule Chapter No. 6111320-3, Method 10 of the Florida Department of Business and 4-!WND LOADSAMSTA - Professional Regulation. -M& 20 Gage GaIvanized Sleet Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel lengthshall be as indicated on sheets 8,10,14, 15, been verified for compliance In accordance With the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify, that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, I 1, at least equivalent to that required by the Code. 14, 15,17,18,19,20 26 and 20 of 26, of Product Evaluationt Document (P-E.D.), drawing No. 20-176. This Product Evaluation Report Shall be subject to review and revision In case of 5. INSTALLALT-ION, a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance With details indicated on I I EVIDENCE SUBMITTED, shoets'3 thru 7, 1 0 fhru 20, 23. 24 and ,26 of 26,, of Product Evaluation Document - 2.1. PRODUCT EVALUATI N DOC4NF_NJ_t1?_.�- (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 26 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07126/2020, This drawing Is an integral part � Is I A,JP? '"Ng O'k1011011011" Evaluation Report, 0"111 A%% �ktR A. rj4 Z r!4, N , ,� ...... � /2N ,N­Nkk;�, N;,T./Q/P'-'%W,, -0 �_� - - - � - V� 7, ' "' �P �& - ' C� � 41� '. . " V, ' \ ENIIR��'-%.�pv,s ` - ­111 - e,.,-, V � � 1_� I - ­ 4 I . — � " '01 -, ,�GENSe`,. . S 0:�V,,�' I _� . ' 4 ___� . '__ � -167 � '�� ' S - 7�7--:-'�>� ----�_-, , - " ? , k 44167 -. 1 . .- ,V I = , ,/ _� - , * 'dr ��; * :*= 1 _* - -_ , " *. -5 , 11 '-1�;-/','4,- * = � ,-, * . = ' Aoi , -0 ,�-v 3 - 1 / � �11. I-.-- __ : /' - / - ,q:t STATEE OF I , !R ... . 11 - C ,;i, ,� 1-01, , , - 1. , _ I'll, G_ I'll, ' " . - .,��. . .,�Zup,[DN, -% ri� 1. .. � - - I'll .;$!�� 6355 N.W. 36th Street, Suite 305, Miarn� FloftEla 13M - Phone: I , 30-5)871-1530-- .. i­ - �Qllphaiqwltl _/ .--'.O� - . .� .� I ..". ., RV �.. we., .., I 11 I .... I I .10 "I'll . , . 4 .4444 .. GENEM- R3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUKOD OR WOOD BOARDS BE FOUND 00 THE ORA_fl*_W_4W M" EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SWIN PANELS. I STORM PANEL SHO" 04 THIS PROPUCT EVALUATION DOCUMENT (PED) HAS BEEN VEROIED FOR COMMAANCE, 104 ANCHORACE $HAIA BE AS MENTIONED IN IEI I AND 10 S�a ACCORDANCE WITH THE "20 (IM EDITION) OF THE nrORIDA BUILDING CODE. '2� - (C-' P!W M.I'.-' �.UFACW ..� AS I �111 .it�_ . 1. DES" WTID LOADS $KILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE #t4-10 PANIELVATE FEMALE TO AND PANEILMATIF PLUS FOR A WIND SPEED AS REWRED By THE 4URSANCTION WHERE TOM SHUTTERS AIM BE INSTALLED *4 - ANCHORS- AS MAILIVAMR0 W ELCU CONSTRUCTION PRODUCTS FOR A DIRECTIONAUTV FACTOR Kd.0.9b, USING ASCIF 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A -SO) - 1/4-0 LAG SCREWS PER NO.$. DESWN PRESSURE RATINGS 000"10I ON SHEETS 7 THRU 12. 14, 15, 18, 79 IN 20� - 7/ie* I 51V WOOD OWING. AS DISTRYBUTED BY Ad PON't SCREW, BOLT & SPECIALTY W. IN "DER TO VMrY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OETERVINCID PER ASCE 7-16 C I) MIM U4,11ARLADIED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL 13E I 1/21- AND 2- FDA ELCO PANIM"TE PLUS, SHALL W_ FIRST RM)CED TO ALSO. DESIGN NNO LOADS BY MULMYW THEM BY 0A IN ORDER TO ANOMPANELAtMt FEMALE fM COMPARE DIM W/ MAX (&So) DESIGN PRESSURE RATINGS ININCATED ON SHEETS I TNAU 12, 14, 154 le� 19 & 20, IN ORDER -TO VERIFY THAT, ANCHORS- ON THIS P E O. AS TESTED WORE kDT UVER STRESSED. A 3�U INLREASt IN ALLOWABLE C 4 WNIWUM THREADED PD&-MATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE I 1/2-- NO THREADED PENETRATION INTO STUCCO SN&L, BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. STRESS FOR W04D LOAM WAS NOT USED IN THEIR MALMS FASTENERS SWING 10 WOOD RAS BEEN DETERMINED IN ACCORDANCE WIM ND.S. 2018. C 3) MINIMUM EDGE DISTAKE Of LAG SCREWS, INTO WOOD %KIL BE AS INDICATED IN 1141$ DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND OtSIStAKE RAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C-4) MINIMUM P THC ABOVE MENTIONED CODE AS PER HURRICANE "INEMNO & TESTING INC RU'lAITS 94-5ft 46-I.P0 & 96-TTO AND , CNIETRATTON OF WOOD BUSMING SHALL BE !il$r- 1/4' 0-20 SCREWS USED SHALL OF 1 112' LONG, MINIMUM FENESTRATION TESTING LAS 04C�, RDPORTS 12042 & #2126 . AS PROTOCOLS TAS-201, 7AS-202 AM TAS-203 SHOULD TWCCO MST, AND I' MINIMUM FOR WALLS WITH NO STU= AS WELL AS AMERICAN TEST LAS Or SOUTH FLORIDA REPORT 00219-01-09, AS PER TAS 201. TAS 202 AND TAS 7W STANDARDS. C5) IN CASE THAT Pfr.CASI STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE F04)ND ON THE EXISTIK WALL ANCHORS SHALL K LORC ENOUGH TO REACH THE MAIN STRUCTURE BoHNO SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 AILOY AND TEMPER (UNLESS OTHERWISE NOTED). Sit SKM 2 ANCHORAGE ShkU. BE AS MENTIONED IN CA) � C.2� It CA) 3 ALL "tNVIM STIM METAL USED AT CLOISIRM SHALL HAVE 1%0&-H`I4 ALLOY. (0) ANCHORS SHALL BE *51ALLM POLUUMNO ALL OF THE RECOMMENDATIONS AND SPEOIFPCAT*RS OF THE ANCHOWS MANUFACTURER. 4 ALL STEEL SHEET METAL PANELS SHALL HAvE STRUCTURAL QUALITY STEEL. ASTM A-SSZk GRADE .50 W�WUAU ­6Q a PANELS MAY ALSG Eir INSTALLED HORROMEALLI FOLLOWING IWALIA10% DETAILS SHOWN ON SECTION 3 THIRWO. to (SHEETS 4 (>IVAMED STEEL DESIGNATION W/F­ 58 5 ke, (AFTER ROLLED). amouuti 6) EXCEPT THAT W_-W,40&iJ SHALL Not BE USED. 5� ALL SM*S TO BE ,STAINLESS $MEL 304 OR 316 MST SERIES OR CONAMON RESLIPANT COATED CAROON MEL AS PER UN 50018 W/ 5D W YIELD W�FNOPI ASO 90 TIM TENSILE StPE%IGTH & SIML COMPLY W/ FLORIDA "LO,bG wl,E 9 IT Swil BE THE ,RESPONSIBILITY Or THE CONTRACTOR 10 FT "DURONESS, OF THE STRUCTURF WHERE SHUC`M IS TO BE 4! SECT" 2.1"3,��,T ATFADW14ED'M INSURE PROPER ANCHORAGE THIS S14MER OrX H-E ATTACHED TO CONCPATE� BLOCK OR WOOD FF%kE VARL CS 6 BOLTS TO BE IISIM A-3W GALVANIZED StELL. OR Ar.1 .304 SERIES STAINLESS "EEL, WITH .45 I., MINIMUM Y!ELD STFIERM. 10. EACM REGULAR STORM PANEL WTV LENSTHS OVER V-9 THROUGH 12'�'. AS PER SECTIONS C f. 9 & 10 ANC ALTERNATIVES 6W, I ANCHORS TO WALL SHALL BE AS VOLLOWS- 9W At 1 OW ON SKEEIS Z. 5 & 12 RESPECTIVELY: 54ALI HAVE A � TOM AND READILY VISIBLE MARKING INSTRUCTING OWNER OR MRANT, TO SEMME PANELS WITH APKCAME REINFORCEMENT DURING PERIODS OF "tAIRiCANE WARIANC (A) M_WnW1.PM&%uW_i0= 11 THE +NStALLATIQN GUNTRATIOR IS 70 SEAL/CAULK ALL SRUT,TUIT COMPONENT EDGES WWCH REMAIN IN CORTINAOUS CONTACT MYO - 1/'�*# TAPCON ANMIORS AS MANkDoCTUREO BY I-TW BUILOaf, 09, (Mi", 1'_��197 P..i,) THE OULOING TO PREVENT WWD/RkW INTRU54045 - I/4 4 . 7/8' tAEK�M ANCHOR., AS MANOFACIVRET, ITT DOWILT INC, (MIM I'"ODU TF.".) - 1/4�. SOIAT-SV ANCHORS, AS 015TRIOUTO BY ALL POW SCREW, SOLT & SPECIALTY 00, 12 STORM PANEL INSTALLATION SHAUA COMPLY WITH SPECS INDICATED I THIS DRAWM PLUS ANY BUILDING AND IONNC REGULATIONS t��1/4* (mi.. -3000 p..L) �RV�MD BY THE .W'SD"ON WHETIE PERMIT IS APPLIED TO - 114-10 PANELMATE FEMALE 0 & PANELMNTE FLU% ANCHORS. AS MANUFACTURED Ft ELCO CONSTPLCTIC-N PROPum (WN t, -&M P�.`) 13 W THIS PROOUC-1 EVALUATION DOCUMENT IRE D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRMUE THFORMATOR ' TAP FOR A SITE SPECM PROFECT, I ., WHERE TK WE CONDITIONS DEVIATE TRW THE P CO, - 1/4,0 Cr -CAP ANCHORS, AS MANUFACTURED BY iRU-FW CORPORATION W-3600 p,&,I.) A, 1) MINIMUM EMOMMOO OF lAPOGN ANCHORS INTO POURM CONCRETE SHALL BE I V*': 2' FOR PANELMATE TEMALIE (U) CONTRACTOR 1-0 BE RESPONV61tr FOR THE SELECTION, PURCHASE AND INSTALLATION PICTAXANC LIFE SAFIFFY OF THIS PRODUCT EASED ON THIS P.Ext, FROVIKO Ht'?SHE 00.15 Not OEMIT MOM THE CONDITIONS DETAKEP ON THIS DOCUMENT 10 AND PAREMALTE PLUS AND 1 4/4- FOR CF TAP -GRIP ANCHORS CON7,TRUCTOIN SAFETY AT SIT. IS THE COWACTUR'S RESPONOWITY A .2) CAUK-IN & SOLO-SEI ANCHORS SHALL HE EMKODET, 7/8' INTO THE POURED CONCRETE NO EMBEDMENT WIXT it) THIS PRODUCT EVALUATION DOCUMENT WTU, BE CONSIOLRED INVALID IF WOMPTEI). SIUOCO SHALL BE PERIAT110. 1/4' 0-20 SCRM USED SRAUL a 1 1/2. LONC MiNisitim WmLb Smco ETTEY. No I* MINIMUM FOR WALLS WITH NO MMQ- ARID MAY BE HEADED SrfIEWS OR ALI PHREAND SCREWS W/O FTW, (d) SM SPECIFIC' PROJECTS SITALI, BE PREPARED BY A FLUROIA REGISTERED ENGINEER OR ARCMECT WINCH WIU BECOME THE BUT WITH WING NUTS, CHOKER Or RECORD I'E"' MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER �.it), &6_96ii USE OF IRE OF RIECOAD, ACTING AS A OUCOATED ENGINEER TO THEE & I) IN CASE THAT PRECAST STONF_ PRECAST CONCRETE PANFLS,_ PAVERS, STUCCO OR WOW e0mos K FOUND ON THE P1.0, ENGNEER, S1011. SUBMIT TO THIS LArFVR T14E SITE SPECIFIC DRAWINGS M,R REVIEW E)(ISPIW. WALL DR FLOOR . 44CROAS SIdALL BE 0NG ENOUGH -10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHMA BE AS ME14TIONED IN AA) AND IN &2). (0) THIS P.E.D� SHALL BEAR TIRE DATE AND ORIGINAL $TAL AM SIGNAIURE OF THE PROFESSIONAL ENGINUIT "F RECORD TRM PREPARED IT (a) LO-UrADWISACELI",QDI-VU-AiUL-Q.-29I 14- 94MO MANKMAMAER'S LABEL SHALL RE LOC90 ON A REAVILV VISIBLE LOCATON AT STORM - I It 1APOON ANCHORS AS MARUFACIURED 0 I. I W BUILD", INC. PANEL SHUTTER IN ACCORDAIAICE WITH SECTION IT`W.9L3 OF fLOANLA BUILDIMC Coot, IW,E LABEL i;40 - ' 0 � 7/1)' CALk-IN ANCIiM, AS NANUFACIVAED At DEMALT INC� (WIN V-1 5DO p.a � ) %HAU, BE PLACED M IEVMY` CIPDFING� LWOW, TO COMPLY *ITH SECTION $ 70,S1 OF THE - 1/4'0 X 3/4* SOUD-SET ANCHORS, AS ONSITIOUTED By ALL POW. %�AEW, BOLT & SPECIALTY CO FLORIDA BUILDING CODE (MN, V-18DO P,.j.) - 1114-10 PANELAAFE FEM&E 0 AND PANELMATE PLUS ANC40FIS. AS MANVFACIURED BY ELCO CONSTRUCTION � � PRODUCTS (MIN, ?'­2071 P bA) .X01! 1110101#j % 4 - 1/4' 0 OF TAP-GRP ANCHORS, AS MANUFACTURED IV TRO-MiT CORPORATION XI�A A' (/,.-., EIR � 0'!��;_,�� ..!�!40;*,. . I &I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELQAYES ." OF TAP-GRP ANCHOR, 01" THE -.40 . .. , ��. I "*' FLORIDA BUILDING CODE (ligh valocitl Hurricant Zont) , BLOCK UNIT SIALL BE I t/4, _$ . ` ' 1� � "LTEM ft 20 GAGE GALVAN = .*. = NO- 4 167 ___ W_ - 9,2) MK-tN AT SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONG"M BLOM V017 NC�O . E �_ \ - EM I V INTO " F_ SUCOO .SHALL BE PERMOTIM, !/4 #-';AD SCREWS USED SHALL BE I t/2- LONG MINIMUM CO , _ �, GLOBAL PROTECTION PRODUCTS. " .2�� SA'.. - "" am, VAIS7, ANO I MINIMUM FOR WALLS WIN 1.40 MCCO. TA S .: - / 11105 C 0 trit � _ __�� , OF MKI, &* 51 V.w *7___ � � F. MI. 1� i�>'% T 11 P lawK , _.-W-0m. P40W ("4)1III9­7_34& FAX (O�Ot§1­157117 �, ., , .. 20-176 -,,:,� . 4 0 .� _ R 01 , Fl..y AIII _�_ � __ 1) .-,w - , - - , - - ,ff amioona_ _",�,,','2A,�P,,,f"EAA—­ ,A_00WIR I I I I I I a9m - I ILE � - � I . - - - I - - I I I kJR-M LEYALUALUONREL*MNO, 21LO729.01 3 6. MATERIAL CHARACTERIST= AND SPECIFICATION; Shall be strictly in accordance with General, Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document ,(P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. ITATIONS AND CONDMONS OF USIE. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thrut 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 prepared by 7`11teact, Inc. and signed and sealed by Walter A. TdIft, Jr, RE, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as - defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block,and L � wood frannist structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc, (Florida CA-0006719), , YVAnL D1 TILTECO ADNION RKORDS k P. E� REPORT-10 k GLOBAL PIRCITEcTION PRODUCTS, LLC I 20 GAGS GALVANIZED STEEL STOWPANELk DRWG*M-r76%REPOkT920­OM.0`1 X /T_110 I C-00 w4c_ \ TILLIT TESTING & ENGINEERING I ;iki,'��iCA.-�f,fii,'�-M,-I'��E-' 11­1 tilroo0cmWI.Coln MRODUCT EVALLIA110N REPORT PLIT? 7111-"Nb 4167 t1,C.A.LIM.'4.-31306?I9 RIEPORTNO.� 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: I Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE, GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtecUon PrQdurtLJJ& 4800 S.W., 51 Street Davie, Ficrida 33314 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No. 61620-3, Method 1D of the Florida Department of Business and Professional Regulation, This product Is beinq issued an Evaluation Report as described herein, and has been verified for com- pliance 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 VIDENCE SUBMITT M. PRODUCT EVALUATION DOCUMENT (P.E.Pp Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", , , sheets 1 thtu 18 of 18 prepared by Tilieco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E,*, dated 07/2712020. This drawing is an intep*gt Y' ,I. , Evaluation Report. I,\,. , J,g, I", �t _k , ­.:.,�QAI - 44167 1 1� * .: * I cL1­ I, - ;��, ,,,- 6-355 N.W. .16th Street, Suite 105, hfluni. Florida 33166 - Phone: (305) 871 f'*l bbh- ,,01-1531 COMPONENTS EQR REG (SCALE 1/2-I-) _- - ­1 ­­­ ­___--_____­__'__­___,_____ ,l5,IV61nCTEAL*1OTR)­-- - ­ ­ ­­ ------- - -­ ---,- ­­- ­-, ,-,,,---,-,,--- ­_,-­_,4SAQr (TOTAL W=4)- ____ - __ - � -I __ - ", � �_- __--_­_-----­­-i2.aW (EFFECTIVEW1011i)- -- ­­ ­­---------1 i � 71 I I ------- ------ -6 Ile -­ ------ � I 1 �_____,_.__6.2W1___ ----------- II 1 . I , , ! --l-3po- -, 1 3�a- - ,3,.- , �,N_=. . z ; 1,5DO . '�­ I I I �- I I - I I � , i / __I -_ r, -.-,A , I I 1� I � , �, I � 'N " _-ISO _ I (TOW UK TRICK ,-Imo . . I ---- T ry ,�_� SKYANIZED Stm. I , Ir 1� "' 111�11� I' - - - 6�_ - � ", ""`��o , I � � , " lw�, I - - � � , � � k , � �_ ASIV A-03 HEMMED f , - - �O. I �� iA -----.t , _' I I , I - I , - - F .... i � _f - - 2-7 , , '\'i5� L GRAaM_b506aWkPV __ I . /'I, , I * 2107- /::.--V.�A;.-E.D.1-n_n /' I ' , - . EDGE I ' - , \1 AM A-653 'III, 2L , I Z. , 2�0,�, � , HEMMED TYP \ WAR. �T , HDAVED, TYP. � � , GIMPIE 50 MMIAW MAIL �_T - ED t� \ \ - EDGE "" G-00 GALM EDGE I � I r IL A � � 48Z I -LKTAJL A ,� i 45.6 -u--7!�_ /4�)l 1 \, [ 1.1 _ _ _ _ __� 11 . � - ­11 -1) _1­11­11 ... I __ I I � - - - - ­ � � -.---. ------ ,./ ,3 �.. . I �_ ,,3' - 1 , , � _____ _ ___._62,____ __ , 1�350' T =RM-EM111 0 END STORM PANEL f:�-�-2,187-_ �, I - ,, ­- " " ",��_ i", I i _______._,___ -1 � I - 11 2,107-- 11 11 ,� ,_ .�",_ f,_2W -1 --m PAWLS 4�p UP - � f - 1W - 11/41�,2.0 ig .12E _ I 1% I i2f . sows � 1 ISO-- - W/ *MMD EWE.. --_ `�_, -, I � - -,,� R, a TIED, ,too' i_. --I I . � j- . 1,21 . - is sm RATED r.S. STUD � - - ; - -e I I I :ETM , 1 - . , __1 ,- I i "_ I 1*�l L I - - __ I � I , WX - i � .- ___1 � iz i/7- OTC I I � �� _,_�' __ _5��_ - � = 4 I Ir i , - -t- ----� I mi, � M31 1 � �, - - �, " 'Mas 3,371- too, , � i -j" "L TL � ' '. TQ 7 . SO01 . 2,1M. ' >�, , I 1�' C 1'� , �_� < �_! 9tix 7 � :�_ � f�AIL , � �', - , � � I I - .930- SEE -4-i= , . I ". � 1: I' I 4- WNL I - 2.�h -, & 11 t I CM01 . ��20� i r - a, .375 I IM ­1­111 I I I - i- 'it ill � HEW"Ek-, - - -50 --I T_ . t , i - I I It a [ -3�75 1 u I I IW. e- - I "- � - , I i I i -- ­­­­ -, ­1 $. M�,­­­­­­_� -_ 1, I-- 11 . I J � � 5W__ �_I�Sw_l , � -, ISMLURIC Yn DEWL A -A (3) a _�Wl( / L_I,DQD� ":_�� !t_:L000�_,._� ROUNDED CORNER 0 ENDS OF FAMEL'S 11r^ END UP W/ HOAM EOGE� (�) *h* WAQ (� IML-Himm (�) AN= (�� ANgu wzH Sun @ ANGLE wrry (N.T-S) HE=E MD I , , - - - -1 VIM I I SEE W, ,374* 1 - = _f__J 1/14 A, 2/1. S.U4, � o9v -- - 4 T --- 1-11 4 - ;'I"r ou i7f, -M, .350' I i V 1,390. EU Aw- - _188�_ � = 12S', 1/1--t-m X. t I i - - L , - c F , i i - - _____3_ ___\ - ___ f _9 -- 'i's =0 RNM to '. 1 4;% I I � I .317i -, __ � i i A07,1100, � 57- / -, i F_ , � A$" 0 12 i/2' 0 Cr I � � 3 __ - - --� I - � , i , - I � I . , SK I � rl 1. ell, 1 I, 61, f___1 r I T _,�O- ) � FL�2 I t-J � �09 � �-,- ­­ 1.� I.S4 �W] _ I ul_O� I !i 1 i I 6 i I : � _/16-. HOUE MR � 7ioa � C La- STUD LOCATION AT __ EASY PAM OVERLAP '70ir_ � 1, -1 L_L_ ___ ow L__ !__ .__ __l ) 4 . ? - 0, .085* , i 7.0 1 �D­ (�) M IJOLE USHER ",, ,!W. _-, -- - 2.000- __,") ___�_ � � - -A"' ___ (�) 'F* MCK ANGLE (9 340" *E* TMQI� (7) SAT BAUR I 0.0m, (Mi.�) - -'age If 0411411114M WITH Sm , CALVANIZE13 STEEL , � f, ;�441_ 't , � . � - , __ ___ JI I � , I , �k V1, K, T!� N/ , , 1 ., , , � -11 � . I __Io. 15' low I - I ) 8- tO6. o"4'1��,:,-*,,'�ZENSAP­�v _% " - - � "' - I j . � . ! ,374tV' , , 31r- ,$A*4 I - � � . - , - i . I" � t- � I ' � c - L�7__�_ N No. 44167 %, . I i �, . 17 , � � , U,-/ = * :*9 ; L, ----a Z *. FLORIDA BUILDING CODE LIJIgh Velocity Hurriconto Zonot) I � - � I ­1 - ­­J` I- . . � I _ .... BOTTOM S .. . ow--j � , .--M NICIM rm or PANEL S-0. ITATE Of cc � Tum, Ic STORM PANEL FP I _ � . "; L'_ l,D51 LATED WIN9 NUT I �P'_. r4a "' "� 20 WE GALVANIZED STEEL ft A` , MOM �ill * K&X ft= m. �, , --- - ,,, — No.0,W,;i.i:1 ?." - __ I _�—_� ��__`� ­____L 14-6 GLOBAL PROTECTION PRODUCTS. ULC. "IZZ" " &A, At-eAM I � 0 ��,: .4 ,� ___� I . ", N i7_r__ _w__ ,/7ERECOIT.. ,, 4M.M. 41 VFW IT i I * 2*XZ'Xl X &YWATIVELY USE WRIC MIT W/W ?_;0 WM � mt. ;��/`��__;�, ALUMMU11LAINU . MONOLITHIC WASHIM W/ AIDDIT&A, jP1:M.r* PHW� os-)"�7510. FAX, M-)4"_VV 20-176 / I - &Vw*&�a � 1*-`W`R`,.1,,,, �� =11IN/0=1. -`= At WN./WWnW,UW ,E. g !! I _ I �.-�r ..,, . AT . - I L 1. , TTj �w , I - . - =0 ITT I I PRODVC_f1CJ��lA,ATT0NREPJMTN0 2DA711.1151 2 22, TEST REPII Larglarnissilia Impart load tests Wets performed under SSTC1 12­99 standard as � I per section 1609.1 �2 of the Florida Building Code. Uniform static loads as per Section 1709.6.3, per ASTM E-330. Test reports prepared byArnerican Testing Lab of South Florida, Report# 0814.01-01 dated 03/1 UO2 witnessed by William R_ Mahner, P.E., Borlz Moroz, P.E. and Henry�Hattpm, RE, and Report No. � 0219.01-69, dated February 25, 2009, signed and sealed by , Edmundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as pet section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1 123.01-M dated November 23; 2010, signed and sealed by Julio S. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated Match 13,2009, signed and sealed by Frank Grate, RE, as par ASTM Er8 and Tensile Test as , per QC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jacipfano, P.E. as per ASTM E-8. LIMIRUCTURAL ENGIh[ERRINA_CALQ"T1 . _QNS, On 24 Gage Galvanized Stsel 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 Tiltsoo, Inc., dated IWI 8110 and 08127113 (for this revision), signed and sealed by Walter A. Tilift, Jr., P.E. 3. NIMSILE, IMeACT-RWIST. F, �- A ,C_,,, IN Large missile Impact under section 1609.1.2 of the Florida Building Code, as par SSTD 12-99 Standard and TAS 201. . . WIND LOADS REMSTANCE.- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beasindirsted oneheets3, 9, 10, 11, 12 and 17 of i a of Product Evaluation Document (P.E.D.)i drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, asper SSTD 12-99 Standard. MODUCI EVAIXATION RE 3 SLINSTALU-00 N- Installation shall be performed strictly in aocondance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 2 , 0-175, Minimum separation to glassahall be as indicated on sheets 3, 6, 1 3, 14, 1 5, 15 and I & of I 8, of Produrt Evaluation Document (P.E.11), drawing No. 20-175. _% MATERIAL CHARACTERI$MCS AND SPECIFICATIONS; ,,, -, - Shall be strictly in accordance with General Notes arid Components indicated on sheet I and 2,of 18, of Product Evaluation Document (RE.D.), drawing N 20-175, t - Anchor specifications shall be as Indicated on sheet I of 1 8, of Prod It K Eviluefion Document (P.E.D.), drawing No. 20-175. - 7-LIMITATIONS AND CONDITIONS Of USE: 2t IS., = = W : 6 Z? 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indl =0 LU CS � .= on sheet I of 18 of Product Evaluation Document(P.E,D.), drawing No. 20-175 6 E-L I prepared by Tilleco, Inc. and signed and sealed by Walter A. T111111, Jr.I E� 'I.-OO P' = '0 " -= CM 7.2. Produd shall not be Installed within HIGH VELOCITY HURRICAM ES "r "c:0 - = Lr_ :0ii W C= - as defined on section 16202 of the Florida Building Code, 2 1= C-4 co a, C= 7,3. Product shall only be Installed into poured concrete, concrete ock, LL d X - " 3: ,2 = M =-.= wood ffalme structures. . E -1 �k. Product Evaluation Report prepared by Walter A. THIft, Jr., RE. (Florida LI 0 do LI is C:, _= = W - = _3_4 �I: - I No. 44167), President of"I'lliteoc, lnc� (Florida CA-0006719). M W = = t (i � I= = J1 01111#11pok , ANA, A, T/4 =. C= .2 V) 'a a E I. ..""'N � I, I + '. " N �, c ' 2 "D 1___,4­ - I ' - - ' ' . I - - . -� - " ,_:-_ - 7 - S �:�;__, I . - r�,, �J - =. - � - = - , * : * __ � � WATILL / _/�, i, I " L, b ADMON RSCOFIO�Ei I_P� E, REPORT.20 � GL4bAL P40 N P SIL AGE D" "=-�50 SrEEL STORM PANEL tORWG#20-1715� IIIEPORT*20,047009! E16 AA ., � ".1 *��-. OPJ __ -Z 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, IW/10 - 2W/10. 3W/10, 4W/10, 6/5 SVi/10, 6W/11 & 7W/11 Fl" �_ MAX ANCHORS� FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 - �5" - - ___ -..--. I t_r 1* MIN-- FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 _' : I" URC", I . - __ I 0 1 0 " r 0 1 is . - , I D.M..0JZi.@+9JT-- -,-7 ---- - -- T--_--r--­,­- ,--,---F--,r- ­,,',,� T--r--_-­­J-­, --,--,-, 1­11-1- ----- - 1-111-1-1- ­1 I � __ I I , I I I : I t . . , , , ! I I I I Z " I 1 1 1 - � I f I , I i � � "� @-@. 6 1 1 I 1-77---, I I I i . I I I I I I i i i I i t � I . I 2 I T' i 1 I ! I � I I I I I I 1 I I i I i i I I I � 1 I I 1 1 , I t , I I I I 1 1 1 1 1 k � i 1 1 1 1 SO I i * i"j-1- , , , -1 "'J - __ L I __1 _1 1; J., - - 1, - - - 11 -1-L-1- i - � - L-L __L, I �1_ __L__�' - _-Z., ­ . - : 6 -1 T - r ­-,". f - �_ -� -- -, --T' r- - --- - __ -1 -­ - I � , 1 1 I I. T I i� I I I I - . � i I : i . ! _ I I ; I I i� __� 1 . � 1 7 . 1 i I I i I - t", ,_ ! 1 1 I I I I 1 1 1 .11. � - i � , � ­ -I , _F' I r I 9 t I I , , i � .. I � 1,". , 1-1 __ � �, 11 1 1 i � I . I - � I . _4�vl_ -- 'I, i �, � I-- I [ . I I I I I � � � i 2 I I i I � � I 1 I I � I ! � - I I . i . I I : I v I I I [a - I -i - - - - - - - - L - - - - i � 1 I . I 1 I I i BOLTED PANELS U.B�l . il�,.!, I � i ��. 1 I I W/ 1/0-20�1' � . . i . - � I � � I I 1 1 'i ! S.S, M.S. SOLT W/ 7/6* . 3/32' i ;1 I I(SF-- SECTKORS AS t 1 � ! IAPPLICAFBLE� I I � �', , 1 1 1 i 1 IiANGNUTS 0 FA. OVERLAP I i I � , , I I 1 1 � I i '(SEE SECTIONS AS APPLICABLE) I i I 11 . � ; i , , I I I I � -I "_: - - � � L - I ___ , I -i - --- ,,,L� 1 - I ''I I § - L _ I 1_1_1 - I __ _ __ �­_ "­ __�.__ --u I ,�_ 1. 1` .� - _.-T. I!, - - I I f - - F-1, I I � * 1-1 I-- -I- - - -_ �� I I � . I To I � . , __ T - f - � I , 1 I I 11 -, � __ i I I � I i . 1 !� i I . ;, � : , f I , ; i - . ! [ I 1 � I I i � I I 1 I , 1 � ; 1, I 1 I I 1 � 1 I � I I I i t I � I � � I � I � 1 I i i � I I i "' : � i � I 9 L' I i i L . I i � i i i . I � I I 1 ! � ; � , i I � ; I i t i i I I . . I A I � -_ - - - � -_ ! I D.M,,@.@. 4 I-- - ------ t I 6- - -, ie - - - � -1 .,(& --i - , , , � - I , 1 & a @ - -1 A� ;! 'of I (1)+@-@_@.&1i :ImI� i, 01 -1 � I I 1 14 I 01 I4 1 9 - . . ---,,.--, , __... I - - r MAX -, 2/4, 3/4, 4/4, 5/5, 7/5, 3" MAX -I 1, IAN, - C ON �_ � 0. 2W/10. 3W/10, 4W/10, 6/5M 1. - .N/1111 I . -...,------. _____..__ ANCHOM FORCONCRIETE SEESCHEDULEON SHEETS B&Q____ ____,__._.______ FOR WOOD SEE SECTIONS ON SH" 10 & It NA.S. I/*' um� GAP 2_67' _n �_ __ -3 (MIN. . OJERIM - -1 - VAOUE VALLENI 1 Q� � ___ ,�, V - �:� ­ .W. ow TIAVII�� 4 , - A , L, I ors�_� t � '.... ,ty ..- - Lr1l) ,*-, , C6 \-,-/ .* I .. S;, _. - FLORIDA BUILDING CODE (High Velocity Nufriconto Zone) I . ' vim TU=1 W� FAI f F N 44167 ", 1 20 GAGE GALVANIZED STEEL M I. M" fty� . - k. **� * �­ * - - , GLOBAL PROTECTIO ""' NJ.& 15� -0, E , . I N PRODUCTS, U.C. 0"t'T, -. AT . � IL fcoitam \ - . z. � AW ". 51 SrRBY 'V;N!. OR% &��W%! a 4r=- coMANNY DW& rU 3M,4 1�1; ,-.1--, A,� it,"goIR-Ts'A I. (**W�Gm 20-176 ;; / - PA J.-M � - ='_-!,'-T - - OFAWA ".. -­""qT.,-,o,�,rw-�­UM1W,r ok.ommd, 2E,-:F3—M. -,'I -- — lwkm�.M ; i�,.!�L I - I - I - 1 �- ARM 3 , I I _11-0 (1) ,a) = (n ­0 45 -Fu > 0 (1) -c= ta .+-, 0 = _0 L_ L_ = "En M -I.- 0 -0 (1) — (2- C/) . (1) -L-- (1) -0 0 -0 -= -0 C: 0 L_ 0 5_ -9 C: -9 (1) ?:: M C: 0 = LL L1__ — M . - Cn a) in " _+­o CU " 0_ F �_ M -0 ,2 C . - -6--a C/) q_ < a 4 Z W mi I I __ IN51ALLAIJQN DETAILS FOR REOLAR P L.S a & a DD =M OMS FOR MULAIM IN K&M 0101M INIQ EX15JJNra POURED CQNCRETE QR CQNCRETE BL99K STRUGT-URES Q2m I= = INUA"110N 0 ILA FOR RENLAR EANMa & INUALLE198 DEIAIL5 EQR ROULAR PAN I,- , =TORKPIrNATE FOY" W, COACOM ANCHORS �5�� --; EM REMA UEE SM AM E-_Z &_2Mk20_G_2M INTO EXI ING EQUREQ CONCRETE OR CONCRETE LOCK STRUCTURES I INTO EXIMTING 20URED. ONCRETE OR MOM Mai 119JURES ow9ftn 0010"M � OR 0 TAP-MF (SEE so"= ON - 1\1 gsf;j;y�k 11 ­11-1 I ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 2 (SU schoutum on . im SONS)LAE ON SWET e IV 0) � . __.________ .. _._____ __ -1 V DWS a TRIAGIVIWI,J) SHM a THROtm .1, ­ l'i I - 'I- FWD MR WOW SEE SECTIONS ON SHETT 12 CONCRETE ANCHORS ! ,:,- I �7. . CDNCRM BLOCK 31 Nov- 2.67' I 71 -- �.. C0NCFtETT BLOCK I -M.&MMUE01 �__ __RQU CONCRETE I L _� * i ----TAM CONCRETE CA 3' max" I N"' . :1� �� i �� , 'GUIRED � � REQUIRED U) CONCRETE A14CHORS M.1_17=: 2) - --.-- ED— CONCRETE A"**M ., 1 ,�� ___ , __­ ___ ." � 1/21 I QA�Q - --'k' _j RE CONCRETE ANOHM REDURED � 11 W_ fw MUW .1 **U ,*try) I' *.� _I__J , ,IINNII, � F­­� 7 �L _AhN.5, k 1% I 11 I w"...'--t xw�t,I;N, -1 SEE 5,:NEOQUF ON .RM .on ; "M - 0AIL � . L I I I i -4,11 .I I I . IMI.M.r. .1 F-ll "" I (M soowmr 4" 04 .151L ,-04 , r oko � am 9WN 1.11"Irm: .1-1 )_� �;"� mmimm'..j �,�, " ­_ i [YALM ; ') � I SCHEDULE ON I - F L. CD QL*4 . 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I- - , ; - - �� - . - , '_'__ _f L' j -�- - 11 IL' 'V � , I - - -,- . Q*T I i I ,,-1 _. _ W, � I, I '. , , I I __iT e I - 1 . .,,M. - . ,,.1=01=1 0 1, L 1 4 1, i � I � I , ­ � k � . - - � , k � I " I � , 1�1 6 - -, , � , ; ! I I i I , I � " 9.1. I V�' ,,, t I-— i ' - _" I - ,�, ��L � � � I OL t I I . I _PM ON o ; tl ie� 0, I- �LZ 1 �W T"I/-.-.'_-_-'*' , IIIIIII. ___� . 1. I- � � i � � I � i � i I ",��! d ! t re) ,I ,::11 .-----LL- ­4 � ­ ­­ ! : i � I , I I* -- . -� i � , � L ;, I I I ! i ! I I i W= . i to V.AW 1 - - (1,) ANNOM, I i , I & .� I � ; I 1, 5 I L o- �:; L ,� f aT)-% I - � : ; I � , I i � ; I : t, '7' 77� - � . , 11.r zl � M .K SER"FOXIM _Cl) I I __� - i . ; 4� � I � L . � 1! � : i � � , I . ,\��F I 1'��_ woom ­­ - --I'- I ig T I I I � : L ; I , _Wzi ." Z� I I i 9 t I r.r. � - I I . ____­__ . I . _ I! I � . i .9 , , �, � I I � . � � . : W I _ W_ �1. I � =AMM. . i . I � ,,, : 11 "" � I _ I. i � I I "/a -;�4�; k / , _J L_ - - --- :1 8 I t , � � ; in .. .1. - - : .lyV*=-- � J ­ ______ � - .- � � ,,2�_ [ __ - __ L � 1 1 : ! ; - � � � : I I , ­T­­ � IT I , Oeft- 3 i § ! I � m. ,-,.4.. � I ! - �� I I�F $0 to o- � I 12,/� .� . JE ,M,4 PoUqp -, E�'D �-,�'; CONCRETE 040G� I ;1 I I � * � ! : � I � I _r '. I- _11I � ff 1. , , _ , - , ,),isTmpouREo Est, - - �� A =4 1 777�� 9 I - ; ---= __/ 1, � � I 1 1 : I EXISTING POURM i E. � 01 �f I I :_ � � 't 14 I JJI IX �___, I ; < I I - --, " 1( ).@ 1__� I d � r f .4 $LOCK � �­ I I � - , ! 507. 1 � L CONCOM W" ! I E"Ift MW a , CONCRETE OR " - __ -- - ------ - _ 41 ,/11 ­- I / I I I I I I . nomftu .rZA, , I I ; i �"Qc 11 I I '_­'� I L - 0 REWPIM I , ODNCRM - I\, - ----___----I � � - I =*=== _= M., 1- � � OF ^L' =11� I -1- .... D.M., I' WI,,. � , ; � I : i1M..j._J__-- - , IT � =0 � � ,,, � � . _'/ � � SOX 1 1 : 50% 0.6 I L , REOUIRM A L � , ,,'- . - ��:�r ,-,77, I OUSTING POURED E-m &�", L - OF 'L' ' I 1�_ 77- - � [_ , I CONCRETE OR - I 1',� I - I., - I ! � ! MAX OF `17 i -11-1 - i I ,p �­ I - ' a) , 777,`777� 1'� , 1;;�,. I - 9 i .%a C ") 1 _(3 W I -_ I ,�'­­_�", :_ ­ . ", I -1 - - `�_, ,T­ ,­,,­;�, I � : .1,` �_ �_ . MAY --- -_ - - ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 11 -_ -_ - -_ � - , C I _; , I (T' 711717 EXISTING POURED - 4 , I -1, .1-i CoNcOVE ERoft t -�`� ,-,� I -1 = 13rg' L '. - , __ -.1 _ . - "I , 1��11111 I L�� �xcum . I I 1 j ��/� - - L SME 3/ mma"�P) L I ,.,.�� ; , I i I I . i - 3 L FOR WOOD SEE SECTIONS ON $NEU 12 � I I - ; 1 1 LLL , 4. 4�- L I �;, . . - /� V I ,,,,',,�, t I , _&T' �� � � im#Wn ; I I i I I I ' If& 'N". L, I - : ---- -- -.1.1-1 - __J ­ � ' i , � I L -0 -,,,, le�___ � CONCOVIE OLOCK , I EL ""�? ' ; E� � I I ED, � C gM W."=, - I , ,�) 11" A, � , -�' � ACQUIRED ____M---TIE'��7r I � JW, 0 � I , IZ ,,�"",',1, I � � "I � REQUIRED I i , /! _E ly� - bm. �,� .�a ? J F , ISO _ 000CRETIE � .-J3/ , * �i" - I L� ��, I =PrED � 1 LL " _ I - I % I, A a& ONOWDE MoHo"S , , _<Z' ive kxhw- " I �L� r � Mr ---. � CONCRETE NAMRS , , C'"Mm ANCRM VMM.10.1 " �, /1" ,�, ! _ i , N 6,M, (SEE SCHEDULE 00 ... � \­ �r.(C 3,*61 . - .*&, ,­�=, ! � , v "I i %!��24& Q ELEVATION =r/ I . ,# r.*, OF (D 4'-, - I N � r� , I t._I; � L ,,'L - � t 012 1 " I I I � .., Z - I _L .,,. ,,'L = I = -.-L - - � ,_­­___­­ I = V 'g.- 'Ma ; I � ,-, I" I : L 11 -4 .F= J SHEETS a plaom, 0) 0) Ll�'L THROt4N 4) OWX­ 01 , _ ­L�,,�­­ ` I I I r : 0 nu" to AND Aoomwt ." CONCRETE AACRoft z ', ,�'- - r ;-..;M- -W. .. 11:1 "=* 11 - _ , - ­2�,*:�-` _, , -, 'L�,�-,� -_ �, ,- tt I / . I --I -,I ­ ' ' ! 1/4. W. Go (SM SCRIVU14 ON " - 1) SHEETS a I FAItUdAn �' `��' -I r2 0,Z t- I I � q) I_ mrw= � I T _= , - -,; . IRE SGTW ON = X+EO" ON '.' 4, I i � � L,zA " " OR a TwA-aw � I � I .,; � A 1 �L ,.I � �L, I . I -�!- , iUIM_ i ,Qj"S�IQQJ4M� I - . - ____ I , � I . f � I L lor SHIM I sows 6 TH**U4:H ill I I ; '� - � �, - I . 11 - I_ t MiDLE wlkyl A_ , , ­TI/4 � 7 ,-, - -_ - DAN. 010"LAP41- 4 � i WALL LMNTIN rLIUNG AN moumnw BUILD OUT MW No ALTFRHAX a OUT MOUNTING 1',L_,�, BUILO 0 A -,,,- i � !�� � 11, _114-0-2W/4" &$. SOLT i I M a- f ! _,�� ;; ',' -I ,; t - ­ - , " OFENWI .ON � I I - - ��_ � ?t - __­` ___��_�'C� __1 ___ 1 1 I I--- , W/ � SECTION I 191 OWING IM-11111.1 LY I -;"a I-" \ � 4J �� � -_ ... __WI __4 / - -, , " i I � L. . � ; I CONCRETE ANCHORS 90 I 0 Iwvkm MW_ -\ /-1-8 I a 172/61�211;� "AND NUT � SCALZ 3/8-1- 1 I. WIFRVI §,=,%,# A19MW SCALE I IN I- � DIV. - � 1��/ - =1 %.= ."ll V : I * ""' � CONCRETE ANC -HORS = SNM= ow * K �_ k- \/ _-/�`Z'�� _____ .l - � ___ ­T' -_ � -.I----- � 1 4 _i;omoAvrr otocHoon, S'AURRED L I SHEET 0) I/.- WM. GAP ; 3 L) a) . OUSTING � - M_ t'A - 1-4 .r-- __ (SEE SCHEDULE 04 ___ * NEW I' WIDE . VARIES It 1/8' r E.D. -_ I . i I W/ STUM, (SET SCIIIEDLU (W SRM 9) I I T E.D. - EDGE DISTANCE wlw� ' - ; ­ 0- -6 I I SsEttr 0) I . � - 1&�.M OR "I'll ; tu a% to; (Ty" 0 LE ON � "I I ii evfoo 1. I t S44EM 8 & 9) � - " ,_.___0=NG WMCO/ PJ WDOO . - I ! I SCALE 3/18�1' �__ - DOW REQUIRM I i - -� Di (SEE M<DU ___� --- _-W NLW OR BLOCK 1 Ux .0M." TWA ALI) , TURE CA I' E-MW U) (-%=,.- - 1 WOW MO � I , . -, ICU . I i .01 RWCK ", �') J REQUIRED 9 , * OW I' ,MOE, VARIES. 1/0* "I', I I tHATIC r-11.1 OMIT, D` " ! I : _,L ALUM, TUBE OR I' . VAIUM . 31.413 - I � DIRM MONnNO Dig= INO DIR&CT h=kWNG I � .... I - I I I I .1 , I TOP & BOTTOM MOEINTMOS CAN SE INSTALLATION INU AM - e NDTI FOR � � I Xr, 0"rl) PLATE SPAM rn ! I A.P. : ,_ 'I', i 6NR 06. " i - L 4 12 Itr =. :, I ,k�141$1111njjj TOP & W ZOM =0UNTIPICS =CAN BE 6 ,,, . . . � CONCRETE ANCHORS I i I COMBINED IN ANY WAY TO SUIT ANY Ull!" - AM _ - ftff COMBINED IN ANY' WAY TO SUIT ANY 1, I INSTALLATTON, SCALE 3/fr-1. W%,; %M,p , 1 ISM 0% I I'$" 11 I . 1 IN" y I a JAACit C�wt� ­­ lt'­�ft st&1131"10 UJ i - , IN$YALEATIONL I- I I , I ,* t n.�, 114,�,.,& I I , =3 1 lik � .e.-- . TI�Q;;S� 11 I ., � T_ I -) - A ", Rt'� , \ " ,�,�J�,`N�L`Vr4'_."�_11 , I .:v ,-4- i (b � ....... !Q/.,Z *1� Le , :r",�,��,,,,,,7L,���-�,�'r,�,,,-:.', - i-Irr ... . !I,, vp-,-, 75 _�!` 61 NO . �. - ` ,"",�, � ,I, . .�Cas" �A . . ,� vs I. ,- .. . - .. - FLORIDA BUILDING CODE �Nlqh Veloc!!X flu NO icafle Zonoo)l I t , " - A__,__:�_'1�1` A �� , I - ---T"--' Ir! 1"M "- I , ,-,4) =_�� , -, - I , I -, I � " � _ __ � -, " ,� J\\�� , � "" _, 1 '� . _ " , -;� - -�- , , __ �- �1 - " I — ,�, , 0_ . � ,,,, , . ., _" , _I , I ; , _, -�11 . 1. FLORIDA BUILDING CODE (1,11&t Valocq HU anit Zonv)l -MCMIME. M_ M,ru= - =POUREE!, ,, . wx� Loari, a e- . IZEN.OZ*-��,, colic Zone)l tNsp *-. . S� FLORIDA BUILDING CODE (NILh Velocity , _2314W - '. I '. " a T, ,= TO N Z I .. li . � I I < g . � BLOCK YWN . .= TUIM W. I'A ; *= ACM0. � I.P. Ft - 9 *.; I Z *;*20 1ILTECO'..C. O"-Xr,A`o) � : NO 20 "GE GALVANIZED SIM STORM PANEt 10 CA" GALVAMZED MEL STORM PANEL � REQUIRED. - - * : 20 GAGE GALVANIZED STEEL STORM PA14EL f.P.W, - I ,V22r, . � TA,a", wo". 44167 ,.. i DMO ft. . E MAW - . * ­­ S _­� to"I'M W 1 =110151 . No. �%.ZL`Ew ,� - �.. . E - I x� Aifm�;x i * " ­� LID, - WOE INSTANCE i *. * ,,- "I - I - - 1Z , . TA TE, .* ­11,11 , ( f�-�,_ -�rla—c T I-- � 07)ZA/21M . = " C . lf!t�,� -S. . GLIMIL PROTE "10 Z ' � 4� ". GLOBAL PROTECTION PRODUCTS, I.W. """" (SEE SCHEDULE ON TOP & 9070M MOUNTINGS CAN BE S-0, , U _ - ,. I GLOBAL PROTECTION PRODUCTS. U.C. I'Am I - CTION PRODUCM U.C. om .3,* S ATE OIL. :f7-;,------ 04M -Iltt 4M S,W, 51 STFW -EM REQUIRED AI Im &.. 51 STREET SHEET 9) COMBINED IN ANY WAY TO SUIT ANY S,P-. - III IL ECOme, .W S-1, III STREET - C11UNQ AN ­FT1 A , --6,--, Q,VE. FL M51. INSTALLATION. -,,. - OLUT 110YONG, a 00*0301`,X� ., � . , .2. �_ Z. �__ -, �__ - - - - �_ 0"WIL FORWArk TOP QR , - - MA, I I 4*"-., -4! CRIO, t_�� Z SIN , ��,,,... -i 7 R I o,.,. .0 9 � -176 . - .. - . - ,`IA - -w-My. OWE, F_ n3t4 I WR XQUIN'TIN11 - INATT wr . 1oHo__ CoMANFY rAw- a =14 20-176 BQU.QM RACIM AWCU11 TO M=1M M.= P,0�1 (04MB1­1S4. FAX. (05A)MVI-171A) - Dig= , 1. .1, ,, f-low_ (WIM-60 Not (veA)M-Wv 20 - 20-176 SCALE 3/8- CA-001NOT9 -F. ir -­",�'S� - DIVIO" #I.. _M? , , --- _'l;�IIt`­24 r, ` - At r, — - `tk�_ PHOWL " < ,W : (.0 - - 40001, lo, 1. I W.)61�76.11, rw MATM 04 . ..... .. &-f ORA" w , , I (M ­� , 1% Ut,* ­� - ok-0047 - - , � -m- - "'I", 74NAL _11aw"111M Ifolt CA-00m, _J oNM TE 19 , -4. 1-1-1 - 1,AWI,A ! - - , I - I, - ---- - -- - *KM ."N.011 Of- . I . 111141olowwrANIX —I WO, I P- -&W05 W" I � 11. 'A, 111J�_�l 1 . I I 11 I I - I - f K__ I I - ---- Abpa� __441C 1 -.1 - � 0,113 . 4F a VINIA IN :I. , - _.­­ I 1 12- 1 1 1 1 1 1 - . SHEET NO. SH 1,0 OON ffi�G1T&Yaa k, 3 a t>� 1 AAA!. 1 7 1 IrW�aw"a's.a�a, i 1 4 1 I I'm WALL FLOOR MOUNTING INSTALLATI(31+1. FOSTUNK R '�wa a a5]a Pa.k .tka P.ar. SRLIT PANELS �,'•.� �____...� ! r7-r t i•,- AWN,,."rllmrc'b'-°• "__ ._ ,... ..., _ _ -._,._ 4�. L TOP a �btraMl t. C i i• - Rwa 1� s 6drtoN) ,: € •' IatkraN i"'• r; •�-• E..irw. m#F$M.. t t/✓ � ? Ifn. aaP ral TAafdx rsvM.IFAeI.E + a/ At, seen �. �.�R/fit.• i ~:.., a 1J2' I � i -1 a aF�de''PIIl+rwl,lE MTwa y¢ E>tirE. t / �: _ e.APaa - Isr aa.urrc aM Pa �r1 u ,uo AaT., -t]r Par. f I � : __.. MNLMIM. ,. R165-1a. iL14Y , IEEE w Y fax. PX#1. q�4tL SCALE tJa-.r (+FL rAlgltbrl MULLION 5CNEDULE Aak * Sp? is III S. �FOR R.to .D. ORFSNiNr PRESSURE RATING yr PMI,itT.M€L92T8d 57GRNEPM €4'55M�. ORIENyEfS Now 1 SCALE Sj6st' 110TE: MMUJON CAN AL30 EE A MLL® W/O SWRIJ PANES ON LOP OR BO1T6M. 7NRT IT @LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL. OPGnNC AT/ NBE TOP a ROFIOMO WNz M RAm f0 BOK W N �Ft�[••FF������ �� �SCALE 1/4`a t' .. 1'i�'uAw ®is] scuE 1/B'it• laaiE0A4.i Nos,. MUILRNi A£154RRED twn. `. SPAN (R.) MUWOH ""'_� ^TUBE TO 6'-10' iNTQ EXISTING WQQD STRUCTURES a •iW _ rt+w. VmY%xS �k P aS W 1 A E�pglK' namrlTrrOt • ---. +. r wK*'sewaaT° t ,. •- f , :. i '. ` `. -_ 1r TO1H'lA AA ] x w a-c.. ACOIl o go-ATwm/w melw nMYkl wear. •; :. -' i ..-�._•.-- • - _.: f n •.-..,.a {F, _ -- 5,rfff• CUN;I naaa- ' - "-- - _ a1r. w dr. m ` :.1! e. +wars Ak .m.aM 1 � '• � ea: 1 ri 4K w.t'144a Mlw�. ie' 1pkrFaw' A7wut6 wV °astw InT. ' w.e ,, t ... _. x_. -_._'_ awc�q z", L11 p�lp itt4# I OMAN"I 1 ire T - S 41 amii MAN � � T p r .._._.... aAn A. i m aAa SttvaAta aws 1 Y Ammmm 7 w 1 '�•I BJI ' INSTALLATION `• an - ALTERNATIVE SCALE: I/4' i" a'a �aG pnM Cxw :scale. PwT Arane�y I i Mo MAIN aunkm 9UILD• QuT Y(flJflTiNG Y00'•ua"" _ . _ JNSTALLA'itefN - A:LTERNK{VE iw M w.rsn+ sr NAIL .. ...._. ....._ SCALE Tl+`'- T' t E LNG t Fl" mfIINTINC WALL R E° = YbUNTJNG It E U SECflg�iNT�AI TqT�47EL L"M' f,EiD,LTTEDR+N3A5T«5iYE 7.4fV AM, }NUALLA1100 - A TE.Rt#TtE VWA� SCAM, 1/4- 1` B5 - A.S.O. DESIGN PRESSURE RATING) SCaI& iJ4• . 1• SCALE': TJ+• . I- ao i H I�n.c I. J 1 1 �6•�• Tr Baas am jia..fYMli RaaRa. W+P ✓�dna 4EaF NgTE3:. - `� yttyly I 1 Iri INSTALLATION YiL hr Art,SCALE: SECTION "W 1 +` t` t, INSTALLATIONS ARE .ONLY VALID FOR $UtWINGS Ill A.S.D. DESIGN LOADS UP fit? +55W -720 AND PANELS LENGTH R TO $`-$»., �a ,;,,•�(/A} a V'.. ,. d+Yr �P�' �CEN� '•.,'Q � FLORIDA BUILDING CODE Hi VelocityHurricane Zone CON 2. FOR NEW wOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8£. 50lRIT£RN _ RUNE NO. 2, w/ SPECIFIC DENSITY OF L0..55 OR EQUAL No. 4167 '. ���-�, � F :20 GAGE GALVANIZED STEEL STDRM PANEL g NGTE FOR 1"_t]MiiJNATION OF 5EG71DNc: TOP & $OTTOM. MOUNTINGS. CAN $E �'• $7 OF _ . _; y p-. `�+".Ar'•.;'t' Fif44;. : �p/'ZsF"' ^s+ �i"ef GLOBAL PROTECTID PRODUCTS,. LLC. ,,, iln E OIBIC. 5.w.atSTREET Tn.uT.twltRo b Fi10'-" ANr. "`^L =14 2 17 6 COMBINED IN ANY WAY TO SUIT ANY ''�A Fljr ...yyy��� x. hrrhl�rt`o xmaa vewele ies•Mr-Ya,s. FAc taskea-Boat- ow utaR ai rax - rs , am! m-rm, aw. ax,isa: ws a.w Na ,. wa INSTALLATION. �,A�y�Ni+€ aF�.,/SMNATImEJa^fE WhTa A. M£ITtI .�n:E a n-au 's itimm t0 OF 26 IICtt�t11ILlY PANEL LENGTH "L' Sf.HE t C 0%UD ONLY FOR P # iF TAUATmNS AS PER BROOM T THEID 10, ON SNEEEs 4, S # 6) k MIND N( rlsM�-N,me � Ms a 100111 ra sI OCLAP r 900074 O wwp. - SPACING IEDULE € R REGULAR STQRL/ PANELZ 1 & tN,"}TALWIDNS a, �.���'L��F. I�L�GK STRLiGTtIRE'S '(VACED ONLY FTPt PANELS I a INSTALLATBDNS a PER Starala; 1 1101L1 7. ON SHEETS + # S) AFICTIORS yyyfyMH#l1iANAA,... ' �GENSS' FLORIDA- BUILDING CODE (HI h Vblpcii Hurricane Zanb ! ND. 4167 _ axo7a ivt�a. M 2D GAGE GALVANIZED STEEL STORM PANEL A, FA' Ts:' ST EiiF` ' . n.x.w.M.e GLOB AL PROTECTION DUCTS, LLC. PT/mJao2a MlE r •. LD TIIJA 57 b TNWMEERIHFE.. ANY.. aWa:, fS. 333N 20-i 7$ irArtt AT, ]r. as iw,w, bH-1 faa wrPse o,Asra, n asset PrRxrE; tiRM}NM-Ias6. CAM; (Rbatebe-A7eT TAPT 4r1. rAN tf ILNTe, ET •..,w Ck-cowtY a w w aov! sea >wWrx Nk: - - r k tY ov A no Jr.. As, aA ,r.ra "NET eflEn a w ze A61xPkVbR A.S.k �P+#SSUE.€ S-P7.�a2���Aii Aloe. I.Ek1AtH �L n. � qN l�Pl IT! :. XGf'l71FJi +%.J, T,-3` OR tC59 2 t/•[` IOIiEP. : Y!iRU fi 8 7 +SS.w ttb >7'-a TO 8' 6` Mak. 2 JJF 7/1YBWiED t nttJ 5 & 7 +56.0; J4.tl 5>Y-&' TO It J' MPM 2 a +•ti18, -aed f2`-r 0R LESS 3 ,Jy` e,9 b i0 1:sMefUM AS.a. 064wRk PgE551fi1E RATMC {P,a/ } kavfW W SPJCerr• FOR ea.. 3 4f2' � � ' Nn' 1w1N t�' flIFN � eMKastlw . , LFNGiN •L` tflS i TAPCYtN. _ sr ua-a cNt/-a - PuamfaaE FTatNT k PANriTu,� PtVS �'1� 1D CaleCREtE "• � Td LOR`IYiE CONCRETE �TO OOM�7E Ta ids€ CONCRETE fa CprCIK7€ t'CI �E H" I N/A �r/A HfA a• NY�k < wA e, a€e 5rtaT5 td # 1 FOR Arxalops T1$ a SR1CxiD FOR vxTauAT9DNs aT10 Ya9B IRAXE XAAtnsia. ipNMUM ANCHOR SPALv1oS ANDtANWiAt ID� DISTANCE ARE MIRrAtEO sae ila5 sa�aLAE. FDR ca. TXYAI warATED ON �anu!E A87tICE AvctgR �kAem Br MaLTMLYMO sPAdA+d'swtlMNcN scwrnulEer THE Fes, PON T76B aPERATR+N TO � P09st6[t. IItAUC[O SPACING WBi"ApYE9 LNMO PACtdR 51A41 NOT 8i LESS TtLxr MR/RtMN 51'At4iD iNad'AYG#. !aR.iyas ANa1RM THE AS AtX;Npl� EEGFND. rbl®IOIc 719lE 1fa'a �� 1/41 Ile. trPaak ff 1]P-WV ' rsert•s bdcw-wt la klrlAt fPAPfY1 i+;,I J J J ] ] r(2 J ••>Piaoi6iMVl pc.Arw.dnl ] 3 ! J -0 ! rJ1 R.a..kaW tiw#i} ! 3 aT/J a''afs a �Jtii. A01isl ►'A Lt16E 11 FFfA6B ,n1•..� m.. .0 J6 - - - - ] r - rIa lea RW xej.roArEzu € SEE BGNECuIE ON SNEEF e I } FaR W. a AtaH I TJU � # I Mak. `j �✓Xts^: ww scRrow ---1 s/]• ,Ak n6rADk>a FCr¢1NAt1aM / 2`kA• FIAT€ �; :.� a eaPAmtN OF TtAlC 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS wiTH A.5.0.. dEStGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO $'-$" 2^ FOR NEV WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOU7NERM DINE NO. 2, w/ 5PEC€I7C ikNSi"IY' OF 0.55 STI1 EOLu4}. M MDUNTTNGS CAN BE ANY WAY TO SUIT ANY PRESSURE CONCRETE BLOCK BLOCK OR " - tYAtlq ONLY FOR PtNHIS (l7k SA 7N5TALLATION5 A5 PER ACTIONS 7 TMRU 70. ON SFIE'E15 4. S #. BI PLIM � f WtMA{hl' NkYlddl5 3PACaW P6A F,.D.. +� 3 1/4" " A.S.D. BFSTGN tAPCON CF TM-CMP C71X-01 PANELA1AlE fEIWE � PANO.NATE PLUS S0L$t SE't LENGDI "L` RATING 'Pp:.. TO TO TO Ta � TO NAY WM#RAFICAV (tR} TO CONCRETE TO, CONCRETE CONCRETE to DaTR:REIE c� ro t,EMm�tE : ro DDNDRECE To coNraEre CONCRETE Loar OF TIFF N/A NJA N/A 6' N/A, 6' NIA b" N/A N/A MJk ". (tpP).. 6" a` N/A N/A H" fi' 6' 6` N/A NIA i (BOTTOM) b" N/A N/A N/A H" MIA 6" NJh 8" i N/A N/A N/A 2 (TOP)- 6' N/A N/A NIA 6' N/A S' P N/A 5" NfA MIA { N/A 2 (BOTTOM) S5.5, -�72.p B• N A N/A N/A S' N/A 8" N/A B"N/A N/A 3 dv 4 (EUP) is B'-B" [� S' +' N/A N/A 6' R' � 6''�._„M S`.-.'- 6` B• N/A N/A 3 (BOTTOM) 6" NIA N/A NJA 6` �N/A 6^ NIA. H" N/A N/A j NIA ? (TOP) N/A 6` S' b' b' N/A N/A +& 7 (BOTTOM) N/A N/A 52 I/2' 6 7J4' 12 9/2" b 1J4' 6 1/4' 6 t/+' fi i/a' 6 1J4' N/A N/A 5 (TOPJBDTTOM) SO.p,, -53;3 NJA N/A 12 1/2" i 6. 1J4^ 12 1/2' E tf+" H tj+" 1 6 1j+' 6 t/+• fib/+" N/A NJA 6 (TOP/BOTTOM) B` B` 20 tt'-2". SSA, -72.0 N/A N/A is lJ+'N/A $ 1/4` N/A b 1/4 6 1j4' $ 1/4' 6 {/+` N/A N/A 8 (TOPJBOT•rou) 8'-8' TO T1'-2` N/A N/A N/A N/A N/A N/A N/A N/A $ 1/4" 6 tJ+" 6 1J4°.. B 1/4k 8, 0. Tq (TOP) 43.8, N/A N/A N/A N/A N/A N/A 6" 6 71+' $ (BOTTOM) OR LESS S' 4". .N/A NfA MJA NJA .N/A MIA H" S" 6Ifs• .72E-+` OR tF55 B (BOTTOM) N/A � NIA NIA NJA N/A N/A N/A N/A B 1f4" tO (Bf7FE0M) SFE SI#£R III, If AND 11 MR ANCHORS TYPE A STMCMC FOR MSTAW,imtLS INTO WOOD FRAME RI16Ou1G, SFE SI#£R III, If AND 11 MR ANCHORS TYPE A STMCMC FOR MSTAW,imtLS INTO WOOD FRAME RI16Ou1G, MIwMUN AtrCHOTr SPACad$ AND MIANW EOCE DISTANCE ARE MaK`ATED Par ita5 SC11E6UIF. FOR F.A. ts3S TNNk iNMGTED 4N SCIip7VLE RiBUCE ANCHOR SPACa€G BT tAULTarLY1N0'SPA,CRIG 5rfD7rlr ON SCHEDULE itY 111E Fa1.rDMNG FACTORS. FOR TtAS pPZRAtWw TO RE POSSIBLE. REOUGCD SPAGM6 OB6MNEO USFA4"19R SIMLL NOT BE LESS tHw MINIMUM SMLtm wmIGETE6 F'aR EACH ANCHOR TiPE AT ANCHORS LECtDm. TJa:'a ,T/F,*,UN ... T/a a..... tJRr If#a TJi`x }//a�a 1?TM-CM.•.�....-•aAUi-p! t�U6-SEP ran A1Sk1aR Y]rAM tAy) •+aPMaurAkar cw,xkl. t1,.) 3 •-�-.7. ••,•••• »» � 3 .••3 J ] �' in IGP. Iasi � Mode (6tJ 3.•.,, 1JY: J If2. s J ,/p ACt111. ria (m OWAiiJ FA'C T 0 R 4- 3- f�l ,ub TAD A] -. ] 1 ' 67 aawAa TRTEflt, Mc, �a /r }� ' L. iG. irr O 20 GAGE GALVANIZED STEEL SftNIM PANEL GLQHAi PROTECTION PRQAUCTS, LL " j T I1NC- `fiNa Je. R"rf"a`� #: w mA wa.A.Araua'k. rt utm Ae6A AN aT smEPT aT1t. IM'VR'. TS. 4 I+IaNE: (RJ4S�-taro FAY: TSS+tee9-east %MJ�E4•.,ka v+tE FP. 17, 56X box OF V LAG SCREINS lifflow R SEPARATION W z:o-T76 11RAkaG Ia cu _ INSTALLATIONREGULAR INTQ, PANELS .�LI�IlNG �Q�$�U�Z� (1i & f1�I -I--F N N to � U C O L O W W L "aCONCRETE A17aiafA CONCRETE ANGRIW6: SEE.'.filIEDLRE ON SHEET t+: t5[E R9KaUlI a1# (SEE 3LNEOtILE'IN� .:.--. tTAk wad0 SCREW: SEE SEt:gH OR SHEE7 IS ALTERNATE ALTERNATE. SHEET tR}� .. _ µ;..... � �'-;, �,lw,iis.. � LOCATIpN. $ INSTALLATION DETAILS FOR Q�TIQN � 1 FQR L}F`.� SAFETY STQRM PANEL SYSTEM _ _..,'• � Iafi eawertelE rPAt�.� � i,J4 2f4, 24/d, 3JA4 OR :dJ''4 i, 2 & 1W/15 � � AT END ....._,,.. k�OO• P18M,sRFS "` 560" . y a . t`.Wn. �..� 7•-O TJ2•. -.-� ...-.--,..;At END PANEL ''TUBS EJVE " i --.-f i � � i�441M1E tD 1rADSR y, 91.a ud 51anW5 � 6- a.G �l INTO I :Inky' WOQ� STRUCTURES fly � - ' - , r Wn. T111RF.iiaEit 1'RNEIRASIpN PP,fAEr1 EaNCiOTE: � - ..-[.--^••_._.....,__.._.._� s � .�... _ _._ P � I � � t TO f pi P ` It i �_ Ntliti PANfS: REQUIRED � ".. I 4 `�! i E � � € i i ( i I X ,• - - I,I.. f f (U4E 1) � ..__ ." -__ _ •-:, "•.-.•'" _-. ^•; .'^ + ' . �„ �.J # mL_ � STUDS:: EVER{' _( *ex ti OVERIAP , I ( I ,. J j W I) i To W FdR. c nB , SinARtTla+ ,.�_3 ro ciAss i 7 tYxkJ Jz' $ t 6•sas sx• € - - � � T` (Nrs) - - ! 3____ I DR sTUeT2 ra.c. •�w • i2 7Jz' ac, r: 3 T I p 1 4 �' i-- - € + � � ..__._ E--,tj _. . �..•.. , � € � l � , i/a' SEE - INTERIOR PANEk EtaID PANEi'• 1.. , J4• � INiER10R PANEI. END PANEL I �, a/C Nxi. t� 0 ( t { ^r fjj Qf qp `,. ,_ SCNEDUCE °A• SCHg9ULE woos NEnaEH'. I 11. NIP.{ SP S , .. W SPEELkIU1SOR$Cr# r.. face qCt. 1/14J a... Ttl ifib 23 I- J �(enst msUb YT Ilx O:O. ANCHOR Y � F MOR I Mni2ANCHOR L_...�-_... isEe fi`fi • :: i-_- - fi---- t -- --__.._..�.. _..._ OR DIRECT awursT ; saACMc TFd ! sPNt„ ._._"��......_.n.,..� � � ,, � DETAIL 1 s WAS fAi}IiNTtNG INS?'Af�LSCALZ ATiQ���� SCHEDULE i � DETAIL }�0 iAQIENTf G INST LLAT` ON P LIGA9L> TO SCHEDULE �` qy}1 I {*+FEE OFTAa5 1/u. � S3-L��Ja;i_Y �!._�IA.�3. �� � � V.R"d#,�1 T 9ka JY' t. --�- •-�• mwnnN J SCALE. aJtB' �ia MAXI>riI A.S.D. IGN PRESSU ATt € ALTERNATIVE t ALTERNATIVE 2 1 J IMUbi A.S.D. DE'¢ ryN p6���+�![ y iIN .e � D -� � f � A R C�?RRES{s9NDING Q Pd+HIED CONCRETE JJIa) �-n i6i4T�1 13i,5/3'3iIi 1r.,a•�i � R q t •,lR`pt` 1MCNWE OR CONCRETE W > 1 � .� • } , ' ; � j � a € MAXIMUM PAN �±TH SC,IiEDU E EF J w/ sPEEDNu1s QED P;:� I i? €. _; ,T' r yApPOtILY T�T�Jg.,.t _E� � �OE'1 aflni•` € to b x7 1/R" Oc.. !a 2/4, 2A/ik a/a � s/.a 1 t. 2, (� �W/i� i> 2 e� iw/is INSTAl.LA7lQNS iN1"0 DflNDRI"�[E EE CONCRETE BLOCK STRUCTURES r' ' � i ' � fA.NwN Afi. aEromr less Yw4.E iBas+le - f 5EE viCxtDULE ° I � $ AttERNAtE LQCATiON � „ FaEEF,RBI[ ^L` RLb � kwrNtM RSPkRA1nFe rusk tlw SI+DET it � Sr.Nrntii t T rR+.Wk la]Fi 1ONs'TOP k 74OTTOlA wJ. Fa : k 7JF^ n�a .*;:• l � j I _.) ON LYFE TO was ccNMnai �_ yAr� - r �`j _ AREA W/NA iJFE SAFETY PANELS LOCATION Of LM'E (SEE NOTE iBELOFII -. - 3 SEPAfiaTWN I -.�-- j i }+ ^• !;. �-___._,,.__ _...__. I _ ___..-_ _._-� i.a RED PANELS PANES w/ OR s,ArEly PANELMAgN1arA5.0. IN'.CON CF UP-SF� rXR-�' PAIF1WtE fDWE er. - WWDNINE 9AK kPPMt+t� 70 .�.4, -tE5 6•-A' s i/i• wemlEu 3 TO ktASS. 1 � ... • E. � _-• F. i - WJo REGLAIdk TRACKS {SEE NOTE , DESIB1t TO A low O TQ ro : stGwdNS / i MAMNAW FMIFL EOay : '•• �, U rl;,. :..;• .+ ...>p , y.:. �,:.,'.. #,KEtRY' a l,U^T PANEL To ' TD 1� pc4TA1:LED A5 NIFSBuRE TO TO CONCRETE � SRTA:RETE 4 E6roKME1E.'. TD CdA'CRE1E ,k CArr177i/ LEalarN Y` DL) daNclatE ANDloas r;.. ,'-' p_,,,„✓��`, r;�;`;,";„ .r' .� < � yr DRESS cDwcanE mNaRErE (SEE SCNEaUYE aN �'�'.. ' .. ,':•,.. „„. IIFE sAFErY PA°tEl OPEAIMC SNal.. ..: ar /� pttlMD - t. BiLC1t 1MOCa gaCK 61DFJe : BtDCls OF TNE1A SEE SfREt t5 FOR AN0gR5 TYPE # SPAI'.YIG fUR WSrKLATANS KID WOOD FR,NK e1HDAaG.. i. I SHEET ,a} 1J i I L KMAtS � INrON6E6 W/ riAR HANIXE W+WUM R ,mtCa1G4 AND MINRFGM ECdE d6rARC"E A Pi11GiTF,if. ON XIaS iSM.WIi£..FOR +: F: � I Eo PdIrRfB e� TO FACatFATE rN5fAtMTtdN � RtTENpEa 6' N/A .NJA NJA 6• NJA $• N/A 9" NJA '.1 h 2 �YH>P). " E.D rF&4-THAN WaaATEd a#I 5,19,EdU[E 11F9pCE iNckgR 9PAd6Yp 6Y IAd.tePLmrO SPACM4 TO 6E KKSTAL;FA OR REMOVED FROM INSIDE SS.O. w72,O •. - • " •' 5-0 t� LESS SNa'wN aNSCNEOMTC DY THE FCµLORwiD FAC'TaRS. r+.a TvuS OPERAPikMt. TO 6a PFSlC6LE.:. :.. CONCRETE ANClIaRS ,';„. DF STRUCNRi.: 9 7 D B 9 B 8 6 B 9 (6aibpM) REOi1fd,D SPMSNG T.$LNNiS iF9Na FACTOR SIILLi ft6k BE LE59 tlµrt eaA`NIAI sacxm O (SE€ ECIiEDLLE dd1-,-.�E:2 " RlpG1TEb F'pi FIiP ANCHOR TYPE AT ANaMRb sue. ( 3NEEf +4) 5Jeh 7ATIQN 6' N/A N/A t4fA 5 N/A B" N/A 6° j N/A � 1 h 2 {TOP) _ + fi .;. ?i' INdad PLATE .�,1L�l3. NG - TALLATiDN „L; ,�yND FLQOR LAOUNTiA[G 1�AL.LATIQN SIDLE 3f32'dt• +55.0 -72.0 - O. 7O- i-6". .•- "; i RetrviU±ED R. s. ? 1/2. R• B. H" s« I (N) AFingrt TYPA _ rJ+^P_ tJv. ; ,,_ 1["" { � � i rr� HATE I; � L. � I PAI'iAliOE lWEWaE +- '�'�' ®�� 1 + 1 • / B' NfA N/A NJA NJA i & 2 (TpP) - FNepi is �.-ae► awr�u , t SECTION S scALE; SIB' >a I. •- SECTION 2 scale: 3/8` v.• ,,,,, aAP t•-s^ To $'-6' s s J z-IJa • y NYfTFS ON -TIFF SAfTT 'aTTN1M RA,.„f+ aySTEM INST•1 ,•iPON a - .... ... : aeaakmtatis H*} a...- S Raww .ev ] J ,n 3 T/A ALTERNATIVE 3 ALTERNATIVE 4 U • .., �_ , AOTM,.Ea: Dl�slrtlk} - RACkaR PLATE ALTERNATIVE +.., T- LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) INTERIOR PAraErS. REOVaNA I OR A5 AN [HTFJt10R PANEL. (ANY PANEL 16}C+ET10N IN BEiwEEN FNO RANELS}.. f $ iAETERKAIi WD41lWr LIFE SAfftY PANELS MAY OR LADY NOT BE INSTALLED Ai13ACENT TO REOULA4 PANELS NOTE kl At Erm PANRS- S.GItEi€fta�„$ 1 ' €�Y! FrOoa MO94NT CnN01TID165 wT raDTT N wr" F I2' A i r/a' � � _ v T d` 1r}•+ i LAG CRT"* 6 #a: WI .l2 � (WJ OR wj4 REBULAR. TRACRS.) SEE xdiE 17 16,E NREa�•D PENbTRAiMR1 as _.. _. Lan IiRA55 iNrsralw Wt A't I��('� �j ��L� fA,aMW ASB. ,. trnC b sJr tw. siAtw TaP FIN, TAPMN y NA'AE) � T tsTuc p s tAo R1Gt TaP'ty>•rAC'+E} APPLMABLE m __� ,n,ls+-.zakr ss•; e- ac � - Jk� �^.�•�,j Ar:1' :C WOQF�. FRAftdE. C�•}�.,�(71'.T'IiDNS y. ANCHOR LOCATION � CIO ?. tiiE 54FEtt 5tM PANEL CONSISTS Of 0.039` pA7.YAN12ED STEEt STORM PANEL AS �Ia+1iTLL�. v dESNN T CALK- p - _ SEpT10NS E 61 NA%rMUM PANEL iJ+Shy PN:E'iMAxE ttNA4T� m DR d�acl lr� 0..3a 5( X!!_R---.-%.. t�.�..� � ALS-_,..� PER COMPONENT I Sf�i7 2 CF ISRAwiHO,.. SCALE 3J32'«7' 'm a 0 OF EAR T141, 18ti...`-, �AtE: Jja' . r' THIS PANEL ALt NSEl.F TD 6E RE'MDYED DR INSTALLED FRgM TiAE INSIDE OF ar11MD��iaET. COT �ATKI tENGTN "d,. [!L.) ;g iPsANitWr,. ..�•--.. _�......,. ___. .,..,.. _.._. ., STRUCTURE. G PANa.N1TE fN1B e 6 O.a. w/ 1 3/i Mln. ,ANt6i11nXINllrrrr a L .,.., / iHREAT]FO PEr�iPAMIN tXlSiakG WDOR � B ■ ■ PLATE NOTE : SiruTftR ULYCItS ikff SIMNYN r'aR CIARRY +49.2 -81.5 3` - 3' + i 2' 4 T J2' Z ($QITaM} 7'-6' OR LF55 7rT,S� EttN11NNN 3. tTFE SAFETY PAN}�. REQiRRES Tap TRACN TO BE caAPONE.NTO6: OaTEaM 7RACMt TO �,A,tA � TIL(lT +ST.$ 5" , 3". R•: 2 (BOTTCIM) 7`-H` OR LESS ��.��EN�F WALL L1�.Q�.* I,°STALL4TEifN �����r�`.0.�T1�(l�•+i 6E COMPON Y�,��J•,AS +'ER 5HEET 2 of Tests aRAw1NG. `1.s, ,�ft�•a_,,`,:... yJ'ONii 2aoNiTpw.� ��rA6SEWIrEaStAL�LEo� pRgFwoP�i�u�a:p FgLLtHMNG SECTIONS t & Q� ENS ':;S '� J NG.44167 ALTER14, NATIVE 1YP W y +550 -720 2 i/2' z I/2` 4' 3 t 2' 2 (BD7TaM} ?'-6' OR LESS - J � EN sue: 4�A � •. v +55 D -7Z a 2 1J2' ti 2 1J2" 2 (BOTTaM) 7'-6^ To G'-n" sDME: 3J6* . i. �•�. �G SS ' FLORIDA BUILDING CODE {Hi fi VHlac€ Hurrlaaaa ZCne ;°I°?e FLORIDA BUILDING CODE :High VelaCl Hurricane $ahB T '• = FLORIDA BUILDING CODE (High Ve#odN HurTICOne Zone) �,[ N/A N/A� s" _ Ja: 2 (BOTTOM) �'-s' TO 13•-$" TAixLE �c ;: NO. - f Mia. LENGTH FOR COMPaNi?JTtS:� 75^, a t ['LR•. -. � - 1 +SSA -J2.0 - - Gt MCA. ANCHOR BPALINa FOR Pd#kENT./�"lANCNtNtAGE AT BOTTOM A LIveN oN � �, rrm� TtETE[a. �. 20 DACE GALVANIZED STEEL STORK PANEL - - - - - S(:HEaUtS t $ $ sN,EET 14. " I •, +4 _ dRANN Rry Y t CF 4 � IMknM Be FP, 20 GAGE GALVANIZED STEEL STORM PANEL Fr _ TnTEto. Ffd. rp. COMPONENT MAY 6E PERIeaAtErii tNl Rl;IIpVA6LT- �'� :. iE •� _ --: aMw» � A cw , T-•,y4r�._ �•� 20 GAGE: GALVANIZED STEEL STQREi PANEL Z V T.. INSTALLATIONS ARE aNIT FOR BtMLOdNfS WITH 5.4. DE^u .DADS 1)P d . so s atJn/ama.. GLOBAL PROTECTION PRtJf)IiCTS, LLC. w� � s SEE T1ETAtt5 FOR IWSTALIATioN INTO woad LRAM€ BLALOlN6'B ON sHErr 75. � 9 . P :' �`� �c r► GLOBXI. PROTECTION PRETDUCTS, LLC. +ss.s: -32.a PAT ANo PAAta-s LEama1 w To e'-1r: %s9� •.,_ FL R}9 GLOBAL PROTECTION PRQQU475, LTC. nac OR 1�. C kw O INc. 1��w'II G 4P O INc.. p �y Z '�iGi Off''. •, •. •,.,• saw Sw. S/ smFET +66D b.w. 51 SrI1FEf new•i �� M+ O INC. F +•� # a COMPANY aYSE, n Srsu INd : A wvlE. Fk. y»»,e a PIKEFOR ua 'zY4°w°J zaEcwS peen tt�a°F°Ed ��s ,o Bs sounr�RMo N ''y�F,5',,$'I A4�• C'te�,"'+I�j nwr TEanRa s sNa+NraaNa coMPAar � ri'aT4� {; SEE SHEEi .+ FOR DETAIL APPLICABLE T6 THE NECESSITY FOR TNg INsrailArpN OF Ata.:aaa raraar n F,IM:.' beb 2aW i,76:w.x.am...;a.' waw n.:an+r wNM� le:u7�-tsk+s. TAX t -etat 2G-ti5 «.x. rr. a. rr. aaL wmPA tacos a mrw Pwm� Ra tsr5 Fens: esa r 2i}-176 SPACERS AT TRACKS INSTALLED AtkiACENT MO $EYpNO TO STUCCOJWOOA @ENi}S. NAAhN. Imp aN•ia5a . re , saogn�an-,m, � �AS x (as^f) ^B1Pt DA#wre Nn� w".:nr_rAn �Fiees--NIIrN tiiiN Q wa rA-aaaatte an . ansx.k ws r ken. xae >Wkwwa TIr ` wnn • Im»aene� �- f MOB-a7s ens aPas,Na Nke PE SFAtJSaNitUPEJOAR wN.TER A 14�EIitb„ Pd , wa er-ra a - - PL 5ENj5MMTUfIF/a§TE WAL1EA.eL iRaJr dr.; P.E Pc, Nl4/#GNATPRP,JIMiL'. wIC1 � AEI RXJr...P$ a.w kPCPev Aa _ k _ SWEETIE tX $4 t - ♦ . - SHEET tk eF 36. - lYe 4}I : SHEET N0. SH 1.1 12 3 MAX. ' MIN, D.M.ar _.__. ,__.__._._.___.. ANUNORS (SEE SECTION ON SWEM 17, Ia. 19 a. 2O)__. __.__.,,„._.,, -_.,, _-....._....__.,, 3A(h7, 44/17. SA/14 Rl11, i8/17, as/1% 3 MAX; ITAW 9 7AW ,9 a hew / 1' �• �' h . / ILEw,+2D � ! 9, 7ew/19 t �rlm Mxa.'. _ 0 0' 0 O I 11i _ _.�-_ _ .. _—I , __ 0 0 ,' CA f 14 I I I � I I ! L-I i � I 1 I i , _ 'I T ­7 —1 � -1 �7­-------r, ------------- --- - i I,U DR® .-4- S�ibP1 PANG ' i i iQ i i . ` A SRxtlt �'% ' ' Om@'" ' T - g.fEA st(aaa Pa1ct , ___ _' __ I �Aw ' '"nl : -- i , -,4".; ,^.s. LLS I ` A MAX. ' I "°'+ HOOTS r/7MY : J/Js"" " "`v r y 1 t _• "` j i . i-.. _ PANEL LENGTH -,�.- f" am Mat WAVIER A "4 I; '."� ;, I (SEE SCHEDULE') ...._ OWE G - I ` II I ) ly_ ! - _ _ , }'-ErAROR 4T IfE St4YI'Y- i TANFi evtTOM mmk2ls _ i 1 , I -' '-" Wp3 Mn AT IBi k iW'Nf IwB .A=tME1XAP+^ ' ' nA(TT, 4A/aT. 6A/IdT, /17, ae/tr, 58/It, 3 L I. MIN, 6AW/t-®, 7AW/19 t & W/20 6@%"!1& 7@M'i19 t WN/26 7 MIN.: -ANCHORS (SEE SE`L'.T7lQN ON SHEETS 1 48, TO a 20) SAFETY STORM PA,RELCL ELEVATION SCALE 3/16^=I' 1/1, I w SECTION A -A SCALE 3/I6•.,T• It .. 4 + .. MAXIMUM A.S.D. i Mox. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE I L (ft.) I RATING (P.S.f.) (SEE SECTIONS) } TO GLASS CDND(itON +55.0. -72.0 e'-3" 2 3/4" UNEIOLTE-0 INSTALLATION DETAILS FQRQPTIQN #2 FOR LIFE SAFETY STORM PANE{ SYSTEM INTO XISIING WOOD STRUCT ES J" _ 1.1I .; ` .,ram �: ' .. .-_ ., ,: i•; „ ,._- , w `.;x: WDDO �IFADER .' - •_ •'.: C AlDC' H '+,, �' `:•-.-•, , c ::; r. HEADER „.�,, •<' ..,.. J ... i I'; i q FADER f WOOD d 1•.. ,.»,.,..:. v .f HEADER °"REDUDAm 'AFEO1ra,E0 "`RE1R)4)ED f':. _, IL -1., .%::,"'�, rI ,, ,, { S #' 1 1"r T 9 '... ,C. T 4# T 9 TAPCDN w 6" O.C: AaCON ME' D i, ,APCi3,' ilt 6' O.C• T #`M T.... B• O: . J AP XXN W E „/ f ... 1 1 2 NL TINREPOETA it / MBt. MaW10ED 1 a` MR+, '. - ,. , ""W i ,. ,...,.. / / : r !a � TI/ / TWIREADED .. s^' .� a ! !a. T1dRFA0Eb t I +_ TK,N '1: nON AlWOOD PE. AT , AT PENETRA FA.IItUTI©N WORD HEADER WOOD N A , �S AT D - I R IK+19ER t tiEAOEi! IL f'' YffACPii 1 N '- PEW RATKM/ w'W ' 1ff�.10 1, i I i I I I ! ! t' 11/ ' 1 4- } 3 _M m AI x F p I. T 7 1 } t I T I ), O IAA. -',? Mlri -];`F NT iNT. v t' L„.%�tl . s,„......,. , -, lm 1 G a. , I 3 tab RsTIW , [, i {: TaN. 6FPAAS ' """"":LLLLL GLASS I 'L. Mar' y' i }} {5E[ .('- I + m I PAPS. [E4K.iH 1 PANEL LENGTH ; S is) { {SEE bAT€ f BELOW) i W S«Rct ip) L` Ya.. I I # (SEE NITRE 7 BELOW) # L' MmI. d ,� 1 - PANEL LI BE PANEL LENGTH FJLNSnNc - DOSSING I trm., SFPIAMgM _ _ n4A15 - L-. T4. 9136.' _. _ _ �,t__ iSEE NONE i BELOW) EXISTING m 5iu5 -_- 4 .. _. '��`e'�::... (SEE NOTE 1 BELOM) s (aE 529014E" SlaIF0l4['"' OR sHB'Eia / ._ a p A 20x ,.. BEET T / f : 1 5.5: M S W _ SS S. _ „__ ! M w g a "A 3 i t i N 3z`� 7 I ro ( /B-u t I x3fa f W WINO MUT Hui NO „ ;L ..,... r,. �]y{ I t' a I I. J !2"g 1 3 C.W 1 T e 0 °' I MN 3 TIMNAO[D I PDIETRA 11N T _— T _. I j I i :`MIOFAOTN Or PLANET ___ _ ; { I I 6` 6^ M T ! {n� I I j�'j I { I $� r I 1 t ,. 1 #,. 4 M "P 2043 W t CANT COFNT... -`.,. ; , : _..! / a> , ,.. - # , , 2 3a' ND NUa WINO NVT ri T..... J,.ld'"4F3! WT J 7 �''� ., .1 „ .. „ -A3l,Sa 6 TiG N+n 3 32. , 3 32 THING . _ -. , .. ! W.. 8 ,J A9AWP+ Y O , it , , .. 4 21 ,C 1 R9f a'C: .,: � : 'WASHE a O. NN rMSNER WKi. ,. ) � I 1 .. �. , :. . ( ,.. < I . , AFY:KNN 9 6 RC .: s : ii.(• Id.. -'. _ 4 4 i DN ,, i 4 ti< „- .-. c .... :, , i APC a 6 O.0 .....: . : :... . S.. P TAPCON # 8 0. : ,. - Y, `._ ----- 1 E'i :;If Wfl ifz m THREADED �. , It . -- :. '. fSTAGOEREb W} S1W) a _. I i �..- ,.- _.... -- TSTAAGFRED Y/s StDD) � ', , ,�:: PEIr�TILtiIO6i A7 1RGWIDTH •..: I I+d -, - - 1- .,. ,yj}=,' W/, , 2- MIN. THRFTOED :. I< W T 1/z• TAN. TNR+DAosI '• . I!i= PLATE '. k ... __.�=- PEMEtRAPON AT Nv!>MTDTN Y s,_-_..._ - AT NkOWIOTH < ,_..�_3E: ._......: I p; i 'WOOD PLATE M'000 LATE OF PLATE OF PLATE �O _. "--�AFOINRI PLATE ._. _,__-_.._. R #- N00D PLATE __-#.. �� ' ' - - �'df{U M ISil IWI�T�N WALL IItOUNilNis I� JyTN)H 9AW i RjjNATIYE 0 REGULAR PANEL SCALi s/B".r" I REGULAR PANEL sck._ S e-l" S A.E 3/6'.I' SCALE 3/8'm I' MAAHUHNNAM 4l�'� A T!LL/7 �,ENSF ,, FLORIDABUILDING CODE Hih Ye]oalT Nu one - ne $. � 8 H Zo ONLY FOR BUIL0RN65. WITH Q£9GN LOADS e - 1, ITO NNA .!&S, - 2.0 8'-' uP TO .55:5. -7aD PSF AND PANEL'S lEMcn+ tm TD B'-e'. ? : N0, 4 1 t * ` m .1mm `�G' 20 GAGE GALVANIZED STEEL STORM PANEL FP, DMNL BY; 2. FOR NEW MOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE SOUINEAN iNNE No. z. w/ SPECIFICDENSITY of a55 OR EauAL ;• - �, .-! :s _ -5� 5f.< gTA _ ! GLOBAL PROTECTION PRODUCTS, LL C. °� j fj )b - ;' F +BUD x. 6, smm �'!+ Fw• •• y . ,RAO a DI RM.O o N1P4MY D*r- FL 1739#. .. FjA {•�,, ••• ••<-{� x«.Tae. a. alsx:A'Mlw ar.A 1119ss.4E (Bs4YM-16W FATc eu' dm-&7s7 20-176.. '..:I,,,, 5{f3. A'��.... N ., 4r,. 4W F.. ,. {Nqb Aa, _ :,.. ..�.-,......_ N . ..,A" .. . Aa. uxa,xNa Iw- AWNNH IAAHA P.E. `TEAL. TE - R'A`TUfAZZ7Nr., #P,L , .Lr- A "" - 'A#CT aA DE 96 QOMPONENTS FQR SERIES 2000 & 1000 E-Z HANG STORK PANELS (SCALE 1/2-T-) S91 `.._. --- -'____ - -- - 15 iB8 SOtAI WYOtH i.250.. ( ) . . J' '. � i y`_'-".-".-- _._ _ ...-- _ ,-1a,500' (EFFECRVE WRTHI--�,'.._.,. ...-------__-__1-­.__, -, _ _ �_._-_.._ 2.25p• I I A- !4 } _,_ 5 ,,.. Y.350 -"R-1,3,30'-„, T,. F 330 .., f4 i i F i .OTs' .076* ,- a,S 4` T ?P TIP, r 3 zs1- ' D.036' IAMB, Tt%Csc - HEMM SW- I aNLVN42m EDGE I STINT 9 I' 2 i z.au• a.Dao• •3' s -2 .HEMMED TYP. AS1M M653 1I . ,,.•P'- + -: { --.. EDGE _ GPAOE 60 M,NBRUM DETAIL �' L_._ j ` i G-W GALV `' L➢F1Ail A ,: 48.8' � c'+�"R, 5 .,2 ' i r iLLLL)+ { \ 3�a I t . G, R 5.i50- 250 :�°;-+""^2,47tif-•----I ,SLIT. A (I.'�"iT9r.1�9a_=."-= f 2,470".............r' Q• $€VERSED 'hW TRACK tiJ I{�� =12 -U' TRACK � PNNEL<$_CN0 LIP ' w/-HEMMEO EDGE ' ,! T aT3 I / I I '5.,,, '•x•-.. i�,.v,...,-,.. NITS"< HEMMEQ } I `.i /fj, - f IE 1175Q i pr ISOM IC VIEW DETAIL A a TIED' 0%. 1 ' 2.060" I ROUNDED CORNER 9 ENDS OF PANELS a I :. END LIP W/ HEMMED EDGE 125 75O^ I ! ._ 1 i_ `t (N.T.S) - _._i a.I , xi a5` {-JI 240' —. ...._-.,..,:.?,. W.----____... .�. I: / "A! TRACK (5 W, "., 0 (g '!1A!fAia1E 5 At,l M MCI E I T/4 WIDE --I t--.125, 6061-T6 Alum. ALLOY 1 I I1 T' �'yS 1Ala /H. g i¢ 750" .OS$' {iyP.) ,j±. '��j��a�;J P 1:1 � � , i No.44 187 . c I ) Hi h Y a can6 H Zone) • FLORIDA BUILDING CODE Velocity Hurricane R I ---:750'- -- = 2 € M mIVA pK Fy. 3, M rx zp:, ATE OF __ 20 GAGE GALVANIZED STEEL STORM PANEL CAN. 0* O. ORt4 , c. -IA � ,,,�"s ...<.• GLOBAL FROTTCTION PRODUCTS. LLC. (ACM ALUM, AN T ^,ATE BAR A`c X� vs/ MAL � jaaLZ� T'W I/ti1H-I f ` f'u..+" 4W SA St $IMEET IT" LONG XP EPNacowANYE R srs20-t75 A. N.'aGa Y."nA n iM.7545, FAfr; (W -471nW03-TS A)Um. ALLOY i' }m_1Tw, n., »rAF,. MMa"" PE, 6/DRE CA-6A.16719 Kaw Aodeaw na' *w N. - WAFTER Pt , u,G.N 4 - ' :.SHEET t2 1R' 3B PrAUREO CONCRETE,, BLACK_.C.0TPREO '. INSTALLATION 12L AILS FQ i .�QN #2 FQ� -LIFE SAFETY STEM PANEL SYSTEM 1NTQ_EXISENG PO QNCRETE OR M&SEETE, BLO!ZK FTRUCTURES TAPCQJ ANCHORS T�/4' TAPCON ANCHORS 1/4- tAMM ANCHORS _ 1• 4• TAPCON ANCHORS 04. -� I. 9^ O,C. O 9. O.C. 9�9' O.C. a.uNxn nrw,raarrc :`-� Err ran. r�.,.,.rm .w`M . ..,.,,,-",...,.<.:..,,«. .'l EAR , 1 I I E.0 k I EO+ i _ [ EA-"# ! 1r,{ zy _i €;;1;, COIMI: CANT. jcfRfTII_ NYANAMI, to .. } � 1 - .:_CS ` I . f ro t IId atawWA ro - ir wEG,APan )" ItlI�EX,pA�m {.. ,� F Wt6sA9c to g ItaE toucs ,19 T + 1 w EXLan' STa:I I EM NSyJ : F.y[d9T}rfy,,,J E718+•1119G.-} j GtAss I i Gia. Goss rr,., , , k . ;,�,_ OLA55 r: I c1.As$ 1 ._: ,,^, ''x g,. i _ I i I,: , s 1 , { I n� I ,_ 0 IN I �i ,/...-awl. Rya . � _ `e 3 Is HL I �' W9 ./ 1/aY ._ } } iYS. Mjm(e'A a _„ 1 EWE( aW[ALeA 9 I I J/Jt• 9aNG 1aR IA----' I obE'P r:.._ s . ( r )v p. I I r I.F. ✓.'I,s yr ;.`,'¢ , 1 A` e.:; :.. �' j x r <L:.:::• 6` f 's 9 ( I ' LED* Eq r s �" -I i 1 I ' f w _._.._., �, / , 1/4'!-aa.3!#"ss: Ms.. w! T . a 1!4•s-sDx3}4's,S. M,% w/ f'. r 'Y}6^e.a/32• wMO No WASHER ". -; ""i/6•:,uil 11 %7NG NUT WASHER ;; ". 1 9 i2 T/T" a.C, +_ (eEYONO) ",,T/e"e A 3/31"` w,xG FJUT A# \,_ ro x 3/3a" wY4G _ ant WASHER 4 12 1l2.`TLG: wan. j3ut waSNER (HE4ONhr) i )F4'• TMCAN ANCHORS _ #' I/" ANCHISR5 ) . __... 1' tAPCON AMCMGf 1 T k" TAPCON _,,. _.1, 4 )/2` D O. .. 4 1/2` Q.W.'„ 5e s 1,Ta' Q.C. i '" ,"'W 4 ANCHORS o,e. . Rf1A1Y4FA (STAGGERED' W/' STUD) iStAGGIRED W/ SR,tO) r ,_-_:C.OIJRED CONCRETE „ ,-SURE) CONCRETE _ .,._ TEO CONCRETE POURED CONCRETE OR CONCRM BAACK OR CONCRETE BLACK OR CONCRETE BLOCK ai CONCRETE BLOCK WAIT MOIINi1NG Ii STALLATION WALL ►�iO�I.1 140 INSTALLATION WALL MQUNJING INSTALLATION W REQUIRED AUGURED SECTION 3A ,'T#ON �g •�I, 6iOUNTING,,,�N�TA t TITAN i 1 p N O FETY PANEL A f nNia P N f t rc c TY B a i!._ A E LIIE�, �itl.-.�.� IIE...•...i�.A�+�.>rL, SMILE .3/8--I-, SCALE 3/8 1, SCALE 3/0--l' SCALE. 3/W`.'I.t' tl#5e 5P�ielNe ram' INSITAUX ORS #no & Tr 4 '� R7ML %T ! M W%CWS AND MINIMUM 4 gas THREAT aPAcwa {..S 'a i:AEHS •< W" DTSIAtLCE ARE N ATED oN TMs .."Ps AKA ICA.- s �y� � � `" \ FLORIDA BU)Id)LMG CODE (High Velocity Hurl %*00AE MR to, LESS THAN 119KAlEO ON FLa.M.I Drr..A. B * &J a 4i6- - SIMU E RW= ANCHOR SPA04 BY LMAnPL"w SPACING SALIVA ON SCMMULE tM WiL:iA, 0 Rcm : TIo. # £ xaosa w1mo' MAT:. 20 GAGE._ GALVANIZED STEEL STORM PANEL 9Y nR FOLLOWING- FACTORS. MR THIS - aPFRATKW TO P0551BtE. AiD1A:F0 ' tom.,_._.-. t.. - SPACING OUTARNLD LOW FA" SHALL NOT <v__ 2 I/T - * ' TE 0 s . m__ BE LESS T 4AN AM AMA, sau.NGG #00,1E0 - a» a' T!�_.,= GLOBAL PROTECTION PRODUCTS. LLC< FOR FArGH ANCHOR TOPE ON TINS smeovir 9' p?'. _� ■94 ____.__ ___. .__ . _ _ fJ p pla fj "m s.W, 61 SAW 3 I/2' '..'C.'O�i.',; '.:'G� Na.0 ., xw. a�.M,16'. n p314 i aIA TION ETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXION- WOOD SIR CIURES �_­ T.� ' I i ..,_rv_ hT ;Ii y!� 1, 14 �§ { 7/4 TAPDON 9 B' O.C: i 4'r TAPOON 9 8" D.C. 4i ' Ik j2 MIN„ THRRK}ED r#',. 4:3.. 1N % I ED M TTI)EAD !a '" - PENETTv.T1DNAT' WTX10 PEAZETRATttxN AT WIDDD �i 4' H J OER HEADER s` Maa: M¢4. - __.__ -- I c �..._._.. I? WORD iNEADER, ; '� WOOD HEADER , 2 ' d f I M� I ' M' T N, REOU9fEO -_ RECINREO i 1 s I :1 i e ! 1 0, 1 GtRNP, ,r' . 1 I I I Ate.... t I I I Wa 9ECAM M aAss , F-- (`ME SONIOU18 ON SHEET a 1 E815TiNG ) d ''.. Afn. sEPARAtoN ' 'L' Max.. CRAASS-` i L' M ". ro IXISS PNITI LENGTH ..... "_._- Y`.. ` PANEL LENGTH `� ..-.. EXISTING SWRST ,6)sdl ISM NOTE I BII'dM1j 1 4"e-20x1 {5£E NOTE 7 &10W} ....._.. �;--._ t r CLASS M, --,,. J ' .r 8 x332' ! // T I W7N0 NU m;t I I �d' {{{{ _� F � � I i I_ I I ­,_­­,_, ___ �­ - -1---li I :'!! ! i i - ­'- 1I I 1 {j 1 � � -: 1 �^ i �'j 4 I A' E0. E0, i I' "` _..- 1 EO. i1 E,O t Z'' WOOD PLATE'. y § L7,/TL'o A 3/32* WIND Nut 2 x4 WOOD PULE •4 1 !I 7/6 F 4 3l32' W1TNC, NUT REQUIREDr " WASHER 9 6 ,!4` O.C. 1 ! _ WASHER 9 (BEYOND) 114-10 PANEUtATE PLUS - _<_- 114-10 PANELMATE PLUS _ 9 6 i!4. O,C, w//1 7/B 1 0 6 1/4- D.C. W/, 7/8 MIL TNRFABED PEAtET /8T - MIN, THREA'NEp PENETRATION `, '! I AlNIDWRSfN OF PLATE AT AF P[A N1E7N1D)T{ TE _ ..:'�; WALL k40UNTI�G 11 INSTALLATION WALL MOLIKOW.U.NAABON tMWTHnN1RNNAAA SCALE 3/B.i" A vLEIS, ' .. SCALE 3/B``j" FLORIDA BUILDiNG CODE (High Velocity Nu cane Zone - L _. ' • NO 44i 67 ? - _ t°T� 20 GAGE GALVANIZED STEEL STORM PANEL rP. * '`'•-� DAMN BT: - I. R+STA_LARONS ARE ONLY VAIO MR 6UILDLNGS WITH RSA. DESIGN -LOADS x .A • ` mom( UP t0 +55.5• -72.0 PSF AND PANEL`S LENGTH UP TO 6'-8-. a _.,_.,.`„g ! #w• /� a. FOR NEW WOOD FRAME CONSTRUCTRYW. WOOD MEMBERS TO BE SQUrWRN y j0 10 ..<.f '- 15. C !R tNc. .. PROTECTION GLOBAL �..51 Dt)CT.�kA. LLC< pATe PIKE ma 21 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - ,r •-•- ANY dAWt R 3J)L4 i'(+ <,,. •y �Aa 1MH R, A'tp4, W.41. aW.bn n STIR PHOI (6S4)pep-75* fAK' { 0boo-fiom, 20`• t 7 ' I'I' 4 1®D pit f #9 Lm pH 'ipl Lew wNsnM m. w Iftw#We, - G W , i!I."Y IAA) H;NLk%v.. %m/ ,TUHe80A'LE WTER A T1LLR ": P - ms r.T• .-':: RUSSIA ' .. p _ v * _ W _ S,WYiT to Ora 3'/24 - (IRE. "ORE 2 6ELOO (� 1" 24 4" 4 W/ 0% W/o (9)-(D B (SEE NOTE 2 00M 2.' 24 i' 24 � +` AT 2 /� JIAxi`SAm / / TIER. I / riOlt E,NOTE 7luanll7 PER vAL - FOR WMCRETE ANCHORS; SiE ff @-' @ FIT! 3' SOIMENJ ON S}MEE-T FSH ET120 SLYETI: _ !' MM. tXY1EY$IC ANOINTS I11P,T 3' Mox. OF x -Y ,•_-.-I { ) , _. T• MA, L� stAEDLA,E ON s1aEr zs I-Yex.: SEE SECT IS ttl7 9'Ett 2f :! i -}.{�). 1.1 DR2 ,' yy OFa.) #.. ETro o C9 vz•-`I ` t [f €€ {I p < F � I I I ! I 4 1 [ h Y I Tal { I T. [1 Gi E i' 9 {1.]-, I I iy , - -T,rr-:-„r-.. _"--�.-..-....._r,-, n--'T--._- ,. ,._r --- 1�_r-1"'F_T, 60 %'i.•-T.--., :-r ,. ,..,_<.^_ ,..r,<.�....-.. _ �T� a-e-sus-y-+ -i--� so 1• 00 P bR P _R%1R lNIERIOR - { ,MILL) , {INNER ANtOI (Rn` P'NFL) { PANft) P. INTFROR 9NTERWi1 _r Y -- AM PANEL (E� ANR 7 { T17TIOR PANTS LTO { ) 4 GA L? PA/BL) ( ) ( PAfiEL) - f ( I SEE � 3 # eE1wW ' NOTE j( i { I # d I I � i` 3 ` + I sEE KOIE 2. J. A eF1AAr �E 2. 3. BFLOw 1gTE I � � 3 ! j I r SFP NDtE 2. 4.I�T.t1ia { t ). 1 I r # I +} i I iI S I d 1 - 1 I - 1 I �� T ti 1 ..t � 1 !. I i� I •'f-. E�etl I 1 N I I` 497�7 f I i I t T$, T`�I' ,i li Ts Tx iI#,.� d I17-1,. jz I I �I Ii 11 j j1 1 9 i i 1 I S O ;. t }E I (;: i TED PANELS 'AI-. _i. I'1. I I ( i i'. Ii ' 1s i I ' •M #• I 4 //:w P 1 A1S w I 4 I ': 60L1ED AREAS I - + I`� j { / E' ! + I 4 Y- Ox 4• MS ,N W NGMttS s,I }j 1 1 '.3 1 r { I 1 I } I TT I_ I i 6 x3 3a 6TNGNUTS ••--•,:. t _ _.. �d- .... R..-.,-.:-i. �,_�. ..1., . ,�8,. , a i . 1 { I d i V E9 ' 71% I }:. _ .... ., I _ -__ ",I ,. 4O #'L" y-. I'i"_ ae,,; ,T .g ,. T. _T,I,...„ „=,.T. ,,.I I ..I.,. ,.. , ,..�,<.. ,,.I 1 .,., d, I .. l _ '] I li ! tF` I � I I, Id T,I ' I�� � t T j�� I i I i!_ I t I - ' 4 --y:----�-_. : r J 4 r0R CONCRETE ATNC.m S6 gmm Y - "• -r—IY '- MATE ET7P,) A _ AT EE PN}ELS� MAH $Hki E5: FOP 9VOD A'JEW %ENOIT411ELDW'�--MPIE J'.i ` �i -ems Ilk, AT END i/1' 1 i}P' - SF:OtpR5 Lw SMESF 26 1 K 1 , LNER,OR PATNFAS.. To-• W T w :.Str MITES0-OW/,E9 t IFPXi SryALE AtWAT�s PROHL7EQ MOH STAL=jaSE r PRWE,EADf fI//GM } aIAMDIE 10 fACaDTA)E RASIIN,tiAtlOK r REAR NN.X)ME tO FACTMTAtE 9FSlAWLT>QN LF INiEW87Ei) t0 6E RNSTNUM FRON ,�,., TF D 1O BE DNSTALLED PROM ,,,,<$IQ TNSWE tr STRUCTURE. SOME :3/53' « T" - IN�bE Of ST'RUUO7UNE. TEM -TfiALE ,. T` ,. I/4' Mao GAP -I it I/41 Aar BAP 1,i4' MI- N3.P 1/4• Na.. GM -I' [� , _ IMQW! - W/O ®.y�iy�AP V cz(A?Oea4TE IDCATgN - SECT}CN AAA S€ MQK B�-B AT DID P*Us) SCNE s/32- . 5• NOITS . SaME 3/32• + I' (1), 13MNLRON OF SERIM loan: E - 2 HANG STORM PANEL. S15TEM CONSISTING OF PANEL + (1), , E - T HANG STOW PANEL SYSTEM 3"ANSTSHNO OF PANEL, AT BOTTOM AT PANFIMATES, MATE PLUS OR 15' LONG CaI t, TRACKS TOP a BOTTOM, (2) END PANELS SHAU, ALWAYS BE CONNECTED? TO €A9 W SILL WALL'BY MEANS OF P NT (2) ,OTD PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR AN@t.M7i}'ES {Ri, ff USED LY W! TS" LONG j'7��7 TRACK AT BOtTOt1y END PANELS SNALt w CDNNEOTEB TO 2 W/ 1/I 2 /4'"N.S. W/ T/ " €J SHALL . BE PROVIDED AT TOP OF SUCH PANELS, 3 WING NUT OR T!4"#-a0>65 Min. TNUMBi�REV! INTO TAPPED ECEPi AS TO (3), IF END PANELS ARE CONNECTED BOTTOM TRACK, COMPECTION SHALL CONSIST OF DESCRIBED ON NOTE (3) LOW). i!4'i-2Gr3/4" M.S. WJ e'9431�4':= NUT OR I/4"9x3/4< Min. 'THUMBSCREW IFtO TAPPED BOTTOM 7RACk 43) I... FASTENERS MAY BE' AT ERHER OF TWO (3). FOR CASES WHEN. END PANELS ARE [15E KNNrLY W/ 15" LONG �a} AT - BIET END PANELS ARE NOT GONNEGTiO TO BOTTOM TRACK 2 A EXIER{OR FIAT FLANGES OF END PANEL. . SA'P BAR Mn. S)DWL BE PROVIDED AT TOP OF S1/CH PANELS. (4). IN CASE USE END PANELS ARE NOT CONNECTED TO t?OTTOM ?RHXS G.e. A STOP FAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME XNERIOR PANELS ARE DIRECTLY t5 ONLY 1)5ETi Ai TOP) AT LEAST 7W0 PAN" SHALL BE CDNNECTEO TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL BY MEANS OF PANELMATES. ONE MIERTQR PANEL 3 LNG SPECS INO�A 0 . M N CO N USING PE NOTE ( ABOVE S[)C GAS£. NtNECTTtA OF PANELS �y TO BOTTOM TRACK MAY OCCUR At ANY PANEL LOCATION, MAY @E USED , INTLY W// TISAOM AS BOtTQM ATTACHhNG BOTTOM TRAGk TO WALL W! TWO PANEL:nS FOLLAWINO $E%cClNO $HOWN ON ELEVATION AND W 3 1 2' Min, BST F S 4' £T # H EDGE DISTANCE, OR MI GAS INTET A't PANEL. USED Jtl TOZ j$?� a, (5} SEE SfL-T)DN 1', S' & ON 51fE 2. SEE ANC OR 5DHEDUE,a ON SHEET a5.: NOT rf� MEET) TO Be CONNECTED tO BY ANYMEANS. TRACK (<) SHALL iS INSTALLED (ID LEF? a RT{YNT SIDE OF iRSERK}R PR*iEL} RAVE \A J THE OT .A R£ AINPE�DI B/ • 1..1._.. �"'Pi� a FLORIDA9I) Velocity TIDING CODE Ht H Ya at'I Nu cone n L tY H no Zone) 1-4-.1 NO.4 167 mu0 Tom• 4Tc 20 GAGE GALVANIZED STEEL STORM PANEL Fy. aRNat 61; • * z � * ::; 4J': sm, � Y /A GLOBAL PROTECTION PRODUCTS, LLC. or/alo'o • irr tNC.' nOF ,'O} . ,CL VII,- 4w SA- 31 SNEER �• O artias.aaAaxsT 20-i76 <..• N.mwNUPA"»a wnEtea,na 4k iS ;A ' t; . @-. E Atm,.,. fa") pn rsW . r. , 0* V . - Gm n FA OMIT Mn 0.XAYATF. KL••. ,AANMNN TMV441AV E. RMRUCATE" W;M-1iw A LS,. R.L .. ,T•, W _ INSTALLATION DEVILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES �4' TN'CON ANCHORS 10 TAPCON ANCHORS II tN' O.C. p A' O.C, ON OtltaCREtE#OURM Do" 'Ck •i GONCRElE6EOCK ' RE9UIRED - ` REOtPRED0111C i -S ; j Max, T i NARK...._._ _-_._.__.I E.D.+ . _. -. £.D • , , tip,. N 1 - i �� ypro Y- aMtMecw T 4NRr ,aT :i Z EXt5RN.G.� I 1 I % CLASS f C 0 I 1 i -- r .- g;--_.I �', ! 9 I i I I I EO.r I i I " __I ��r,14-1D"m PANELMAIr PLUS W/ ' "-"^i76,"A . 3/.42- WING NUT WASHER 6 1/4' O.C. POURED CONCRETE OR CQNORE7E BLOCK REQUIRED WALL L MOLANTiNG MWAL`BON SECTION SA $ RECTUM PANEL SCALE 3/B »T". SEE SHOT S9 t 20 :FD9 ANCt,0R5 TRIPE k W9d1OR TTPE i�P" A?ilarAIE'. no SPACING FOR WAUAIIONS INTO WOOD Mks mova sn aNR P J J FRAME AM,GNTL MNIMUM ANCHOR SPACOR" AND MIRMU' EDGE DStAMCE AM INDICATED ON 7MS '_osw ME iWs.t,4, p>•) f J:. SCHEDULE FOR LQ: LESS THAN MrATED ON SCHEDULE REDUCE ANCHOR SPACING By "TwIYRIG SPACING 94MN ON SCHE MAE %P-4 !Cm,* W1GA (4,) 3 3 1/2 AIIfIt. m to woom fww 91 THE FOUDBRaG FACTORS, FOR M. OPERATION TO 9E FOS5R1L, REDUCED _._ - y. -_ __ SPACNG OBTAINED D€4A FACTOR SHµl NOT BE LASS TINN MINIMUM SPAt,4JG aND%WTED FOR EACH ANCHOR TYPE ON PAS SCWVRRA9 I ,{Y ." S. '-` .__ __ .x- Log _ _ ns T . r _1 I i , I t - 1 1 - -- n � - -- _. r bi Y-30.1 P.i r/ ,(I4 �G�r, ! I V`N,I z . 4._- T "Lw . I -'1 — 1 '`. �� � 7 { f,,, :1 g^ ED 1 ' , ._ ,_..... I._ _ a r 14-IO a PAHELNATE PLUS WJ •. "" l6:. 3/32' W6NG NUT 9,"/ (BEYOND) ...,.BOuREA CONCRETE CA CONCRETE BLOCK REQUIRED WALL MOiBeiTMM'�G INSTALLATION O UF€ SAFETY PANEL SCALE' 3/8'.1" '$ ER'rL1 No. 44167 P,L SLv11% TtK/BATE. 4t112a TRTM W_ LMEC0, r" " N I%- W_ II 20 GAGE GALYANIZED STEEL STORM PANEL f'" OA" BY DEAL PROTECTION PRODUCTS, LLC< a'/WE, aA E 4e90 S,W 61 STI3MI4 ITW#!E, O6,R -1-151 t,Ao;tgm)m-67Pr 20-176 GENE7dAll.. NOTES; jIFA(-2 F#AA1G S[Q$a PANEL gYcicM 1. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMW (P,E.D-) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 a PANELM47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE- BLOCK SHAH. BE T 1/4". DESIGN WIND LOADS SHALL. BE DETERMINED AS PER SECTION 1670 OF THE ABOVE MENTIONEO CODE, B2) MINIMUM EMBEDMENT OF 1/4-0 X 71C CALK -TN ANCHORS SHALL BE iS 7/B- INTO CONCRETE - FOR S.. R T: UR ' PEED FOR NE 15DICTI7_/WHERE THESE SOT EXCE WILL BE INSTALLED (AAN0 EMBEDMENT INTO ANY FINISH MATERIAL 'StV,kl. BE PERMITTED. FORA ORE KIL 0. I A DiREC790NA1I '. ACTOR Kd+'D.BS, USING ASCE 7- 6 AND SHALL. NOT EXCEED THE MAXIMUM (A;$.0.. 1/ 1/4" 9-20 SS SIDEWALK BOLTS USED SHALL �BE LONG ENOUOti(SHODUi...RNY FTNi5t1 MATERIAL EXIST'). TO . DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26, RE ENGAf;E 4"" ! ANCHORS. 3/ NTO AMC QR$ IN ORDER TO T C L MA N I VERIFY THE ABOVE CONDITION, U R.. TE DESIGN WIND LOADS DETERMINED PER MSC£ 7-I6 SHALL BE FIRST REDUCED TO A&D. DESIGN D BY MULTIPLYING I T WO4 LOADSTHEM 9Y D.8 N ORDER 0 8.3 UV N ER ) CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE WALL• M N c TO COMPARE THESE W MAX. S.0 DESIGN PRESSURE RANI ON ' S ! !A ) RATINGS INDICATED SHEETS 1 a 2b. ANCHORS 5}NM.L 8_ LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE MA PAWLS. SHALL BE AS MENTIONED IN B1) AND IN 0,2), IN OR T QER VERIFY THAT COMPONENTS AND SON $ P_ T R 1 TO ANCHOR TH EO A$ OAR STREWED, A INCREASE IN AL401VABLE STRESSWIN W I THEIR A 7 FOR 0 LOADS NV USED NNALYSIS.. FASTENERS SPADING D W HAS .tlIZLOIDO BEEN . FAST) ERRS PA H BEEN -IN i AN I DETERMINED ACCORDANCE WITH N.D S 2D 5- C CNORS 13€ INSTALLED WIN SHALL NSi LLE FOLLOWING AU. 4F THE RECOMMENDATIONS AN SPECIFICATIONS () Tjp D Of THE ANCHOR'S MAHUF ACTLItER- STORM P - ' A P Md::45 ADEQUACY FOR IMPACT AND FATIGU RESISTANCE 1 B N E AS SUN VERIFIED i ACCORDANCE WITH SECDON 1626 OF THE AID MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT J 2032, AS PROTOCOLS TAS'-201, tt it SHALL BE THE RESPONSIBILITY OF THE C0IaRAG1OR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T -2 IS TD BE ATTACHE T 1 PROP R :. AS D2 AN0 7M5•-203 ATTACHED 0 INSURE E ANGNDRADE Tht}5 .SHUTTER Si4ttL ONi.Y. BE ATTACHED TO CCMCREtE, BLOCK OR WOOD PRAME SU 1NGS, LLD u T x 2 THIS SYSTEM DESIGNED TO INSTALLED ON THE OUTSIDE THE i HAS LiEEN EO BE LAST OUTS OP T E OPENING AOQES5 NG NE OPENING FROM THE THE INSIDE WO THE USE OF A LADDER OR LlfX THIS APhtrGT v WHEN i 'T' i ' f NSTALIA ION S INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS SEAL ALL SHUTTER COMPONENT EDGES IN CONTINUOUS FROM I OF STRUCTURE.. WITH THE E WINO/A CONTACT WITH THE BUILDDNG TO PREVENT WINp/INN INTRUSION CAULK AND SEAL SHUTTER TRACKS A11 AROUND FULL UTTOH TRACK F LENGTH, 3. $FILE INSTALLATION 15 , S 1 WD STN,tA APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WIN WIN - A Y C48L WINDOWS FTi INSTALLATION IS REQUIRED 0 8E r PERFORMED 'ROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS iNO+GTTA IN TN15 DRAWING PLUS ANY gU1LOW0 AND ZONING REGULATIONS PROVIDED BY THE JURISOICTION WKM PERMR IS APPUED TO: A. SERIES 2004 INSTALLATION 5 APPLKABLE TO SINGLE AND DOUBLE HUNG AND HOIHjONTAI SLIDERS STYLE WINDOWS WHEN INSTALLATION 1S REQUIRED TO P F Mf4 FROM 1 F ""1 BE ER OR OM THE ASIDE 0 STRUCTURE- 14 ATRIUM WINDOWS AND INC. E - Z HANG - P " I OWRS, 'STORM ANEL SYSTEM 5 PATENT PETN7B10 T -T 1 ',. THIS P 5 ALL ALUMINUMEXTRUSIONS 0 BE 3 6 ALLOY AN TEMPER. U OTHERWISE N 5 a S T N 8O6 D TE PE (UNLESS OTHER P3 QTED { PRODUCT EVALUATED DOCUMENT PE.O, PREPARED THIS ENGINEER BY YS1S GENERIC kDt PROVIDE ( ( )AND DOES Riri4DL- INFORMATION FOR A I S SITE PECIFIC PR • ..a. WHERE E 7H N T P ' OJECt, W ER E SITE CONDITIONS OEVA E FROM THE -EO. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31 pS-HT4 ALLOY, W CONTRACTOR TO. BE RESPONSIBLE FOR THE SLi ZIION, PURCHASE;. AND INST tiON INCLUDING LIFE SAFETY OF A{Lh T. ALL STEEL SHEET METAL PANELS SHAi't HAVE STRUCTURAL A- G CTURAL QUALITY STEEL, RSTaA 853 RAGE 5p MIA., GALV- STEEL THIS PRI)p1ACT' BASED P :.. EL. s AN}ZEO EL EN THIS PROVIDED IS THEE ONES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TR SAFETY DESIGNATION W/Fy. 58,5 Mat (AFTER ROLLED). THIS OL'tCUMENF CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPON$iBIUTY. R. ALL SCREWS TO BE STAINLESS STEEL Z04 OR 316 NSI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIES), 01 H SO 6 W 50 W' YIELD STRENGTH AND 90 Hai TENSILE STRENGTH W/ . ! SL NGTN a SHALL COMPLY FLORIDAFLDRIDA BUILDING CODE SECTION 24 i.3.3.4 e SPECIFIC P () SITE CI ., PROJECTS SHALL BE PREPARED BA' R ft.DRiDA REGISTERED iEfR OR WHICH WRl. ONCMtECT TO - AM T 9 BAITS BE AM A 307 GALVANIZED lTEf2 OR ANSI J04 SERIES STAIN E I. H I BECOME THE Qi0 R R c I STAINLESS STEEL. W 36 k§' MINIMUM YIELD STRENGTH. THEE OF ECORD E.OR. FOR TFIE PRONE ANO ( ) CT WHO YRLS BE [$SPDNStBLE - MjR THE WILL. PROPER USE TT1E R.ED. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E,D, ENGINEER, SHALL Ir '.0. ANCHORS TO WALL SHALL BE AS FOLLOWS: St1BYR TO iH;$ LATTER THE SRE SpEClFiC DRAWINGS FOR REVIEW (A) .Gd%BEIE (a) DATE AND ORIGINAL SEAL AND SIDNATURE OF THE PROFESSIONAL ENGINEER OF - 1j4"P. TAPOQN ANCHORS AS MANUFACTURED tTY ITV. 8UILOEX, KdC: (MIN. YG.3T92 P.V.i:) RECORD THAT PREPARED IT A 7 ' - T 4 X s CALK -IN ANC MANUFACTURED 7 INC- 11CIR$ MAN TU ED BY OEWAL NC �(ITN, f`ca3000 ) TOTER$ LABEL SHW:L: LOCATED ON A. VISIBLE T 13E OC - READILY 51BLE LOCATION A STORM P 3: tt14'-}D PANELMATE FEMALE ID dG PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSI'Rd)OITON PRODUCTS.N PANEL id. 1 , 8. STORM PANEL 004 SACT ACCORDANCE :7 :S. twT?s SECTION DS 3 OF FLORIDAFT.ERL BUILDING DA BOLD N CORE, ONE SHALL BE. PLACED R CW iN (f,°�3P,6,E:) � � Y EN 0 LABELING TO COMPLY WRTI SECTION 1795:9.2 OF TrSE FLORIDA BUILDING CODE, A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2• FOR PANELMATE FEMALE 10 a PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•IG x 7/8' CALK-NN ANCHORS SHALL BE IS 7/6' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED, SS SIDEWALK BOLTS USED SHALL BE LONG ENCUGH(SHOULD ANY FINISH MATERRAL EXIST) TO ENGAGE 3/4' AlHNM :1R S0 ANCHORS. "re A3J IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS Be cOUNG ON THE EXISTING WALL OR 1,r�.' rIA�7r{ ANWALL FLOtRI,. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND ' SUCH PANELS, E SNAL4 :' ti�66 , J �* BE AS: MENTINED IN A1) AND IN A:2), e 4 : No.44167 (B) tD EXLC,TMG fDNCSFJE_Hcoc,: A,�� `4 * q z ' Yr ¢ I/4. 6 TAPCON ANCHORS A5 MANUFACTURED BY }T.W. BNLDFX INC. " ' _ FLORIDA BUILDING CODE HI h Velocily Hutricone Zone ) _ `- 1/4' P X. 7/8' CALK-R ANCHORS. AS MANUFACTURED BY DEWALT INC. (Fm.1500 osa Q p •., P. Qm 7p,1rr�I �: ry.. �•, �• L �$'F' ` 20 GAGE GALVANIZED STEEL STORM PANEL - 4T11_10 PANELMATE FEMALE 10 AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION .:��b'+Se W: PRODUCT$ (f•m.2071 P-0 —�J' AA1. tl �, •�"„°"" GLOBAL PROTECTION PRODUCTS, .4 ""1/"" _$/ f�C Q Lac, \ 4BJD SA S, STREET f 3'B.Ln TLSt,NO V.At, ti- AU14 ,! A.A ar:, ..a TGA.Yp00W .Awa. n.... #+ N1w UNH)"e-xSLY,'fm (o34)M16a-low 20-176 n.4 Mr'A) x1M.NHp- ia. s 4Aoa±alT-.4 a.I. ai— 4,K A !max: .a" DR.YRIG NA. WATER A de„ P.T. r ,avA .. -. P4. SAL%SPRUiMPEIMi, 'L•A•D,53 . .GNP _ 6:. a7. .. ..r r .:ABET PI Of 26 O CRM T o'aKa6'1E nAIIa1s jpt¢ aN NI a'ma: ,xN4ua ,:. rA.OpETE AtNtIMM MateANd,E Axplpw poWUAt ANF,Ipns e; t .6 v 4.n. ; , s1NIET tp) : ti ;`':' .¢ comma $aM AA4K[ EAI AaLT: y}) ti +faa1' sale ,_---ts+. tA1 P@T AA) •«`. "';E.4 � : mA,T: t ""'i4. aa:e: 1.mr. a' x T aH JRaiT mk •� �1�... ^�, j , ] 14x1' E,MS __�a. SA LIF :A:DNIC✓k1E ns1 tl7 jjj a G2' ac.. Q 1 I E fA Elb W {� { s. a +, 5 w ECNGRM: 3 SATE ti I '\, 19F[ L , k I M,K 1 11ODAi dd � ya, W �., , .•. .-. 4'�Aasa,p/,< I I "" .0. S,M.4, Oo at .{ THE ,IE ea I A rIDR , II„.'*•,! :�i 1 v i "' I r ,bra was 1 7 - _..._.�_._... b�\, w ,� d _1I . ;�i.' flERT l - ChR) ! IU. �. -1 } J I _ 'T � i 6 1 I NOR , PHa41 4':'�: . \.. 1 I n i t t ,- .._ .:_, t , AY � � I .. ]{ < g as AmDr I., ,' I I ,Tf Psx.) I I 1 ( ,arza:n r Nis' nc, : s f II I 6 1 1 I 1 SEE SOE1KelF 11 ! T i 1 M i I I ! ,�_ -'1-- —`.,� �'j�� I I I I A I. I I _ I �I Wi R M 2D I i FORtt 1/4..--E?Zfy' t i/p14J%%Ji/ A+'S ONAHE I EPA MIIO I 1/.,.-26.3/.• 1 11. CLASS I r}}96s'yyjWYYW`/ I SEE SOEDIME I I L- ON ONES 25 ( i �" �trFm {•; 1 — 5C201A:E I r},Y 2P'T/4' 3 I- pt sMIT PS � I r iR r! ,t+ t "� � � �IRA # I U ep N416 IA)t 9 i i f t.. E1eRY OVERLAP i 1 T } I aW41G !M Y I I OxEMMM ! F k �f I } TOR W. SEP 1 CLASS.To 1 1 w TA4y.���t! L MWT s D/DKIP ,I, IV raAsS 1 1, N -`� 1 z 1 /I 1 I 1 I.. '. - 1 1 i � .�r" Y J G 'Q _y �. "•-"1 5 ` 11d4`4-m.J Y M6 I 1M/ 1!!!^a]!J2- WJD I ap> Tf 11 u 1 1 y a I I .i; 1° s' e I 4' ( X 1 t' , , ". ! I k I,An ♦ 1Y ac I � 1 g ) Gib b i 1 1'+. 1 jj N ✓,J T r1Lr a af. i 3R :�-;F r p ri I M I 11 . i 6 `` D i T a 1!/ 1 III caI%`� et' 1 f MDcx �' q- PmAmII+E. d� 4 } I f 1 1 !^._ ,.. }11t n I - s _ ? '• _. Ln_.__F _ Rwawra g 1 ' _..._ ...._ fA F T ,,.. v A. �.... ' +-fa�rJ(+ M2 aOOt fiMWD 14-Y G•^ jj ii ,- �. PLLG. p fi .: e. tW1d S Wj/ /p D 'Ar rIW ib[M PgRq'D A'.... ,( NNJ 4• ", -Y. "I LLS j dP /Ida"fr7( ., , . ..1 •,,•- E .: -'4:/ 7Ao'NW3T"VNLG :j TNT OR Tl4%r/4' EA T7) ._ aN 23) .,,. "� T 1 "s .. -: ... _. f9aR6n(\ ,,.. 4Yi •-Ca--.•,«-c0"•••,.' ,re R.9AgiD �`' 'r' 'IXrt BN 00.•A:-trn/a' ( fYaF i�� ,. ...,. "" . i •-^i Mh,. ?MN9 WnTr pR ^i, q3 i iYM2m4Jf!' , �� LkNPA6W, NIP.JNAfS/(,Y) NOR Y a[Sarr) -^" l - ''t •,.t : y' 'R Nwnf6 '%� — a wi,. m sw o01imm .mom ".Y- TiARt�rpW IEEE A.INDWP -•. �.'� M /T t/ ,qiF k p6aN OR *dEF)' zs) e. ,mm ,AR 'l 4, IY % } =✓ L1FNAL WALL AND DIRECT MOUNTING iNST< --1::0-. {aA a4dIIwN) TJ ac. .� WALL MOUNTING aN 9mY SIT t , RIM SECTION 1` - 0 �M� SCALE 3/6.1- �R TO CEJUNG MOUNTTiNO [MST, BUILD -OUT I J}Ti iNST< scat 3(/sB7P.1• I r--,/,.,. g � SPg tEaAIHMBPa VK IK 1 , io T7w:otWGs P oAR (��iOP w(g]L. SECTION SCALE 3!8.I' >VAWMNA ANNttaA3 3' SECTtt)N A SCALE 3/8.1-. d Ai 8Gn 8t5En �L 1 96ar' aY, aR (J�7aEL .flk.T '' SERIEs w.4'hoNTVAE ,DM aRLEr ra PM� /:L ... < N �.• . i/ -` $' ` ,1'.vi 0.114443 "" erREtR��> 9 BM °o CO�LWCD TIN w WAY TO WTT A • No. 44167 _ - FLORIDA BUILDING CODE (High VelocityNuYr➢cone Iona �( �� pNSTAT1ATXpN. y+ 'a'1. STATE Of : 1#G 20 CAGE GALVANIZED STEEL STORM PANEL DRAWN 9O •'• F 44�`t"` -°'""" ITCTAI4 I JpiigErJ: ssAta T/2' . r' vlEw x ED m T1S-m .- A3 iW Ta C -_.. J .. ,l / P020 t •{ �+ /! GLOBAL PROTEC110N PRODUCTS. LiC, °' i 1M G I � i1(C 4BD6 S:N: 6i PRO wI ,yy?yf 1 , N IA n1A1t TE6T' a INt7iNE'R "F,a/A':wY Ob1E, FL JS;it4 xx wn :, F4. AGO, ,eWpu�. a 4W,. Moe-, (a6A)Kaa-731S, rw (ww"-6YB7 20-176 P.E. SFALlADNMURE'/}M7$ NW'ra,,., TAGW .TINED. M • D ANY-v4ri CA-06 I4 -. ft!no ' .a ,a 0k.w N4: WAITER A. A,, PIE. e - :..... U-M UP:. 9 _ a - 91RFT M aF 2p -,.-O N N C � N _ tQ O N � U _0 Q) Q 0 c ca }x -�0� �W a- a) = N � � CC3 U 0 c -0 .L 'w .Q^' C O W _O CQ E: O .0 �'/^� ''/�^ Co O " y '" co 1F0 .� .}.A LL U) -1i.-, ((1) (D (cl-) -+--a P__j U) :3 ICU O U) 0- a) co 0 CLE 0 ■� 'a'^^ V! L. W ww G Q Z Z Q /--_I LL SHEET NO. SH 1.2 it -_ I 4­0 a) a) C_ Cn -m a) -I.., _0 > r- 0 =3 %d) 2 -1- -o I I I ----I-- ­ 1-11 INSTALLATION DETAILS FOR rkERIES 20QO - I _ - __ (D CD- 0 &_ INT - A 1 000 E-Z HAN9 STORM EANNEL I GENER& mm C co -a a- . -0 EXISTING WOOD SIRUCIURES ' (3) 1 M -)!W ,;� . �I56tTMORIeMPA040""A DOCUMENT (P-LO.) HAS BEEN VERIFIED FOR. COMPLIANCE IN ACCORDANCE m - � .. m A;t�� Mol (r - LOEX, INC 0) ,5 _�E U) - MAXIMUM A.U. DESIGN PRESSURE RATING (9,s.f.1 AND -1 -­ - - i 1/4'. LAG WASWS 0 e OC W/ - L � f - - I W13" T14C 2M ('/in tDITION) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT SE IIIISIALLED AT HIGH - IIF14-10 PAINIOLMATE FEMALE Q AND PANVILMATE: PLUS ANDMORS, AS MANUFACTURED BY ELGC CONSTRUCTION PRODUCTS. I ' `/2' Mb"L PHREADEG PJUNETRATIM I " � � - VELOCITY HURRICANE ZONES [MIAMI-OADE / 13ROWARD COUNTIES), - 1/4-0 LAC SCREWS PER M.G.-- C = Co -cu " u)- - - - -_ - - - T I .�<" I = 21w *wIJ CORRESPONDING MIMMUM PANEL LOM -I-- SCHEOUU - 7 7t _77, ,� 1/4'- LOU %ft`WS & V oL W/ - � -70 -_YWCK WOOD HIAM. , r INOLImm '/.'.LAU SCREWS 0 le O,c W/ DE54N WIND, tOADS SHALL BE DETERMINED AS PER SECTION 1609 OF 7LLE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/iS741 ,, 5,/S* WOOD BUIRING. AS DISTRPSUIED BY ALL POINT SCREW, SOLT & SMIALlY CO. , MOMUM AAD, DESIGN PREMM RATING 12A,Q M12 CORREMMQINra MAXIMUM ANgWR ", - , Itr W11 111REI ME'RATION 11 � - I FIAT OR D. Em I 1/2' W., TIOWAM PENETRATION S W -0 0 "�� I _. , PEEO AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE N$IALLED, A FOR A ORE I IFY P OR -0 _a FOR SERICA I QQQZM E-Z HMO IM PANEL (f) UM _L __ �. - 11 'O OTIVING WKX` LIAM ii I NO CTIONALI ACT . . - 4 r­T, #14IIi' SAL%, 'N . - - AD-OB3, USING ME t-M AND SHALL NO EXCEED THE MAXIMUM �XS,Oj DESIGN PRESSURE RATINGS INDICATED ON SHUTS C,i) MINIMUM ITIREADED PENVIRkMON TWO, WOOD Of TAPOON ANCHORS SHALL BE 1 1,12* AMC 2' FOR ELCO PAWWAIE PLUS SmmQ SCHEDULE FOR I Ns Ihw Gamme a cowam w" STRLM A 11 - -, & , , 11 , -, TO EXISTING WM 4EADIER, , I I /J\ ,, � � ) " END OF 0 11 1� ­ , 3� 0 'NRU 12 & IT, 40. AND PAINEUMALE IFEMALE TV, = c) 0 -E w J�_Mffi�_A�� _@c-, 114o, �_Ms. � ; 'A ,, �, "', WiNc IN ORDER TO VERMY TlF ABOVE CONDITION, ULTIMATE DESIGN WIND TORUS DETERMINED PER ASCC 7-46 SHALL BE FIRS7 LY"-OuLt 1vmmm_1L1ksL_4:._sbw_z+1 L: ___j " , X , "I , M -TION OF L - 40 H EAVED c- , , � �D­ e"X. R.0", � � , �, -,, I � Q) � � REDUCED TO ILS.0, DESIGN PRESSURE Wil 60 MULTIPLYING THEM & Go IN ORDER TO COMPARE THESE ill/ MAX, (A.%Oj C�.2) M1141MUM THREADED PERETRA Ar SCREW, IWO THE WOW FRAME UNIT STANA. DE, I 1/2, I I P & - - - � I ", 1, , - I - � , , m 7� !1!, v I Al"RJOAKE * L 1). � I LAC SCREWS 0 5- ox, W/ \ " , p..., SMS� DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 42 & 17, tt K'OLEIRAPON INTO STUCCO SHALL Of. CONSIDERED AS POINT OF THE REOUIRED THREADED MrtpATION MAXIMMM A.SAK SECTIONS 10 A. .0-' UPCONS � APPLICABLE -10 , i- X;Oxn-1 TALl , PENETRATION , � i Z a Sh. END or IN ORDER TO VERIFY THAT Al"ll ON INS PE-D AS TESTED WE NOT OVER STIRMED, A 33n INCREASE 94 ALLOWABLE = 0 LL " �( I =1 - � MAXIMUM -ma ' '2 � , . TO Cxmm WOOD w-ADER, , "I E ENERS SPACING TO WOOD HAS BEEN 0.117PIONED IN I L7 - 31 . ,l,, 96 X " . , ,,.�J,4 0 ,;A PRESSURE PARIEUVAlt FEMATE 0 1 ;�t�FLUS to" -1 �,- I " I " , C,5) MINIMUM EDGE DISTANCE UP LAC SCREWS. INTO WOOD SHALL BE AS INDIt = - - GES.-i'" , 1 17 '7 r T"', /� WAS ATIEP IN TfY5 GRAINING - =74AV , 0T USED IN THEIR ANALYSIS. PASTE A= U, 8 a�* *w, NOT I � � I., 1� RATING L -I; I LVUW 6,aliAATN L 455.0. _75_3 70' OR uw 2 9/10- S, ,'w To UUNUREM ,a CONCREr, To co"cem TO TO CONCRETE - , . THEM, LENGTH 1L* (01) c L i OF OW-) 't - ) CU 0 -I'- %4-- m & 110 CONCRETE = I To Ca"C"i I i I I ACCORDANCE WITH Kb.$� 2010. CA) MINIMUM PENETRATION OF WOOD BUSIONG SHALL BE S/t*_ llP 0-20 SCREWS USED SHALL, BE 1 1/2' LONG MINIMUM I I BOLVED - 31W (P.&f.) � _Bi BLOW . I BUGCK I I S/Ie *�,, me RIVET uu � " ; -, , I I STORM PANEL'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS OEM MKI'TED, IN ACCORDANCE MTN SECIM 1601i OF %%A > i - , "'L pol.- sm-S _amul� 4 THE ABOVE AElITTIONED CODE AS PER AMERICAN 7EST LAB OF SOUTH FLORIDA REPORTS JOBIC01-01 AND 00219-02-09, AS SHOULD STUCCO EXIST, AM I' MINIMUM FOR WALLS WITH NO'STUCCO � I ,,i, rvm 0 It LL I' PER SM LIE-" A, ASUM E 330-02 SIAMOTARDS. AND AMERICAN TESTING IAR SOUTH FLORIDA WPM #1123UI- TO AS PER . - %-.p .65.0. ­1513 70* OR I= 2 7/8' BOLTED - 4, & 41* 12* N/A 12* N/A 12, NIAL 1 12- 1 N/A I- & 2' (TOP) I (TWILL 0 Ek Dom � i C6) IN CASE THAT PRECAST STOW, OR PRETAST CONCRETE PANELS, STUCCO OR WOOD OW-05 BE FOUND 0.4 11HE EASTIN4 U) = a) I I li* ,.* IG, '. 5� 4. S" A- MUP7 m I I , I 'O 1, 0 ,L TAS-20' AND TAS-203 PROPOCOkS, AND AS PER (,ALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 M H. WAIJ_ ANCHORS SHALL BE ILONG ENOUGH TO REACH THE MAIN STRUCTURE SE14IND SUCH PANELS. - 2 1 - r- - MAIL 1/7,4 & � FLORIDA BUILDING CODE U) - MTI�D - 3 4 & WMGNUT AT OVERLAP A, 4OX OF PANEL LIMON - S�� I I --,-,-- -1 � K I -#-­,, 0- Eljnlgrg�* 8W�S.S INS ,,Ma� f7l, ANCHORAGE S14ALL BE AS MENTIONED IN C lji� C 2) IV C.4) 12, '. 1. I I potrom) __ I'll Z t � I'll. t. u 12* S' __ 4, __ w Or SON 1000 +- - - I I - ­LJ�­ , wm HEADER REDURM I - 11 2, A14 ALLARNUM EXTRUSIONS 10 BE 6064-1b ALLOY AND TEMPER. (UNLESS OTHERWISE Nl SEE SHUT 2 (0) ANCLIORS SJ�J, BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF R< AN01OR'S MMUFAC-IUKTI, "E 0 -0-4 N/A � NIA N/A NIA 12 1/2- ill " (amfm I __-, - I , 6 z 0_ ___!�^ MIA 2 Ill's, wl,,. I, I M .I`- I Ii SWW 3, Ali NUMINUM 0,1UT METAL USED AT CLOSURES SHALL HAVE SIOS-H14 ALLM 8, PANEL$ MAY ALSO BE INSTAILLED HORIZONTALLY FOLLOWING INSIALIATION DETAILS SHOWN ON SECIM I THROOGNI 6 (SHEETS 4 1___� III- __ __ __ _ - SEPARATION - TO GLASS, , ­­ .. w +66.0, -75.3 ___ _ - 70" OR LESS 2. 1. M S, - ­1 - - I . a U) < 7' , N/A 1 6 1/2' MIA 11 I/2' N/A 4 1/2* N __ __7�1,111) 1 - - - ", !!!!! 1 4, AL STEEL SHEET METAL PANELS STIALL HAVE STINXIVRAL QUALITY STEEL. ASTIM A-653 GRADE 80 MINIMUM, O-W GALVANIZED W2 - I . t�,,! TNRIOUGHI 5) EXCET" THAT HEADIE"a A, (D SMALL NOT BE TSO), I ;A La ;,�mlz�,.. 5 . 11% 51L TO auk!�S AING NUT a .. 9 FF� I iy EEL DESIGNATM W/FY- '92 2 AlIi (AFTER ROLIED)� " . 9. it SHALL BE THE FICSPONS51BILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE 15MLLYTER IS TO BE 12, N/A 12* W/A 1/2' N/A 9 112:' N/A 3! __ ,,- EVERY OVERLAP � - 9 _1I1%w=_ I . ATTACHED 'IV INSURC PROM ANCHOPAM THIS SHVTTEP SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME 41 - C-Q.) I _.___ - Z 5L ALL SCREWS TO RE STAINLESS STEEL SUt UP SIB Al SERIES On GOPRI RESSTNNT COATED CARBON STEEL AS PER DIN I � � `11 � i I 1 I/4,.-2w/4- - To Cl 111�_20.21,ye BUILDINGS a M. 50018 JAV 50 JPI� YIELD STREMOTH AND go km TENSTLr 1 12' N/A I NIA I (TOP) r-1- - ­ i 2 elle Min 9 _ STRENGTH AND $HiLL COMPLY W/ FLORIDA au"ING CODE SECT40N . _ 1 Ir M/A 1 Ir I le 1 N/A A I I � -k- - _L_ . ki:3-.*/ If �M.' 2-1 t 3­1A. JUL EACI4 REGULAR STURM PANEL ART" LENGTHS OVER go' AS PER SECIONS 1, 2, 4. 5, 6 AND ALTERNATIVES I W. 3W & 4W ON p"IN., = 1 12' .- I 9 1/2, i - -_ I !�i SEP"wiD. i ,,, - (BOTTOM) I - ___1V_ - 10 CAM. VIEW O~ tEi EVER, OVERLAP 6 SHUT$ 4. 5. (, & 7 REsKctwLr, si� HAyF A CrMal AND FmADLY InSim mARmG iNsTR-Juvois owNEIT OR TENANT To 0 12, 1 IT- 1 L2� 1 1 4 .1 I i 9 I i P- I - I'- ,� I -4. -1 I BOLT$ TO BE AStM A-47 GALVANIZED 'MR_ Of, AISI 304 SERIES STAINLESS STEEL WOLI 36 kai MINIMUM YIELD STRENGTHL %CURt PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARF41NG . 4r- ., I _r I ,-� I w I i i i * UNITED TO WO P.J. A.S.D. OESION PRESSURE RATING !I W � I ­­1 -I - ___ ­ I = = rllll� -I- 1 7 ANCHORS 70 WALL SI,ALL BE AS FOULOWS�� I I� INS INSTALLATION CONTRACTOR IS IC SEAL/CAIAK ALL SHULnES CM%K*W EDGES WfiCH REMAIN IN CONTINUOUS CONTACT WIN M = - , i , I � -1 I _-Ji-_ C, j , :z 30 LLJ � g§ . . p I 1w C BUILDING to PREVENT WWD/RANI WINUSION : 1, ; 5-� M � I " I d - 7-1v 4 =3 = *SEE SHUY 26 FOR AWHDRS TYPE 4k SPACING FOR WSTAUATJONS INTO ill= + REQUIRES Ill aISANCE BETWEEN 190MM OF PANEL el 1"'_" � p STORM PANEL MSTALLATLON SHALL COMPLY WITH SPECS INDICATED IN IMIIS DRAWING PLUS ANY BUILDING AND 20NM REGULATIONS " -= I FAAAE BUXOM IY2* � � I_- "' I , I I 11 I (A) ����EMAHQPAGIUREO BY III^ SULDt3L INC. t%P� 1'.-4192 P1­') .. TI, I C.i CL - MO (2) TO K- 1/2* . I I - 1/4� A x 7/8� CALK-JN ANCHORS, AS MANUFACTURED BY DEVALI INC PRWOED BY THE JURIWICTION WHERE PERMIT IS APPUEO TO� ­11 L�. MINIMUM ANChOR SPACIMM AND VMNUM EDGE OSTOOKE ARE WD"TED ON " I L M.x - if - f , .- =. I - � 'ING , . f us. - ,� I - V/4'a v 31e SOLO -SET ANCHORS, AS OSTRIEft.1100 By ALI PONT St", BOLT Al SPECIALTY 00 SO4MULL FOR M USS THAN DOC90 M W*EMOX PENCE ANCINOR VW. 11 . C-t I 1 (9) THIS PRODUCT EVALUATION DOCUMENT (P1-D) PREPARED BY THIS ENGINEER IS GENUK AMC DOES NOT PROVIDE INFURMATIOR .E BY JOULMY" SPACING SHOO ON SCHEDULE By THE FOLLOWING FACTORS FOR I � - - .. - � I (IN, F,.--XW P�..I) "0.00 4w C.) THIS OPONARDN TO BE POSSIBLE, REDUCED SPACING WARNED USING FACTOR SKALT _"' C :: - "'It � I I __ I "_1 6 11- cc I I C< _: -': M 4 k -1 * ,, F� *� 1 1 - 014-10 PANUMATE FEWALE 10 & PANELMATIE PLUS ANCHORS, AS MANUFAC"ED BY FLCO CONS"u-11UN PRODUCTS. FOR A SITE SPECIFIC PREVECT. La. WHERE THE SITE CONDITIONS DEMAITE FROM THE P-Ep . 1�1 I 1 2 L ,, I, � - I ij NOT RE LM T%AV "FUUM SPACING RADICATED VCR EACH ANCHOR TYPE Al 7 . IsI.. u , , 1. - 1/4-* ZATAC NAl ANCHORS, AS MANUFACTURED BY DEWALt. INC (bj CONLIFACIOR To K FrsPUNsTElLE FIR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING iV. SAFETY OF THIS PRODU r AVtNoss.amic, � ,", I 1 �1* Ma.-) \ i -1 r ++ 2 __ --I I , i�. d --,-_-, i BASED ON THIS P�" PROVIDED HE/SHE DOM NCt DEVIATE FROM THE CONDITIONS DETAILED ON WS DOCUMENT � , " Im � 'a I 1 CONSTRUCT" SAFETY AT SITE IS THE CONTRACTOR'S 9UPONSOIUO�r co = , , ; I __ PANULAIATE AFEIMMU21D, I mus -1 v I~ ­je!:*__L _Aj�!__ 2 A ' - I , ' ' "i � , i 11 A, ­NAFAM C ­_ ­J 8 jew_20,1 1 ,25/4' FOR ZAW NALIN ANCHORS ANCHOR WILT `44,11. - - " �. i I q11T_ PLUS A, I I � m;.migNc A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL St 1 3/0i 2* FOR EI40 PANELMATE AND M ' , _,_r__ _.___1 __ , i - (2_�-r ,,a.-) \ . .= 4w C= , _114'-_A All'- _: REOUIRES AN, DISTANCE BETWEEN BOTT ` PAPAIJUXTE PDAKE 0 g AND (b 10 - -, - ON OF PANEL --� wa. a �� z Q0,Ny � , , � '�_ __ - ­L1 ,cc - JV-4 , _' - , - _., ki-A I "­1 ­1 , 3 3 3 ii BELOW) 1, "ICTRAIT" 12 1/2' cc, _..� -1 I I I / Tq,� (�) THIS PROIC= EVALUATION DOCUMENT WILL BE CONSIDERED RNALLU if MODIFEDL ; I , I .4. A.MIM V,ac D.) 1 2 ,A I 11 t/-*F LAD SORM 0 91 04. I , , 8 . - i � I- All - is�AW!lr 42) CALK-44 A SOUD-SET AMMORS SHALL OF EMBEDDED 7le 000 THE POURED CONCRETE- NO EUESOMENT INTO THE C ?1: a) 10-NNIA (KI) I * � I � 1 ;/�*#_2 ­ " - L­ " 1 12 STUCCO SHALL BE PERMITTED. I/O #-�O SCREWS USED SHALL BE I f/2' LONG MINIMUM SHOULD STUCCO EXPS1, (e� STE SPECIFIC PROJECTS SPAL BE PREPARED BY A FLORTIM, R-UMSTIRSO ENGINEER OP. ARCHITECT WHICH WILL OEC04C w "a = I VV - .."01"A", 3 111/1 � -W%'J11vTE44UUAEc IT WT r= - :;�­ ;Q� 11­1 - A. MN4 __ .___­� 3 4 A 41 & , - > w ., - AJ III x IT '­� I in ' �,, AND 7� MIRMIUM POP WALLS IPTM NO STUCCO. AND MAY BE HtM40 SCREWS OR ALL THREADED SCREWS W10 HEAD, MANUA OF RECORD (9 Oa) POP THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE Ail"', 'A UNININ, M.0 w I'l, a , 1pv 4 '. VT PAT OR 00 ME , � - NOTE T, onOw, `L�@ V.��-jr.l. -,w/ ,/.,.,/32- lim WITO WING NOT% PROPER USE OP THE P E,O� "GINEER OF RECORD. AM11 AS A DRECAltO ENGINEER TO I ,HE to C3 .= I - 1, I __ , �J� "'�- . .--.I'- 2 I, I 14.1 - IL �Iiw mmemm FAM "Pt i4mv 0 , " - - I I Eff. C � 4 C..t ,;,% TO rHTS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1 := � _r � ­1.7 w SCREAm * Be. Oc. W/ 4.1 __.�, I A-3) IN CASE THAT PRECAST STONE� PRECAST CONCRETE PANELS, PAVM_ -*TO= OR WOOD BOARDS BE FOUND ON 114E P�E�IL ENGINEER, SHALL SUBMIT 1= I I - I - 1� � . I r, I 1 2' MP , TWA= -VATFATAW L-, ,,, * */ ANCHORAGE SHALL BE AS MENTIONED 10 &I) AND IN k2). ENGINEER OF RECORD -a 31: -31: 1 1 - - I ,w PW 04 ON E= , ! I � 2 - afli,, 2 THAT PREPARED IT = (b CUT � SCALE 1/4--1- ; 0, 0000 1w. RAT 00 ON MG-P .;; 11 - 2 1 - WA" WOUNTING *00' RATE 0ECU'U" ALTERHADYE - 2'�M � � Qk­ =1112 . I. Nu. w,4 w . CASTIf4 WALL 00 FLOOR. AKWM VAIAJ, Ot LONG ENOUGH TO REACH THE MAIN STRUCTURE LEERING SUCH PANELS C-) TPHS P-E.O. S,OLL BEAR THE DATE AND ORKANAL SEA-1 AND SIGNATURE OF THE PROFESSIONAL > 'Z ;,- = -----------:I- I I Loa I - - [:� =_ INSTALLATION � - �. � L I : � - , --I ff PLATE EoUAm LA. S"UTTIP MANUFACTURER'S LABEL SHALL BE LOCATED ON. A READILY VSIBUE LOCATION AT STORM ==- ALTMA , � I , � I BUIL%�TING - 1/4- A, `TAPCONI ANCHORS AS MANUFACTURED 13Y I T W RUILDEX, INC, 'I'A"O" i� = .m I ,t n, I. f -1-ii I LGG_ SCALF 1/4' E " I 11w � I . _�, - - (B) M_Q95II*r1_Cqb&KA_1LOQLE4L �­ PAMEI SHUTTER IN ACCORWCE WITH SECTION 1709 9.2 Or FLORIDA BUILDING CODE ONE LABEL I . I V409-L BE PLACED FOR EVERY OPERM LAOUNS TO COMPLY " SECTION 17099�3 OF THE - I 11 �. - ­..­ 11-1.1-­ - 1/4- 0 . VS' MX-IN ANCHORS. AS MOINUFACIAIRED BY DEAU-T. ZNC� S - L � ," I FLORIDA BUILDING CODE. Iva =- 9=. I _. ,.--" .- _mUld, _11"i - .- - Ile# X V4- SOLM-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SC "_ SOLT & SPECIALTY CO, = E_ 'IMATHILIft", 1. .INSIALLATIlM ARE MY VAUD FOR ftXORAS WITH AS D DESIGN LOAM ll.,. ­ 1� , w-tv #14- TO PARIDIMATE FEM&E ID AND PANOLVIATE, PLUS ANCHORS, AS MANUFACTURED BY ELOG CONSTRUCTION ,R�%�W,u it ... m L '10,0110ty w-U.11614.4-11Q.4 ,/4-1 _" . I* " -To +sro� -75�3 RSP AND -ANWILEWP'NUP To 15._Jo-. Ef 1. .. L '_ , mawme.-rw t/4' 0 ZAMAC NALUN AhrtMS, AS MANUFACTURED M DEWALT. M XY, M ij ." I/- .�IX Le'WVL�..!�4jA V,n!�..;..,, I " � , OR�1!14 �,W ZL PON NEW M/ PROVE CONSTAV-110m *MD MEADERS 10 BE SOLAMb a [� ` I . '. SCALE 1/4*,- I I , , - .1 V-4 L , .� , 5, 9�1) MeWhi EMBEDMENT OF TAPCON ANCHORS, ELCO PAAWLINXICS AND ZAMAC NAILIN ANC 3141 THE , �c , , - FLORIDA BUILDING CODE 2!= High valociiy Hfu Cane Zone) 12 $1 , - `%T. NIII SPECIFIC DENSITY OF *__o UP EQUAL "' !v, S, BLOM- UNIT st'ALL BE 1 ve, � . -,, -1-r. 1* _­1 ... "I , 1 V--"4,- v %� , V, .. LORIOA BUILDING CODE (High Velocity Hu cons Zone) - I � "I . " .. .= MIM M 24 CAGE GALVANIND STEEL STORM PANEL z .1 , 16 * f � FLORIO --- rA = LA; I ..- � A BUILDING CODE (High Ylillochy NO 'cone Zone) 912) CALKIN 4; SDUD-5ET ANCHORS SHALL BE EMBEDDED 7/r INNTO THE VORl - 4 IENT W44 7 1 - - _ No. I i s aX20 141,00% - 11 = . W 4 I! % =" �Im lm� 'P. SWUM SHALL BE PERMFFTEIT 1/4- 0­20 SCREWS USED SHALL BE 1 '/V LOWGG W 0 5"OLTLD EXIST, * - z . 29 GAGE GAILIANIZED STEEL STORM PANEL AT TOP = *: I .-f�l - milein z * *. * . - = GROW BY. .*E 20 GAGE GALVANIZEO STEEL STORM PANEL V ��_ --- SI, pm,-- tf RE i or. ST - � . STATE F - - - IMEC 0:..'\, GLOBAL PROTECTTON PRODUCTS, LLC. '" bill � WELL AS , . . ON Now NUIAM m . - VNAN ­ AND L' MINIMUM FOR WALLS WITH NO MCCU. � I GLOBAL PROT __ z -01. s " - - - - i� . - ,,alxIs'. 5 YnAv, -- - r RIU�:. GATT, - - - 1. ,,�., GLOBAL PROTECTION PRODUCTS, LLC. `P'/NGN` e.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE E.-IORI .... . MAIL PL 30" 4000 &*. 5 Ini F SECTIONS TOP N FRAAewx,. ., -4 -_ '% F __ SUI. " "L i PC' . ZO-17$ 10 :C?F�_, . , DATE. - -11, I.- L i:Ev_A- `:`R.,WiL..n? I AUXOM= � / "I ___- - " �*,*­ I . 07111"14- gi;l ----\ UP ii a. ."T qmk .,a �,, ,3,�- -� /.� IL ECO,m. lew Ile 51 STRECT EXISTING; WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH IJ4E MAIN MUCIURE BEHIND six. � 4'.. TEO� �_ �___!_, ECTION PRODUCTS. =. "/"/"" low A-101M, / i 8 I'm I DAVK� FL -, 0. - ANC E AS MENTIONED I$ R,I) AND IN 8,2) Z ill, ­`0 :F mumn, , , N.GNE. L'y -79,6. 20-176 1 , It .00110I SHALL BE Air. , - 'a FIX; %54)65�M7 , , - - - - � ­0,,j,-,Rl­,B­+%J,- ,x x,Ln;NNRmlillIAx "�.= in - - N4'�'Z.#` ' S CAN BE COM%10 - aaffp=m / og k.':;i;iC.Z �� ."ri;&iZ7i Z­ P.W-. n., 0"NIN­t7v 20-1 6 -",,214- C_ � & AMC = = 'I � / c'-00GIT110 1* �__ �, �_� TV IN, WE 4' � POT .I-,- - No ­­ j -_ X It', �__i z Mtn I at 16 . --A �­! 7!� I - simmlo,.1 ­-jHmIPY­A, I ­' ' `_ DANIA10 �1 ALIGN Votc- 1/4- . r ­11fluraw- -PT, SIA"i'Xilion,C: ck-ow", * GROWING ft: . !M- lal� I tkl smk/gwqumwom 'I- -1 N I - I NOT � S14MER mAltv'S NOT S,ew " cAR,Tv �/ DI, - - -1 `A' *ALMOMILGA - 1- �i n­ I P. -:"- - - ,�TfL � 1- IRM 21, w'" I - ______ IM ialt I I I I w - - mamum ____ - - .11 6613f.) MO CORBLI I mi ,,M.��%,TnURE RATI"Q , MOING +1/4, 3/4, 4/5, 3/5 & 6/5 . L " EmmH "IL" SCHEDULE ONLY FOR REGULAR STORM 2/4 tw/fi, 2w/ls, 3w/ 1 IM IFE SAEEIY & E-Z HANG- SIUM PANEL SYSTEM5 PANEM IN -#$I- 7 & 4W/7 IN -ALLA11-08 DMILS EQR REGULAR PANEL 1 ANCHORS (SEE SCHEDULE ON TO CONCRE (SCALE 1/2-1") MURED CONCRFTL MR= MCK AL MM (t) 3* MAX SHUTS 9, To &111 ________­_, _.___ - - ­________ -_____­_­­r MAX - � POURED CONOETE 08 �Vmlm,77--­-- I � � - -- --- L _.­ "-------_- _ , . , - _1S.12V CTOIAL WTDTR) ­______­ ­­­--­--­_­____-_ - - � , . I* kw,- 1 ----2�187` -- NrLs(b LopEUB&M 4 a . , a 6 1 . , , - POURED CONCRETE ___ _____.________ - � - - - - - 12,50(r (EFFECFWE WGFH)_ _ ___-_--L----- , --- - - --- -.103, 1 Al TOP OR BQTIQM END - - I --V.=- "I'LOCrEn", I R�� BLOCK I I _. 11�_ L" 29 D.M., , T-7-- - - ___T_ -I ; _�� S .411, "I . l____I__r - I , t �L_ -_ --- - -- J/"�_P.)'_--_-_ -­ ­­, i f - ­ - 7 -yu MIGOE a a III, (�) 0, T -_ �*� READVIRED. 11 I; EQUIRED I , b 17- � -*i)**- ,7w, IRAM (21 OR (8-1 * MUM MONTIED ALT _&AQL_M* _a�=, - I I . ,_ r- - T__7-7 -r- I I j -N 1 ,125�_ __ � __ . I . I � I - , I L I 11, i : CO, - CO AN .. � � L,2w or ,t7_ I I . I I � (! SO;;E =Lt ON�-­ LL, ,� (SEE SCHEDULE - - . . . . . I � I iz 1 11-02, SHUTS 0 THRO , - f;,� EXISTINOI POURED I � __ -­ ­ � f : j 1. I i SHEETS 9 THROUGH TW 1.) \e/ CONCRETE OR I I � _____ "L+- OR %-­ (ft.)O %,- OR -L-" Qf.)O � I I -1 , L CINNERETE `A0q , L L-(�) /*% lwl�,_ I ` r � I i L �, � I I 1 7 � It . � Wja�j __I 0 I'M A ,?a - ,�__ � MAXIMUM A'S.D. CONCRETE & WOOD, , MAXIMUM &SA). CONCRETE & WOW , � .. F __ . I",-,,-, �2* . - ot , .1 11� - A 8 . i jI/4 � ;HIEMME QuAlmm STEEL � I LRIJAR'l INSTALLATIONS t 11 "� - L_ - , I I l I � - --- KJ , MED . .ow ' I r � 7,t A OAQ24 M , �6__t - 3,3�v s I --- i, " *_ ­1 _F _L1 Sw­�- ­­J_3fiO- -, -Izw- 7 1.3�0`_ I , f, 11 .- jw � � (Me EX rorymv) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH @1 @ I - - i I I I lee - OR 4 12 ilr a" � two, . I � I'. ' r- ' 2, � ­ '. - 1.6,71' 11- r ----A" pRES��1AFIND INSTALLATIONS t 7-111- , _T­_ � ­ � - ___ .- _� 1 �, -­,1­­j­_[j - i I 1__________1_____ ___ I 11�� ­ .. ­___ .-.-.--,, CONCRETE ANCHORS ­' i ASTIN AM I '�' L .oa4' va I i 1-1 __�e - - -_ I - " L ... jL, L I �� 1- I � I _r ! i __ ­ '. I a---- '�-.� E.DL � I i . ­IDETAIL A 46 . �� -?I" � ___.�Ll� 12--o- 12--o- 2av 14'- Tj,­O' I I I ! p � I - i - I I --------- - L w -315 25.0 - W-0, w-e 2AV , 121-10, If,-7, , f --- I- I ,,!,,, I i ­[ 1� A i . i : Eal I � , . - ) -L-,-T--,_ (P.-O L� .f -j --=j- - � �_ v_ -'-'--I T __ ---, _ I J . b� ,�,,�.,-_, � I . . . I � ! GRAM 50 MINIMUM M , .`X`U 2"2,5* "___ L �� _i_6 TpJI (+ ol, I - - - I � I , . -f __I I , .(=�`= Td) I � 'Up. 1'1GQ____I .ii - " '' - L ------ ­ �Yll`-) A 1 __4­ i 1 4 , I _= .... a)STORM PANEL I __I �SW* _ DETATI, A- _ L_ -..-.I I -- 2.OW--- -1 � I 3av MU ll�fi* --167--r 4; i - ,--- ! I --I � I I I �� A_ - , -1 i - I I � 4 r- ;1 I I f R i PANELS 904 BE INSTALLED ALWAYS -- 2.U7' - - � 11�0' __1o;__9_ I I � T - 1 �q I [­�01 I �,.L, BOLTED PANELS ill/ 64-F211;ER 1 � I ff" art TO MIND W1 1/2' LEG ___ lv_,� wm P I I_, " � - 01 I Ji0__ ,L' i ff END AT LEFT ME Of PANEL 101-ml 10�0` M-0 10�10* , -J I . I ,S1 JOS, MET W/ 4, LAP I i - 0 1 � : (�) '14" HUDER (�) 'C TIWK (�) A wilu slup - (SU SECTIONS AS I " I,__­­_L_­­­lA­­_­_ ­­' _L.. V.1*40ill 11--_ _­__.A,_._z 1/4-0-Ml- i I -I,- W-I, 9.-.. -ADD 9,41 R�,­ I E I i (SEE SECTIONS AS APPLICA" __ - �: - I 0- - -i& 11a M : E� 11 D, I I " -fo,"",-, ,,�> , I DEC: �­ . 91-I, 1-4- __ - � =.: olk� � R)RIVARL � _11 , - I � -_ I ) I � , I I ,,,,�,, - , t . I 1111- I L - L V um if I i Awws Do q� �, GALVANIZED STM I I , . 2 ;7 ;��r�l ll -- � 61-r r-14, I 1 , I i j 11 , SEPARATION "c W., i --- i I I I To GLOSS. i I I W-0- _117-r-7- _;�_�­ _-_4iILv__ -7fF- _;--4F_ 1 I I . ��, . I I I U 'L, M", - - - I ne 1 ilL,M" ' 1 ____4w0_,_, __ ',�__�_, -7-ce- ­_,iz0____ ---,--- I - , , I I i I WA I I i ____:1!! --w--r ­ -_ APPLICABLE) i $ f, -11 I _:� VVIII 0 1 - OZV I � 11-1 11 I 'p. Top ME g'-d" -Nu, i-_t- ­F;��_- 1 1 1 , L" i -_ IT= - f, - ' >­L" Toy __­� 0 __ ------- __ ___ ____ I �,' � I __ , , �, 0,024- (Wn�) ",-,. I I ­­ -, � � A 'L " � -- _ , I ­ I I -1 I ", ]_] , ­ IJ , i -, � I 11 i III solo no le-2, _� I 1 I . � ', , r, I i sw.� . � I � ON SHEET 3) 0 -1 (SEE SCHEDULE - I j PANEL LENGTH . I - I I I I I I I i CONCRETE ANCHORS I- -_ - ­---k-, ­ � 11,� - , - -1 . / -4. Ass ?'-S- 7�2- 1 1 1 � I I-K __ 1, - _` _ ) i I ` I � � �.�,"` " , 1 1 I- - W/ HE"m EDGE .", _,, , I -1 ­!ff I PAWL ,� I I I I 9 �w� w ;;kFT) "I I I PANEL LENGTH � -- " _,:r �o,w - I i (SEE SC8ED I-' 11 PANEL LENGTH , __ . - - _. i I -_ - _,A, �_- ­ I ; - �IIA,__ I -, k- -_ (SEE SCHEDLk.E _"�, � � no - -_ a'-o - � L I I I * - j 3) ON SHEET 3) 4 L '', I � 11 ---- - --; ff,_,j- , t I , 1 (SEE SCHEDULE ON F � I ON SHEET. 3) 1 �_;�, I- -1 � I Xav 7--'s. T_:O�, Wo --s- I ,j I // >� ---ew- 0 5 D,M.,(�). I , " I SWEETS 9 THROUGH I I - -- -I---, - `;��Z�-,�_ �--�-- L 9 I =­ .". , , - G -, ,f`4, IT I I I IIIIIIIIIIIIIIIIIIIII I 0", I Y]Il 'I'm: 1 - "i I� "' I [ SEE-- �11 - :_ , 0, I - / r-_ - Tz - I (!�� 1� __ � -.I a) BELOW) cn I E.-t-, m , ] -0 I /I,- � d L � 1-4-I.-ni i 41111- 61-1- 4 '_ z -A I I - 13 . A-U- 1- il; � - __ - it'l __ _A_1 .1 __ I _ [ I ,�, . - 'm ,., (��L_ - i., - 1-1 J- - - - --- I - I L 1 , ---" I 0_,� " ­Ji-o 7--s- V_IV 750 ?*-2' IL - cI K,' , 0 a 11 -AT � I I .. - ]- T _j - I - - - " 1 :i4l 56% - LL ' ,b.-���� I 4!7' o ­1 - � t E � - - "'. IT,57-1 ;� le -A . 9 �: mm � 11 t OF IV I-C, ) I � CWLASMWG� I . , HEMMEk, -1 , __� 00.271101 I ___�sv - - ­ - .I � 11 I'll, . ____ 2.SSI­_.___ �L _. I - � ___:!I!!�c_ @-1@ x­ , .I.. :::: � "I '', 11 � =114 i sox i I : i , -�,-,)�LF,!,�-,��,�,,�/,-,-�.,'�,,; OF V � ,,, ._,j,­.-­'­' �� , . -f�g, _,�� ,�" I r ! i I , L � i MAX. I 1, - ,, ­'V. X � BE, PORI. ., no 71-0* 111-$* Awo ?-a* 61-r -� /4 i , i I wx� I i;w- --- zzw - , '- - ;�7-- -j;- � - _ 214 WjS 3/4, 4/5. 5/5 & 6/5 I f I a , � 1, . T 1 Y1,70 �, : 5 OR (@� - MN. _____ I Q21", W, A 0 1� ov � � i I , �,�.�,� , " , � - I � , , I �K,,�,,'� � 0 � - -�, , � - '_ ,. ­ , � ­_ 11'r 'P �,�;, I , - - I � ,a -4- 6 , 90.0 ip'-#I e-'. , 2W/6, 31W/7 & 4W/7 � - I � I I , ,V­, , I � END UP W/ HE�MAIEO EDGE. . - ____!�z . ,$'-a' e­01 I 1 4 � �,,��11 I � ­. , I � ", � t - M __ __ E.G, I � I � 'Ir ­ 1_�_ L , '12v __ -_W�- W-fe Mo e-31 1 51-7- 1 � L_ I � E.G, ),�,.,.�,,%. I Eb. .:�' ;, � Z3)s* ____1 !00.0 ,�, I � I I 0#111,S) .1175, � - I , , , 1". Horm Immimi --- IREGULAR UQRM PANEL 0) ELEVATION � I J ; il .. - I - ROUNDED CORNER 0 ENDS OF PANEL'S ___;�,_ q,� ----7 --17--- � I (1) I---- ISOl YM QUAIL A 3iq,. f 41 - I . k / I 7 L6. 1*11 I - t - A&, -we L_ _ " . no -7 - W �_ ­ -_-_ ---- ANOPONS (SEE $CLIMULL ON SHEETS 0. 10 &I * - r-.----. --- -, - - - �1 j I � ,/.' MR. CAP __IM61 - I ----.L--J- - 'L '' - - L , I 1-1- - ", -, , I @ ­­ 'L' ' ]CM1,GME), "w I � I EDGE or PANEL Lou, --- --7-3-- -7;- Imo - ­­ 1, tztz _' � ' ­ .- . - JILI.S. I _r__ `ET:T�� _,",�I�K-,��. /7 ! - I - LTD." 2.6157' ; I a 12 Itz, O.C. L- - �-- :� ­ 'R I'll. ii KEY HOLE WMER 110-0 5�7, 1. � I cow : 3.780, . - ,�,- (WAL OVERLAP -I WHOLE Uum 1 _V7­71, W'= .. CONCRETE BLOM I � CONCRETE ANCKORS ,- �_ �­ ­ - � , Lot S1A%W a- - _ __ I 4k � I--.--- _: - , __ -T L @ _4D__1-_ - , k� (SEE SCHEDULE ON 105-14154 ALUM. ALLOY I 115.0 - � ". --- 04 I ,072* ; "__ r ima 4, _� - j ______I_ __­j ; X"', Ult (�) 3 (�) I= HOLE AT PANEL Ill - -- - -SEE SHUT a -OR ADDITIONAL - � .j I I I ". I ---I-,----.-- - -I vw ' , _1 , r_ 6-1- I - - I Ill 12 LIT ". I I SHEETS 9 THROUGH ) � L_ .I[ � 1. Mii,`_ L- .., I . OIW �mol - UNKTATIONS IF SUEENT LENGTH 6 I 1'. - Z!N�_ = = � __T_ !L0 ONLY �.. IMy VAUD FOR INSTMAJITIONS INTO I - � I t I -LEG LOCATION . . . . . . . . . . . r 1 i.2150 i "". (�) i - I VRKYD STRUCTURES MINIMUM SVPAV TO CLASS SCHEDULE MAX, CUP I ",-/ \_�, 1� 11� __n4 MWC USED W/ I , 1, GO PE I 1, 1 4 III, _14­ 1 i ; - PANELMATES � mmr I � I MAX..uwli MA`QttVOTH Wlb* SPEW 4 770 ..P�h WIND SPEED > 170 -11A ­ ,-) ,-0 ) l __ ONO POURED CONCRETE CONCRETE AWCJW _,, REOUIRED, I'11� 1-111-1 --- 1. I ­1­11--i _�000. __ zxoo� i 1 � 5F&TIQN A- ALTERNATE , � - �,m- PANEL � hNICHOORS rR CONCRETE BLOCK REQUIRED STAGGERED ST& ARE USED, . ; _.- ! WAMM"M I RESTRAINED ------- -- ---,-- -_ (SEE SCHEDULE ON (SEE SCHEDULE ON I 11 I - ! , 125' 2.0co. 0I : Norm, SHUTS 9 THROUGH to) SHUTS 9 TH - t..Ila I (I-,), � 1 30 OR LESS D(I) L+� =%MOWUMPANOL - - 2S4e __ - � . 1 ROUGH to) . LV$XMH FOR A G N POSIIAE ASM DESIGN LGAD. - ,xW# L_ I 1 t7so' "u. 1 �1­7110 G, I- POP A GIVEENIVNEEGAINE A&D, DESIGN LOAD. - I I I '. ,) PROCEDURE TO WUWE Mk%"JW PANEL LENom (�) REV. AM' HEADER @) *U* 14EAM 0I I I - - - - I" UN TO 5' M­ - I I I I mp:T >33 70 so I- 7 L/2' 1 7 1/2' GM A POSITNE AL&D. DESIGN IND. DETERMINE MAXIMUM PANEL UDIM 'L-' FROM SCHEDULE. I— 2kOD'___ 1. 7 1/2. 7 1/2 GIVEN A NEGAVIVE AJLLT OEM LOAD. DETERMINE MAXIMUM AMID. LENGTH %� FROM SCHEIDALf- WALL MOUNTimr, SLEM 1- MAX, �_ _1 I - TO I-s 1 , I �:] VINAL MAXIMUM ALLOWABLE PANEL- LENGTH IS EQUAL TO THE MIRIMIN DETERIAM PANEIL LENGTH ]JUILD OUNTING WALL MO ECT MOUNT (R I r" w - (1-0) ANGLE N, I I >115 TO 194 I- :1 I- -, 1 7 1/2- 1 OTTWEEN 'L+- AM 1-7. iffi �ml Heim_ff - SIM SCHEDULE BELOW PANEL LENGTH " POROSITY QUALIFICATION SECTION I num ; --_-,,_- - 3UQU­- -,L Wilt-TE AUOT Y'001L."ANA, Qul J mmil, kig amu. M052L I I SCALE 315-1- 1 SCALE 3/8- I' � , , 3jj� . "� 11 11 . - Igo 1 4�41 � I ­ 200 i ,�� 0MIALLATIONS INTO WOOD ARE UNITOOTID t $5 0,iLf MAX &SA DESIGN PRESSURE PAIINO , ,, � A, T1417 11-1-- 11.11 � I--, - , . �Nj ISIxix Ap 41 I at I `:L nm" LONIS & NAN, PANEL LENGTHS To ','LoIIN#NqA,,� � � L' i �p . , DIRECT I : ;.=I- � --+-4- - f - � -­ -I .052. , ��, Im ONLY ��� PANEL ;4 65 1 .11, Oil I SYSTEM) 5063-TS ALM ALLOY TOP %, V STUD � hkem SPACER - §�:P� �;.! �W�\ :�7�-:Pll .�',�' I � � ,4 __ -275' . ", ­ ­­ L ,� , �`�"`,N`�* �! -s 04.- A - � � -4..- � - , , 0MATIL ANGLE CK � �$ �� .. I !K_ ; HEADER I HEADER T;1A, z _ ;� Il'tANt. '-. /.� . ' � . I I , 111 , - ­-�` ___ z : Nm 44167 ' z: FLORIDA BUILDING CODE �Non 101h Woolty Hu taclis Zone) BOTTOM .* - FLORI BUILDING CODE (Non High Vol*cffy Hurricane Zonai� -Ir -1 FLORIDA BUILDING CODE LN.. High Vell.clty R. cons Zone) I I , Be�- � � t: .* 01LIM.F.- lw. I- " "' I'll, r ---- �11l� z _ 1. I '. 156. , .. ' ' Team myrto. INK, - n� :;=� r- �.T- ,� - 1�1 D PIP. As. w - *Jim numm w_ I I - z - DIRECT MOUNT - � "' __ __ 24 CAGE CALVAN20 STEEL STORM PANEL i - 11 - . �TATE OF �-, : 1 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN TIT : 1� a * 441137 24 CAM GALVANIZED STEEL STORM PANEL I DRAW" OIL - - z .' 0.44167 - It � I , , - - ­3i��,r � = III .\ i ,ODO ! " ' � ___ SEE sm, � _,_ i� 11 4 TS-xts- MID ANDu a = k; -I im; ,.,.7 +V, I- �a�. t_9�___* I I - � - I , ROIS_., "o- - 2w I- _.. .� 01/27/nn w 1 42' w �* I = * . * -3 `WW" &` -- - 2UW- � � I`% UN ql,...�. 11011e. GLOBAL IRMECTION PRODUCTS. LLC 3 *r TRACK -_ I'. 01/n/mo ED, - EDGE DISTANCE ROIL FOR COMBINATION ---,:F--- i PROTECTION PRODUCTS, LI.C. oytvl� � L � I LIEC I . . I2' sn" I W !�: -P LAVE OF I"., �7_1�__ 11LIECOint GLOBAL PROTECTION PRODUCTS, LLC. DAY, :kl% STATE OP-1­4W - --- - 11L1EC0.JM'C GLOBAL a`m_ .204' . a A, ckw MING &A 51 STSM (Sa SCHEDULE ON TOP & BOTTOM MOLINFIINGS CAN BE ��.� At -_ _.. - A = I M%rM XrA 4wil"IfF SW 1 32- j 32 3w Go" - =�' ,,, '% L-c�i,`- ORIOlk... &I-1 . .1. GOAL FL 3U1.(NH)B._.VT g & 10) COVOINED IN ANY WAY TO SUIT ANY - __WAAAA. PIN - W, =11 , - i voll ­Aaa � - 14W .1 -,.I 6 - R ; 11, .. UL "I-,* = N� -.0ali ARNC oumv)INim-'so FA. W.Im-als - - - 0"I'll, * .% PLKNI (lb4)M-7b4. m. lwxa"747 "' )�,Ji��, =wT .� SHEETS gE 5=,6 GI , - im. riffffi _- � t STOW @ jWILQ-OUT "F* (R IWILQ-OUT PC IM @ & (��o WMHERED ININGN I I � 20-.17,5j 9.1,51. DIN _1 - 20-175 20-175 __ _ W. I 3r 1 12 'I w i so- DURING OW INSTALLATION. 11 ­ 'ATI-11:4�=0 _­ - - - M. , - - _ - - _ I , 1 !�_i -- -,, = !- __.��_ I 1­1 A- I- I'V 10 CA- ­1 NAANNI 1-1 GAINING W . (ZANAC, 3 ALL" . PC SVILANnArm.,om "m , � � � I � . DFL. _,Ir_ 4K2' - [ ----�� - A , - I TOREMAIC ow 4 IN, 14 IRAVLAOU I � fail 001,1101 A. - - __444,41it I , 1 1 1 1 � � , i ­ F139 , 50111I.- , I I 1� � - I , - I MAMDA I I I I ______ INSIAUAIION DMIU MR REQUIAR PAN __ .- INSTALL910W EQUAR I P ­­ - 11 11 --- - - INTO POURED CONCRETE OR CONQUIE BL=K STRUCIURO INTO WQOD SIRUCTURLS I , INSTALLATION DETAILS EQR REOULAR PANEL 10 INTO WOOD - . � I ­ -.1. ­__ ... ...... . __-1.­ - - __,_ __ �__ - � - ­­­ lil � I i ,�7.- - ­', 'L­--7- - � I I - �, , �' � _j 1, I SEPARATION _(D - _.`_,�--,!�� --- -� -, - I - ,,_t - t- �L ill, - I - TO MASS. -_­ -_ I �"L * I ALTERNATE CONCRETE - 1�l WOOD ANCHORS :,] - L 11- - - I 'L - '. L __ , � . . " I . I I _ Ure,_�'. � ; � � .1 � ALTERIVITE LEE ANCHORS LOCATION "I I 11L _ , I I I . , 1 - _A��,Vsw "Um' wn (SEE SCHEDULE ,/"* ,, 11 , I � I ., - ­ : ,� -­­ 7 - ­11)CIATION ., � (SEE SC14MULE ON I , � - I CONCRETE ANCHORS -T "�'. i�l , �' SHEET 11) . -1 . ,.- , 1" ; . , I ON SHEET m I ­ - I EXISTING, 0 - ­ � �� � - 2,7", 1 (SEE SCHEDULE 04 , " ­ 3 ,_1' - .1 P - BEAM m SIPUP I , , / " _ I . I � WE SCHEDULE ON EXISTING POURED CONCRETE, - __ ", I J. . 4'#B* M" U& � , . � EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) 11 I i _111" , I . 4 11'r D.C. ­ � I,_ THROUGH loy. _' I i I �., __ . - , , ". R DR CONCRETE BLOCK . �_ !� E I I V­ - � �­-- ­ � � �- - -41-� ��- � � . I SHEETS 9 OR CONCRETE BLOCK , REQUIRED. ,� � I I =3:61�-r , ADMILIAM OF W04 P Cn _4__j 1 � � � � , � 1. - 1.1, , __ �4 ,_� , ,� I �' N, / ", � 1'', � L V Mo., , Ir ,� BEAM TO BE CERTIFIES BY ,IV � RE"ED. �%�,� 1 I �11 � , --"-"-) I e') , 'I -4,q , , , , _ � L TE LEG _� \ I p � i�, "Lt-11 I I I I jw .... F__ ­­­__f PANEL LENGTH nrl � , �, ,, -;--, ­ ! - " �l, � , � , , � � 1 , � � * Z� ­_,, rJ@ 0) EXISTING POURED y ; � ��"'.O,A " A CONCRETE ANCOORS , WOOD � . ", I .1 , I= "" � WOOD ANCHORS /, X'St"l- CONCRETE qeoulnfid� ,�,�, - �� . �� 14-1/ __�_ , 0, �, I i LA. I �� " � (SU SCHEDULE ARCHITia'1`4WirS��TTIVR �`/ _/ I ','� , : i �, Ti� , EOULE ON 11 , / , , I 1)_FOR 01STALLATIOR. "I / -� , .' - - , . " � �­­­ I I— 4E , , , ALTERNATE WOOD 0010�_ , ­n I' he., - ' I "', � , , ! 1/4, ) , i . I S1 , (SEE SCHEDULE N �11- ; - I � 41.1. mg AMINO HAN, (D 1r=_ -02 ,__ _ a! ON SPAC& ,"D ANCHORS 0?111� 1. M1.30. .If, REOUTATM� X�� TSEE SCH I . ui&�" _ �, I" . j � � W. Jln, Do" aA . fle, I ----- -- �` _ I 11 'a SHUr 11 "I y -m Ai�m � I sm - ! - (SEE SC14EVULE ON �,� �­ , I 1. I vlffi_,11'�11 I - - � L/4' 1 40� _­�---'-!­7--;4­---- I '. : , , 1�- , P 'I -," MAX I I OF v . / ,_ L' SHEET $I) SHEET I 1) � I � � � -to � - - -1 - ­i�.*-20.1* $4 44 A/ MIT - , , I - -, . Ile ;,, �... I ,1/2 � � 1 2 - I - I i 1�_ :L � ..� - --'I- . - I : Ss. " A/ Nvr, "I r� ! . - ­1 I - =__ Mo. I I w I ;L 1 1/2' ; ____f i IF 12 J1r O.0 CD -9- L ------- --F- - - -- I ....... _ 111,ml . � _!�A ,. I I , - - -, ­­­­ I � �t � ' . � � '��� I I _!;A __ , I Ile I . . � I � . MAX. CONCRETE ANCHORS : .1 :' _�_____ _____I i ; L . -1 . - I I I I I Z' , 1 I . wZmi5__ X'� ­� I � ; � I I (SEE ___ - ..... . , , � 2' L ED f -, I � I I I , :, , I I ­� - : :�.:,__ ==_ I Mo. WOW BEAM_, ,� __��,, --,--.--.--- _I i U) SHEETS 9 THROUGH ______ - __ - 1 EA1. -11 I -, � ,I - 1, - - � * __ I . I , I ­ 7 1�' - rc - -------- i REQUIRED I � I I I , � I 0, ; I- . - , I . , V M., It I . I �, __ � I - I � , �� . , (�)__ ! , _._1 AGAR' � ,;; , I - LCI) EQ - . . � . M --7- r-- - --- ----- -- ­� , - I-]), . �", .. _. I ; I , I , - 1­� . Izl-q Oa I � -6-0 - . I I ! � ;_,,��,� Lu i k PAN LE14CM L I - i _ I i I ,, I 1 �,v' , �. 1 � � AILRAINUM SPACERS 0 12 1/2- 1 � WOW ANIMIKORS ,�, ,, "� 1 ,­1 � I a � i -1 I = LE IT ON $MEET 11.) I I �. .1 � , 1 � I I (SEE SCHIEDILLE I i I (SEE SCHEDULE ON - L-Cl , :/,g�, 4 "I I � !�; ( TAB I 1, , � fiift, I i api. T 11 , I I 11 � I I _$­'; I "A. i � "' � ,,'� i � �L , SEE NOTE -' KLOAT FOR LIMITATIONS MR ; k SHEET ii) 1"'� " 11, I i =3 CIO IT ; 1_1 I . It Min. i IN, Sp"&6 1 I'll s , I ; a ;., : -01 -Al" ,a 1 ­�D, � i .11 S " i � � i SCIPARATION I & SCHEDULE I SEPARATION I v AAX, I 11 MAX, ,, , 4 , � � �� i I I/r ONG %mm EPARk N .� j (�,, � IF _01 > It _., , . �,;IA,__Vl, __ VQ�S:110 i TO QLASIL I TO CIA$", - t PANEL LENOTH : PANEL LINM "L � �, 4 . ci) ;4 - i ItSEE , " � L � � I SCHEDULE I i I , I . ON Si 1_1(111: SCHEDULE �'Z , ! I � u ON To GLASS I � (SEE SCHrEl (SEE SCHEDULE 11 I SCHEDULE ,,- 1_ PANEL MATE FEMALE 10 OR PANEL MATE 7 � 0 1 � � ON SHUT 4) i - I Miw= In i � , %& a ` , /I (SEE SCHEDULE ON I L I ON SHEET 3) I - PACEtnf) I I ON SHEET 3) I_ - - ___ 4,-,-7 __ - L_ - ON SHUT 3) _"' I � ' ' ' US (SEE SCHEDULE ON SHUT I 1) ON SHEET 3) A L � I Min. $EPWIGN TO GLASS. T, " - I 1/1101� I I'll 11 : ' V.aip .1 - , I L' � 11-1 V Mo. - 0 , I I i .0 I 1 �,1.4 t, I PL Lrl* - , , I --- ' ' L' I -- r tsu scHEIN,U, ON, ,imtt, a) i __ 1L* I" I L Pilim- LENGTH ­- - C'm - - I., Pill � � min= ' - - L -Itk- --- ­­ �_ --- �j L L , I I ii�, �, .,a C� I - I , ; (SEE SCHEDULE i � __ PANEL LENDPLI I " �, . � : !*4 � , L_ :V�.J__ ­Ir - LIM, ,:M� I I "_e, I I � � - _. . � zz, WAY, , ( : __ , AT. i 11 I v Mo. _____ ­­ - --- - �­ --- w Ful men MIT. - ] ON SHUT 3) 1 _I (SEE SCHEDULE - I , r I SEPARATION I ! -- " SEPARATION I EXISTING - I -1 I - ---.--- � -I ON SHEE, 3) , L I i I I =.=_,� �ilnw (SEE ! i 2'.4' WC500 RED _ IT _� - __­ --,-,L- -_ -1 PANEL LENGTH Ici , -1- A __ ON SHEET 3) 1 ! GLASS --I I Exisimp, I _,�,_­ - ­ - - -,---- ' - , S_ To � . ; (SEE SCHEDULE CILISTINqj ,_ IT TO GLASS. � I =1� .- A,tA------- MASS , I =� PLATE REOUI 4 7 ___­____] __2 I - 01 - , L- _0 - 4 1 - - I � - ­,III�.__ zn - _A ON SHUT 3) CLASS ; I 7 it I I CL 113-W i�� : 50% (__ - A ­_ --- ,__ I .... I j ON! C . DIRECT MQUNT W1 SPACER 6A 1 1 - I . I C I I j - I ,I F *0 �� T1 � ___f 'Cfl OF 'I: � : - cc Vk �� ... ��­ � ---I-. - c I * I � ,'-��-�-����-,-��.�-.-,����.�;.�.,,*�� ­1­ i CIO . ,'� 11 ­­,,­­--­ -,--I--,- I AUE&MYE-VC 11 ! ,j) I i Sox , I wx � i l : . ­- ,, i : I , I .,,,A.,. 'o, 1 1 i 9 I MAX. 11--1.11-11, ILLTI -4,41 1 JI [ -(DI i"""- � 0 � I � I � " 1�., ,,­, ; 0) � I MAX ll I I i � I i I r -1 I � L, I � C,p. g"g;-,� �SPACCR_ I 1 -149 � 4- . . . . . , 1 0 12 112' O�C�: a W..ET 11 FOR I PANEL LENGTHS * I 0 (4), � W% 11 I � r , I SEE ,;AIB THIS INSTALLATION. or V _"""""` j , " : �, - ' �D4 ... ,'-,- __ I I �� J6 - ­ - L Elp Of V It � I LEA1 10 ON ;KIN LONGS FOR . ­@ i � � . 0'r, I " �, ____ 11.1-A L I � OF IV k I ,I , " i I filai ! I . -­ -1- ----- - --L---j 0 1 t, , I - � ; ; , , . @ NAX� , 0 f2 1/2- 0,12, � I - L ... I- _1 i I r_1 - ,--,- �,, � - - I i f � I _rl I i 11 , ,I -1 I � . e i I Ell , =3 0 ; 1�_ =.1 I 0 12 _', I - I , I 0 1 11.1 I �,�., I L . I a) 'm � t m ,�., L� I -1-1. - I _­ .-I I - 1, __: i 77T - a Cs'--i- __ ___ ------ � 1 I/C_ I - __ ::::: ) - 3 4� L i/2 _- I- - �­ - I I . I I, .__ - I I I I ,­ i- �� � - ;1 �_ _____ N = I,- � 110 i I . i �, �' - -- � -1 � %.-. . ,/,pvc -0 - ll CONCRETE ANCHORS ?'�'�__*�, iN :�=_ CONCRETE ANCHORS � - -, I . -7 : �­ N;D . , ��11 ' L � - ,ii �, . "" I I . I A 11 . __ ____ --- __ . I - " -],-,,,.-z,--, � -_-� --.,- -�i��., -- � __ ON -, __ - 'L .... ­ J . I t I I ­ - I I--,- I- ,� I . I C �� 4;;�, &� #,�­ ,�., � .1 (SEE SCHEDULE OR �m I (SEE SCHEDULE I ED ([� - EXISTING POURED '. _ j, �, - �' 0 -�--,� SHEETS 9 . - LONG MAX ALUMINUIA I - - _� t . � � - - ­ ANCHORS I - CONCRIEWT . , q ., - --- , I .1 i � , .1 EDGE Of WALL OR SLAB - I I i ** bwm I � , , ; ; , " s,,IUTS 9 7KROUG14 I I ,'g , 'THROUGH 10� ` -r*,2 I/O I I - I— ­u..) I SFACM 0 9 1/4 O,r- MD FOR I , ; , _____,__._ ­____1.__1_. ­­­ 1, � � I I . ; U. � L L I'll I _= I ... , �,��, , El __ __ --- .-. ST= � i � I I I I 0 ­w_ �;;,_. I C ,_,_ : I �, - S .I S, I `U f SPA= smi MAY BE I lIr L" in __ - -1 _­T_ L-'----'-'- *X6 ­.­ 2*.4' WOOD I ­_ , -I- I I i I i� � " CDNO M ANCHORS I z R _ , REQUIRED. RLIE BLOCK _� I' MO, LONG ALUMINUM SPACERS 0 ! a , WX A" Aw I"T"WrIm PROM my �_.. ,_,-.L-'--- � REQUIRED . � , o ,�,_,�,,, EMBRED, 2"w4* WOOD I � .... .. - , ­ ....... � . � , :_4 � _ L i � SCHEDULE ON SCHEDULE 014 _­­F _- _' � V � , �i ,,,',j,,_' __YRIOD ANCHORS I � � (SU SCHEDULE'�Tfl_;z� �� I (SM ,� ; IT PLATE REOU106 OADM ~ *)ROOMY &MAIM go "BIT 1A). � . _U ­ � ... ", �, � _ 12 ilr OC� (sm TABLE #I ON ON _= 4. __ ___ L � T SHUT III m a- ii;v ;, ,�. ,,� �,,' EXMT04 POURED CONCRETE ALL DESIGN LOADS'AND PANEL t I - i I" i � i'll I ( I I ­11- -­ ­1_ I _-- I POURED CONCR SHUT 31 '�� , - ---� I I ilti!X` WOOD � - ANCHORS __ CONC , 4) __ I SHUT I 1) 51 e .�_ t -w � I " ­-�� EXISTING POURED CONCR . LENGTHS PER I *mm ---------- - -- I _1 � I ", fi` i i,,.�, 15R CONCRETE BLOCK ___7 (1) "Ba"A"M IS = `R11406ak"A'"a" WADWA "" I` - ,,�. OR t"� L� WOW ANCHORS SHEETS 9 THROUGH 10) I 1 I- wk. SYN"Ay" To ill." �m" I I I WET I,) _­,.Z�l - " � I ,� , , � � - STAlIGERED W1 MO ­ 01� MOD 14 =1*.Mxw.z".1."a =111 IT.mvv-j;iIG1,."` i � __ ----,. _ 1. � I ,�,�, � sHmm S & lo'l �N E ON I ,%:W I MCI,= IS 1 - " PE0411PED � � � ! i � ;�i iSU SONEOUL ING TJW%,%eG ND,U�*� I _. I I _ I . � A I � p � SHEET 11) OOMKO Iffft . �, Inim, new it Ile 04, V"a Allaft 09 - � L I mos is A mov. i I ,tit �­-2' ML.­- __ - - . __ ­­ � I ' I - __ I , 0 0) C91UNG AND &W 7 , � ' 1 �; it 1 s4m 4. I 11 _8 MOUNTING 13mg JU WS M OR I i �, LI) MAAMUN ASD DMIGN PROMURE . __ 51M WaU _ " L - . I i:, I RAITNO is .64, -45 ox" W AT ANY ape" Cn 99" I .- - i LMM Rivin Lamm ^4LM ON . SCALE 3/8-v. SCALE 3/8- I' I m &MXWA Sm"m PANEL U0911, a I WAU M SWCALE -1 ,,, 4 IRE91 MONI i ,alrmp'Tir�m"' CEILING AND FLOR MOMIG BUILD -OUT MOUNnNG " co 'M"' tiff . I RN 4 V 1 (4) I lie LOAD WADDY CMOM 01M. SHALL BE AS gUaTM ON WALL MOUN11 (3) voem pwilm ALMHAIM - 2W ALOMMUN ALTERNATM AN , ' %L 1 SCALE 3/8-1- , A= Im" ". I Z 3 A'S alvemm"al"A"Im 1 SCALE 3/8-1- m SCALE 318-1- 1 (4) SWXLATMN VAUD ONLY MR WIND E-simis sTIONMAIL, " vNE zm (IIII MIGNI or TIC FLORIDA L. AUERNAM Lf W wo AN Mea =%. y" POP VOLUNINA, SCALE 3/8�i- I i euum OW "'BORHAN"!k Mck. 2 A, I PER AM r I ""It I 1� L%. ­­.. ..., . ,- ________.____J 1�04P,��,:!��M ,oll" - __j A ... I \)urffli�, � _4'�� A- T144 I ­ I- , % ­1_1­11 I ­­­ - . _� w ' . . ,., �...,... t=, ..\\ 4 .. I NOTES. 1, .1 �' .. LZ = . �a . 'S .. j � . NO. 44167 f � , , P, . FLORIDA BUILDING CODE gh velocity JIM cane Zone) se - FLORIDA BUILDING CODE (Man HIgh, V#16offy 4ur Icon# Zons)l A �, FLORIDA SUILOINO CODE (Non High Velocity Hur cone Zone) 5 *! . . (_N*n H 2 z i 7 .. ,Z �loazs �, - IIA. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S_O� � I 1. INSTALLATION ARE ONLY VAUD FOR MAX. ALS�D� z " ,*E w2uma nurlim m F.pl < - , o.4416 . = 24 GAGE GALVANTZED STEEL STORM PANCL NQM EO rMINMJON OF 9=11 : I .* No. 44167 ". z c2m TILIM. #C� 24 GAGE GALVANIZED STEEL STORM PA14EL " TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PiLl') AND PANEL. LENGTHS S * ' I - 24 UGE GALYANIZED STEEL STORM PANEL - � * '*= GRAM W! DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS Ja * �' D" Wt �1 , E** . x: I - : - COMBINED IN ANY WAY TO SUrT ANY _% STATE OF DAAAN W. NMI FOR QQMK9M OF SEQW,Ns� TOP & BOTTOM MOUNINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = t. * __ . AS PER SCHEDULES ON SHEET 3 �p . � --Q� 9 - m � . INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD - . 1 4"- A ,z7- - - SEE SCHEDULE ON . -10 STATE 0 1 1 L I E C 0 , mic. \ GLOBAL PROTECn DOW �.I!_. " - Ia�___�__ - 07/u/310" E-0. -, EDGE DISTANCE 4X!E�l - GLOBAL PROTECTION PRODUCTS, Lm "'It"Al!"A COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) ON PRODUCM LLC. ' I � GLOBAL PROTECTION PRODUCTS, LLC. INGIL TOP & BOTTOM MOUNTINGS CAN BE 1. 11LIECOlUmc. \ -_*A[� - MEMBERS 10 BE SOUTHERN PINE No 2, W1 SPECIFIC L� TIME C 0 �..._ � A, I .,. FIL :LUim _,�,' ��IOAIO "[Sn"I' A, GO= 4800 s1w. 5 STREET DENSITY OF 0.55 OR EOUAL `V AL't __ AM Alm SIN, ITT sGim TRU" "'900 AN, 61 STRW INSTALLATION- _ SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY k " MAIL - 2� FOR NEW WOOD %, 17.* =77Z '. 7��.t YL _ K ' m4o, "O.4 , .."o "aier GAME FL 3nL4 wo / AA ­* - DIAIL FIL Mal. z `I � F;�� I., im III L B110-71LIS, "- W54)11051-4707 20-175 FRWE CONSTRUCTION: WOOD 1, - _ Di'xim-Ge", rAx, DIM)w-ps, 20-17$ 1 "'1111I I, " � � - ­ , M, DAN .- , "Imm 0*41immi PAX (qb.)s&;­ww -, - 20-175 INSTALLATION. � m _. allow IN, MEMBERS TO BE SoOtHERN PINE No 2� W/ SPECIFIC "I z�ri,4_ �� - 01D_"I_1m#.=1"` _. - _ . blimme; ma I W&F" Ae.mw DRAl `Iw < I LIA4 Ps" VIALImmiamnumEt"TE WALTEIL & Due 4 11114p b or Is . DENSITY OF'1155 OR EQUAL * I - ----- - - 4�, P.L n1i On I WAOIR b2n &.1 RX - I mowxll�%-T-E?DAX C.-Owoll ck-Dowlq ------ , - r'L am fflfz I I 11 1:21 uu=& 1 1 11 i �m� I FUND, &JIT, # 67 I Ivis I _j I . . - - I I 12- I __ __ I I SHEET NO. - SH 13 0 0 A 6 END !;LQ,jWRELT19H IN POUSED C NC BLOCKQONCREJE IF SAFETY & E_ R HAN3C STORM PANEL M SYSTEMS _.,^_ T �.'-. ,1_,..?5, � OR -= CONCRETE, -\ -0 ,(R ! ti3 ' ,. m OR 2'. P x .093' 3105 14-1a OR ' VARIES ! • 5' itn-! (�) & 0 REQUIRED ANCLE0 WOOD FRAME B ALtor cOr+r. N.IAt (r-. 1/2 _'.' t'AI"COH 42 t2{O.Cr , 7/4 __ ) i -.2 I- POURED wimawre, CONCRETE 1 i . Mtn. `>YS BCDC% OR 2*,e WOOD FRAME POURED DONCRLTI; ! Z 1 1/4'o A 13f4* bWGMN •,.-.� --a txRNO/ETE BLOC% OR �. ARC. a ql O.C. 2 1/2" 1 1 - REQUIRED , !.-.._ ! r a°' Min+- `,✓ r'•:r •x4' T1uuAE OR X. 2 Tr400 ! LAMA' lwrr22 REWIRED IT, � id J t _. .. .-,.,. .............. .. e. , 3. .R17 FW&1 ( F f ANO10 +. 'I 7fRrNA tfD M1C4116Ri �. :P1. CA R GBP .. Al N Y A m '`�. :'� a t D53 _ a 12'dC .;. .,..... S .. VARIES d ^'.:, =.. Y* x 5 x .055 CONE. r. ., . x t ,t� S' Mmc < OR 90 L 41 AL,M_ AND4E I S Icx ow* 31 S HISA BNEiE G O CONCRETE LY,1NGiBTF a Pa IRK TPAG*: BEta P MiTM MUM NTE d p� !- BLOLWi oA ""44' aamtl i �p 1 1 FRAAif. R 4" 1 [ v a' % 2b` I'"' �S h 1 I - t4 F REQUIRED 3.D5 H TMt / I 212" 1 aOBS-1H ALLOY ..-,✓ ,,... 2 f 1 Min. , a COYn. AURA, AAY,LE i . MG. r � r Moo- CIN '"k--•-f i/4• # IiOii` ,}7 e a' " .472' N,4 3-TB W a 1­2U,C 0 i 1. OR BOB NET w/MGI1A,n coot. Al- ANr3t CASE A (PLAN) CASE B (ELAN) t'ASE C (PLANj CASED (PLAN) SCALE 1/4"-t• SCAB Ved -i' SCALE ,/e-l' SCALE 1/4`-I' __ _ ! 59UO-SET OR LM%-IN ! OR ELM PANEIMAIE 'k: ....-., . __._) l (/jam{ {�,yy j ROWED Ca14C1tE[ _. ,EXg TRN AT ;'NE3MLE m Ara - 1 '. l 'V 'J a OR CQNLXEIE BIIXrF TdP,t�r"BORM,1 Ot PARL7,MAIE Pills SFE - PiXItEO L' . t,SX 4, . SIDES EW OPENING OM . N( .,': ! ! n- E 91W4 NC 'a"StEEiS 4. .^EFL BtDCX ,,., VARIES .......0 (rV'H.�i/PPABE�SiNO"x�. 2'#" W#EO FRAME -.,.. �H,G0.'! � � 0 FPALrE REPXIIREp /6 MPL1s Y1.E 10 W „) OPENING WFDr6i} A{ptram CorHCrHETE. CONCRETE AEOa Fb '� "" "Y'�,MrIL"1 ` 'ii+ !Cy%'_w. x,, 4,,, „., :,, '.`'t e * AAx" A OBR 2'rA^ WQUD FRIJAE R . I 3 ,'>.> ..kky.., "`,"'w'� !-.,.._. .. ��+�, ^(�j Yl�tlt wJ ARCI'IOREL k'RDNT :k .,,.-.,N !"�, I'li 1 FLAT f1AN6E5 PAIWAEL To "mess k i^•r• , V l"P' ...10, j T' M. I WA I (NEYTR cur END PAKEL) ~ 1 X . B O DISTANCE ire. ',_ i 11 ,r--__'".,. _ '__\ oer-''ars,d.+as�..>. .�M w77tHntNaec- -11-tl f / :tea: Ra �. r"'A'I CASE is`(PLAN) \ ^ ff asu i ua •`ww>p'�' ••.� f/'�4r,0 SCALE 1/e-l' ...✓ mrt o s' ac �>�•: NCEN ` �.': VAUO FOR GREET MOUNT INSTALLATION ONLY & ,` se ".. - s CERTIFIED PANEL INSTALLATION AT WADS W/ - ., No. 44167 - SURFACE LEtra VARIATIONS WITHIN 3/e x �' . # * r FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CASE E (PLAN) L ASE F (j'LAN) Of o�Q mn,m � f.. PQ'•_ A...=t`y,',t 24 SAGE GALVANIZED STEEL STORM PANEL .PUMP, 9r: SCALE 1/4">t", SCALE 1/4'-1" .,<QI:1ti ,,• ,, ,fl' _-.. - T-- ,-A'�sg1: � m ILA E C Q 1N+ GLOBAL PROTECTION PRODUCTS, TLC. Frr,ofr tit ems.,. .. OBOE sw, a, a1RW .,` i1STIN6 k 61p1KEElM WMPAHY / fi'2+f . wA. 3Mn R'Ar 3/a wNmx 4,Pt%a A J7NW4 O.§Ya, rL. 3}7t4 -. .- 20^t 5 t P - n9W,r- NsoNrca"mA IRS-Awt-73#5. FNC INN)9BB-B7BT ' CA-GDT6r1e -u Saw+: br. - owmw&#4 p,E. ±FALf19PaAT1rPFfDATE WALIER A` LLP 4'. PZ , &a I- (VALID ONLY FOR PANEL 1 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAX. A.S.D. DESIGN PRESSURE E MAXIMUM ANCHORS SPACING FOR E,O, - AS SHOWN ON SHEETS 6 & 7 APPLCABLE 10 % & ANY OFHEM wjm;iu PANEL IV I(P.a.t.} (m)Y3`it iAPCON lAfi SCREWF4AN— PANEUAATE PLUS I OD iSPBNG 13' 13"w (TOP) 1J* trIr 13, IW (BOTTOM) 6 t 2'Si 1 / 2' , a /2 e,?' /1. wiTOp) ._. _ '. - - .._. ,z fZ 6 1/d' _ w (BGrT.•) _ 5'-O. oR a' 9' @` (TOP) LESS ,r.__..____,_ _..,... _ - 45. OR LESS 7 '"� S , 3 13' i3* T3" (BOTTOM) w 0M ) 1r , " s_ ts' , 3 9i T` l IN (TTX' ) t •..-,•-, ,w BOTTOM 6 1/2' 6 I/2" 6 11Y� 8 t/2'y 6 Ilx" (TOP) 6 f / 12i 2" l @ . / ) T4 4 Ile _ 4" ,- 6 r2 6 Y ^ - _ fM') ,4 _a. 4 if2" 4 F/2 _ a^ - r - (wr 3w (Bott4W e0 T/2^. .-.._-._,....--- ' 9r 4 1/2` _, ,...._..,... 1S* ..^.._, 12" _-_.._. F..._._,. t3 _..,....., }2^ 1J"... - 4^ - B 1/x* W (TOP} _ 4W (BOTTOM) 4 SEE TAKE #1 FOR MAX. A,S.D, DESIGN LOAM & MAX. PANEL LENGTHS §YEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A,&D, DESIGN PRESSURE IrA (P-0 MAXIMUM ANCHORS SPACING FOR E.D, x: AS SHOWN ON SHEETS a & 7 APPLICABLE TO AcrummkTiven GOALrT, OF THEM MAXIMUM PANEL IE Nam -L- (H') TAPOON LAG SCREW PANELNATE. FEMALE 10 PANELIAGE FLUE VOW BUSHING is' Ir 13• 1' 3 .. t.a, tw (1G) is- _ Ir is' -- 12r 8` PY (BOTTOM) 6T /2 9, ' la a t • /2 61 ` /2 G 12 / W OP (TOP) e a 12 6^�._„ - . _- ..__ m OP).._ OR LESS .�. 7' n 7 1(2•- _._ 9' '- 7 ilY" -#3" r 8' _ - 3W (BOTTOM) -..Eta' 7r-- ,3' T3"DIET _ (TOT) >+45 -45 TO +TS. -75 t3* iS - iJ" a' iJ - iW (BOTTOM) ) ,J• 1 1 Yr t3' 7D iW OP y: _ w _ 6 Ile � iW OM -6 11r F 6 1/2• a 1/2" - 8 ,/2*_ - 6 /2' ^ 2w (TOP) 6 1 4 12 1/2- r 6 t 4 2N 9o1T." >5 -D* r0 �� ,: "" / 7 I 2� ✓ Yp T i " ::__-__.. - (TOP) 7,-5+ S" 1r s , ' l 2 ...,..../_. " 8' 13'_ &* __..._..._,. ... U' T J(EDITION) EDI w Dom.-, 13' —1 11^ ,3 ­-2:­ 73: Iw 4W (BOTTOM) ' SEE TABLE 11 FOR MAX. XS.D. DESIGN LOADS & MAK. PANEL. LENGTHS WHEN SPACER @ IS COI�EESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE t A A.S.D. DESIGN LOAD MAX" PANEL LETIM 40 PSF OR LESS 6'-8` > 40 PSF TO 50 PSF W-2- > 5D PSF TO 60 PSF 5'-To" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR iNSTALATIONS W/ PANEL MATE FE NALE t0 OR PANEL MATE PLUS ANCHORS & W/ " S xolijTB4INiN4g.-1/2` O.G, iNSTALLAII N DETAILS FOR LIFE MEETY {PANEL 11? U T N R TSTRUCTURES tfA"I TApCON_ ,._pS)STING POURED i/ev TAPCON,�.___ _ E7UST)NG POURED ANCHOR O 9 OC CONCRETE OR ANCHOR O 9' O.C. ' GENE OR gt ,s, R&ON SLOCX : 3,F � BLOCK f .. � s --�) _ _I _ I t 1r - f tz 1 4` Ile J J f MAtt...- caw i €,&A ... f r 1 ' rf: i - 1­ Ir� 4 n 1°HIP. - I i....'/ � '0-WAM1101411 I Aw- , I m 1 w.' +" T / li 4 dCr A S. i j q ALAS _ ._-. ... , r .. :..y " 5&. BOU3 A EXw'm'N. , a Rote. __, _ '._ . __:.. DIG 6 ... _, ... N eA o _, _ yr a=.. AS G .. .L .. it ,GLASS n„. -.,.,. 2 ..... _: : Me i11 4 T r I I �° M q 1 L" MAM Y . �° k pANs'? WF NGriH �.. .-' `.`,= �: i ' e" PANG LENGi'K .. ., I SEE ELEVATION A , Afro, • .i ION t THEN O ( ON SHEET 12) q__..._,r , �.._...... 1 R-"SEPARATIPMF.- i 1 B TO GLASS_ i a _ i R T- -T "- i I i L/2 i 1'1 1.:=,.:r { i s• ExISiINO POURIDI GO A/ -.. i i Cxm1NG POURED. ` y o y r f- i _ 1 CUYICRE-fE ltR I_ .- t CNXNCRk1E O R � i CONCRETE MOCK ! ,'I - - CONCRETE BLOOH r -N' Y`9 RY:OUWED. I 12 Hff at RE'WR£O. /z,. i'' I (BLtLND) I s. ;.r3f_. %nw P 1 4 ". I1 - 4 e PAN TE p T£ _ AND NO 1 O. TOR BEND Lr�� ANCHOR tl 2 k 2 G, � ( ) �.' NAIA3fiAr 1 WALL MOUNTINGS SCALE 3/e-1' 4.......... H 1:. !/ Z/,.Z ti,• I/ok FLORIOA BUILDING CODE Non High VelocityHu cone 'Zang *- '* , * _-E Psma nL'E`°. I'Hc 24 CAGE GALVANIZED STEEL STORM PANEL. 'W,. = q. STATE D on u .0'.' . F ' GLOBAL PROTECTION PRODUCTS LLC. r T, s, Ark LORIDi��Z�t­­ ITT c o Lpc, IO 3, S AEETw EI.y I #B�•i f ••• •.` f' M44TIN. K Wei MRNe" •�R xt,NelYiP,rl333f4T3 AA Q 0-A�ffA� 2 i75 Ik 1tUox«,r , MN) Nit-+ � m-+N1 PNF41C: (oarMsl SOB, tI�r)aeo-e NIlL11M CA-000E716 -ro APl wkw ma wr ME 4PNTHa ft Pk, RAMP N+ATIur13W YMl1ER A TILEIT Jr., Pi 4m aIERT r4 Gr'tG BY THE SEE BIELTa 19 NA ib FEat NTRS TYPE & SPACING FOR INSTALLATIONSINTOiWTGO FRA3dE BUB.QR�"Y MINIYW HONOR aPAo1N'� Na NR4NLM FDA OtSrFNCL ARE OA'NCATEC off THIS 9OHRDUE. �oR Eo. LESS TFWt INQIDtiCb ON SCH/EOU1E REDUCE A SPAORNc BY MIA.1WlY1NC SPA 'SOWN ON SCtwDtHL•"- MAXIMUM A.S.D. OU19N RMURL UJINg (R.m.f.) AND I 3, MAXIMUM AWNQ8 SMWA SCHEDULE (VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 & 5) MAX. AS,D. DESIGNro PRESSURE RATING (P.w.r) MAXIMUM ANCHORS SPACING FOR. AWN ED. PER SCHEDULE BELOW * ' APPIMAeI.E & OF »&TION MAXIMUM LE .Z tN�} wx ASD. PRESSSURE RATING (P;s t,) YAXIA M ANCHORS SPACING MR TAN ED. PER SCHEDULE BELOW � i &ANY MAXIMUM IiNGDI Sn.) TAPOON SCUD -SEE ANELN� FEMALE ID AN1UkATE PLUS ZAMAC-NAIUN G&K-tu TAPCON SOUP -SET FANELMAXE FEMALE ID - PANE PLUS m"Ite SAMAC-NNUN CASK-w TPujim TO a7 �]E m TO TO k to ro m - to mamE m m m OF THPi9 +45, -4a OR LESS L 13 73 13 13 13 13 i3 I3` T3 13 13 i3 1 (TOP) 6r-aa DR 1 ,:1--a5, »q¢ - T0- +85,. =68 73 13 71 13 S3 .}' tr t3 tY iJ 13 i /2 (roP) 6,-$. N� LDS. I5- 13' 13^ it lr Is- : 33` 1r it it T3` 13' I (WTTOM) 13• it 13, tr Ir is- IS* 13" 13' tr i3' 17 If2 'I I (surroM) 'r Ir 73" 13' Ir it 13' 1: I tr tY_ 1r 2 (ROM) 13` 13' 13` tr f3" i-r Yr 13" Ir it 1S' 1 1 f2 2 (TCP} 13' 1 • 3 1r mT3' 1S' )3` : 1 3 t 3 T ^ J t " 1 Tr 13 ° 2 (96St(Mf} Ir 3 Ir i J lr P " 1 t3` 4' 3 t " S 13' 1r 1S' 1 1 /a Z BOTTOM (.. ) tr f3` tJ' ,3' 13• tr 13' i3 f3 13 s3 73 3 (TOP) 13. 1J N3 T3 is TS 1J 13 13 13 1. / (TCr) 8• _ B"w 12 1 n S' _ i-i 2 a / 6 1 4` / a' 1 b 4 / 9'. t2 T Y t2 1 2 f / . - ! 9. 8" _ r -8" t a 4 / a^ _ 8 1 4* r 7- 1-2 a BNMSON ) ( a , tT ) LL YY C_" / 2 t2 i Y l 8:74' r 6 1 A• / t 212 l 2 2 t / - 61 / a• a t4'1 / t T�TTRA) a" 5 1 2' / � 4" a• a" 6 t :.. 9* 7 t 2 { B` fi � 6" 5` 4 TRIP i 13 " 3 .��.. 11' 3'IS-lil;'; T3 : 13 - - 4' ta' 13 _. tJ fi 1/4• Yr t " _3_ ITT " 3 a 1 4* / ir. iS' t3* S 114' 9r a3` �fi--=� T i , 3 r I 1 3 1 - -. 13" i3 5 a .�"_ 't3° , 3 7 J --_- 11' �... 93 IS 6 S/4" 9r ,... t3 iJ " 8 t a" BATE : 6.. DP (T } S M_ TTO (W ) $ _ {EDP} 8 BD7i.". ( 13` 1J" 1 r 1 '. 3 13' _ �3^' 1. fr 47J'-.,., a t3" v_�. T , -` .3 3 Tr. Ir. 1' " J. 1 " 3 a 13• TJ` T J` 1J'.. e 4 r k 3".... - 7 l2 11 k 2 / (BOT€ - 8 tTLWi (P-T1Q. M} 5_ _ ,a' 1r r 3' 9S' tl.3° 13' 73 13" 11 FI/ 11 /r2 6 {TOP) —'mm S /F` b Sf# a T # 6 Ile - _ ,: - - S 9f4 & 1 <^ 6 {B9TL4w} 13' : 5` 13' i S0 f2 tr T ,3' j T" 7 T/2 5 If2. t3^^ 4 ' 1/2 1. OP- t1 3 ;5,�. 7- t4"�4• 1r b" ,r t3• t3` 8 1fa' '- 11' $ 1.2 9 T 2'. / 6 t " fx 13' 5 1 Y l t tTfm') >6'-4" TO g•.=6. _ 53' 7" Ir IS" it 9 If2 Tr 9 1/a 10 1%2. 7 7/2 93' 6' I (fBtrO,ATTOM) 13` 7 11r 13' t3^ 1]" -1r tO* tr 10, it` ` a^ Ir 6 1/2` 1 (BOTTOM). - F3' 3` 13' 10 1/2 T3" , 7' 13' 7^ 7 1/2 S 1/2 lr 4 t/2' 2 ",r.) 13' 6" 4r 13• B tlY 13' a t/2' 9 1/2' B 1/2' 93• 5 ifa" 2 [I{A}- 13, 7^ 1]*' 13, 13- 9 '1/2 Tr ?.9. 112 10 1/2 7 1/2 13• - 6 1/2^.. 2 (BOTTOM) Ir 7 1/2* 13' 13` 1r Yft' Ir SO" it" w 13' 6 I/2' 2 tBOTTOM) 13' 7' 13' it 11' 9 1/2 T3' 9 1/2 10 1/22 77 1/2 '3' 8 ,/2* 3 (TOP} 73" 7 1/2' 1J" f3' i3` 10` IS 10 il' a" 13' .!-I'- 3 (TOP) 1 2 1/2 t2 t/2 a 1/4^ 6 i/4' - 2 tJ2'$$_,j4` a i/ 4" 1 6 /4 3 (BOTTOM) 1 1 2 /2 1 2 f3 6 t/ 4' a 4` i/ x i/2 T2 1/2 B i/4" t' 6 /4 3 fBO1TENA? 7` 3' 8" S ,/2` 7` 13 1/a' a` " 4' -- 4 Ile 3" a i/2' r 4 (TOP) r t/2' 3' a^ 6' 7' #' -_ !' 4" 4 If2' J if2' a t/2". 3' 4 (Top) a* 8' a* _B' I - 5 1/2' 7 1 fz- 4 (801704) 6^ 6• 6' 8' S T/Y . 7 TA- - 4 SBDTTOM} IS` ° 7" 13' 13" tr 9 1/2`.-13' 7�91/Y O 1fa ? i/2' 73' 6" 5 {TOP) 1J' a 1/Y ta' f1' i3` ,O" IS' "' lt' 4' ,3 6 If2^ 6 (' 13- . 7" 13' 13* 11' 9 1/2' i3' =0 1/2` 0 1/2' 7 1/Y 77" 6 " a (BOTTOM} - 13, 8 Ile it 13' IS' I l0' Tr ,0' ,,` 6, 1r f2* 4 5 ($OiT4M}. ,S' ;. T3' t3" to 1/2 t3' 7` 13' 7^ 7 t1'2 S I/2' 7J" 4 ,/2' S (TOP} 13• a^ IJ• 13` f3° a 11x': 13" s ill* 9 i/2' a If2' iS^ f2^ L 6 (R)P) I - 1 _ 1/4 8 1J4 " 6 1r4 9 1/4 , - - S i/4 8t/4 " _ r- 6 (84i. ) - ._- ;-. " B f4 6 ll 4' - e 6 t/ `: a liA4- - - - a T 4". f i` BOTT,-':..a 6 SEE VOW II TOP MC14ORS TYPE & SPACM FOR 1N41'AclAWN6 QCD WOCO MAW BUILDIMI5. .MINNUM MOM SPAO*W AND MBNAIUM VOLE DISTANO€ ARE 1NTACAtER ON THIS BtNEDULE. FOR E.D. LESS n,UH 2 4TE6 DN 3A>NEDU44 REDUCE ,V4CHOR SWIMS BY IAIJWLy aPA@w1T SN0631 ON SG'FEMAX BY THE FOLLOWING rwroa6, FOR I" OPERATION m BE "On'SWLE, REo1rDED SPACING OBTAREO UW4 FACTOR Sf4N.1, Not BE an It" M "" SP.MYNO WNokm FOR EACH' ANCNLR TYPE 09t flaS SCHEDULE ANCHM TIM i/4`A lfie_ I/4•A Ve* Ifs"a _I/0* _ TdAOOH SGW-R7 - - TANK -MAN T".* "04MUM MOM lIPACNG (I,•) 3 3 3 S 2 yr 2 1/2 WM6m XWCKM OQ 3 3t1r I 3'Ir 3 P6TARQN.a:11� aQGt 3 511r 3,Ji 4I12 '1J2` ACBYL 896E Dtt.WWCE (E0. FACTOR 1 ifA' G'u _ _ _ ___. -.. _ _ -. _ .Ilm .1-----i;1--w-- -- _ _ ___._. D.5a ., r - B,w IAD - 043 _ _ . _.--- ._ i, - 1Da _. 3 tj3' 1AJ '" SPAC1NtS ON!Y VAIJ1) WHE)4 SPACER®is USED, SEE T -. !T FOR MAX,'A.S.D. ()E1?iGN- L040S & GNX, PANEL LENGTHS WINM .SPACER USED. 8 A.A.O. 1,110 MMMU PNRLPANEL.. 40 PSF DR LESS '6'-8" > 40 PSF TO 50 PSF. W-2- > 50 PSF TO 60 PSF 5'-IO" A MAX. PANEL LENGTHS ARE ON VALID FOR INSTAI"(ATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O,C. ,-.._._.. __ _.. _._.-...._-_-__._��.r._.AACNOR5 (SEE SECTIONS & ALTERNATIVES ON SHEETS 1S, 14. 15 &TO) --__._-._..__- _- ■� 1 a" MAX. R-TA/13. R-2A/13, R-3A/14, R-16f13". R-28/13, R-36/14. 3 MW I- MIN: , M9i, DrIW..i -- ---: R-1Aw/15, R-2Aw/1s. R-3Aw/16, R-18W/15, R-2.8M'/,s, R-36W/16. r�--T. . -- ' _-_� - _. __. _ _ T 11 i �i % C € i l I I � ��4'I 7 , F I I i.: � f I I, 1T 1 4 1 , I I IE L,2 ?' ! , wL---- i ! 44"41-20XI" S.S. BOLTS W I i 4 .,1. (USE FOR PANEL LENGTH MAL . '� PANEL LENGTH 7'_ �0 OV4R 67 ',.,J7..REGULAR STORM PANEL I i REGULAR STORM PANEL fI 8'-8' Y +40.0. -40.D.. P.kC t '. -. I (W/ OM MAP MID PANEL LENaTN BW.T) i . :^ '- LIFE SAFELY STORK PANEL _ - ' 1 r-r 0 +5O.NA -54.0- p f, - : ) F _ i (W/ O'R17QAP MID PANEL ikFNGi14 T) O DOLT) -._ - _ - -­� . A--.- - 1 - i - - I ':` U 2'-5' MN. PANEL L173G71f 1 4•/- i' -AT ALL Mouirrivin - . BOLTS. W F- S,S T1 A . OVERLIE EA i I _.,... __ __ _ _. ,A, -- . - { t -. ; 172 ; # t I , i , I ,..,_,...-... , _......,. , t. „" _... _ ., „ _, ..,._'-,.,., , . _ ,_ 11,..1,E . ,,..__ _.:F�--- ,,,...,.,.. >.._. -v , -:_-,_....... _-__.. _ . _ ,___ ��.- �"_,.... i 4 v :. , i1 Z NO9`ONES Al 5TUQ 5 (c T 6 LIFE I I ' 16cA ON L SAFETY ­�-­, PAN BOTTOM CORNERS > Fi 0 �% - ,...._ .:" ,,: - �iNERW;,.: :_EtMEFaAP-. .,.L .., , (�ON OT= WING i+N2T All, v wNG INN)i AT - ': 3' IAAIf LEFT PANE ,_- RIGHT PANEL MAR.` 'I• INSTALLATIONS ONLY VALID FOR WIND T• MIN, R-TA/13, R-2Ai/13, R-3A/14, : - R-16,/1,i R 20/13. R-38/14, 1. Nita, SPEED UP TO 170 m.p.w, ' R-tAw/15, R-2AW//5, R-3AW/16. R-1DNf/15 R-26YA/15 R-38W/16. ',._- _--__... ____.-_-. ._._-,w _ ._ 410:1i0R5 (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, ,S &YS)-- ,_.._._.__ .._.___.v_ _-.. _._ J"L' ,FE SAFE STORE PANEL 1 EL YATICN (t) /4 MAX. GAP scALE 1/4t 2 sa7' -- fl REGULAR REGULAR i ` - ' ,� STORM.. PANEL OWL `h1s4A2' 1!! NHf1.E VALLM STORM PANEL -. MOM �,aUA011H4nfN Fty ! _ ¢j 1.+vSC . MAX, GAP .._3 _.a___-_ . _„__...._.::-_-...,,,.___ ,-.. .. ---... -, __^. _.s, - `_._.._,.-. - ,a; _ a w 1. = '*"' ,_, __�sti — - - — - fBl . _ ,, 1 � � • s LIFE SAF PANE#. ;;`o't.11:*f FLORIDA BUILDING CODE. .Non High Velocity Hurricane Zone '. EXTERIOR34(iaR#4A rt���^`` 21 GAGE GALVANIZED STEEL STORM PANEL FA �•.r.f N��� a _._.. w,A2rr2tlJB SECTION A -A I L. E C C , N G. GLOBAL PROTECTION PRODUCTS. LLC. Ors, 4 LW. 31 STREET Itw dYL la.. J* A M ".110.PF.3,u- "14 FL 3MI4 SCALE 7/f"-1` 'LO> u.m, am a^< PoaNO Tw4kS4-754a FAIL N54)MIS-en7 20-175 CA-DBOS7,G 1s.P+1 OMWNG No: P.E. SVuf56HMTiRIE/OGEE w0m A run ,,r.. P.E. T4-1•T v 9iEETT 12 OF le 4A467 I I INTO MP .STRUCIM �. ^ 1 : ,I -.. 11 '' ," t f HFADER fi _711 Ii WD00 HEADER +.' i I W� .FADER Y�DQO 11 yµ4p0pDO MEAGER ._ _ yrEO . ( REWIRED REWIRED ,{ C_, I Ti£DUIRED - 4 r �1 il #"/ TAPCON 4". TAPCON f I4y TAPCON lA'/ TAPCOM :- i _:. ;. '-- ' f , ,, r ANCHOR a 9' O.C. ': -,, I ,: 11 1 ANCHOR O 9` O,C. -- , -._ ` i. II ANCHOR O Y p,G. 0 9' 9.C, -;= f - iI �!iI ,I �1('' .4 11 H J r 1 t �}2' t 1 / / T i I 1 itt 4' 4' , t 4' ,� r / r / I' I MAX. I --. MAX. MAY_._ ,�.. - llie- „ .__._.__..�:... - :. a ". ..-,,... _....__._..,_ : � � .. .�.._.._.. 2,' a I 2., I r.,. Il I f I ' [.'' Man, s Tan. - bA.. i... Ii C I t M MIL t rt`... 1tk I f ;1 f . 1 1 r I 1 1 [ T T } ! 1 N a � �� .II„ � I t 9� �, t i ' T 35,. all W a f .'.t/4W2Or1• '• N __, .�,...:, y:N..:;: ...,. AT FX a B .I, Tr4^4-3Drt" j 9 , dA::.. •. J". ,:: K [lL N�[AJP E335Ti :�: - <.^ ? , EX _ L.:.. 1 Sa: eatB w s n T i OT6L-B / 1 c a I AT u 1 OEAS'a -....) XT Aim G a sL IDES a__ ._ _ . G.A3`i ., ,. ,. hrP, ,.�-'.,,.r BaRa77 t;ULS5�1 `. a` (1R6: riR RwFl i,._. t 8._. I i -�P q .. _,, .t. ....- . I d Salt am Y - q 1 taa6, 1ATA Y.�f ffi H '!' AWL,. kl r q q H 1' MAX. It II '. , ; _ _ R r-. _t ,.... -. _..__-.. ._,_:_ a...._T: _-::: d• PANEL ikTaTk1 a ...__ A ._..__-. _,. ._- _,.. Ir PANEL. 1sRORt ''t .-- �.. P,-_.._._.._YT4,_.. 3'Mo%,. A'-'-__-.,f?.-_�.. 1 . (, (SEE F3EV i f i L Mae I a TEE SHEET R 9 ! P 121 ELEVATION P Ik I A14EL L.ENGTt'1 R PANEL LENGRN ON SHEET 12. I � ON SHEET 12 __ R I ,._... , .�:. _= L.,,� (SEE ELEIATkMf It __. _ ....__,) _ _.._.:.,_ .. :--. �. {�E ELEtrAtltlN : --- . �__,_._I ) 'T R 11 t` 1 ,ON SHEET ta) u - ..,.a_._,. 6 1' MuL 1 1.1.! } A..__.,_. 1..-A .---.T ' 9"-5£PMARON-' T� 1 it t `_ 1 , R TO 4LA55. ; li'-S17,ARA '__ ..Q 1✓x 9._.SiPARAl10Nt - - .. 0 I.W. E[--_ `� 8 ) y''T IT (TO GLASS 1 b" i u ;' I 9 TO GLASS.ON i , { S• 0 I t-. i�`..- i 9" _I _! N ED. ,. E6 .< _ k �, jQ ,,. ,.. _.. J` 2WJ t ._ I .,_ _. _..____. r as -I e12t. aD, .if2". - .• Y' 4YN6- I' �s I L, ' 7 �� 4 4 a AT _a ) b Ns l iI I 't}. PUTS t %i Ifi. ,.:.!` aP. L1'Sw. ..; - _ t RmAw ` I E I alit ... .I L.4'G TAPOON 4'A r N1, i i� t ApCO4"A T . i A0 - d »J ..�.:� .I I" f' „Y ', t i ! ` I "' `. 9' PLATE ANCHOR q $" D,r••. ,'1 : { , ANCHOR ®g" O.G. ANCHOR 6 8' Q.C, PLATE. -} r .`' , , 4 TAPCON . ..,. a 1. ; I c STAGGi:R£o W/ =*stU6 .,' I.. ./' '1(} 11 v x.=1" 'StAOGEREn WJ 5TU4 ,. ' i�OUTASD li' 4 ANCHOR O 4^ O.C;. ' :. i .. S»a„ ,.. , :,.., : 'i�11',�, y i j I I ` n�•74" ! ! 1 1lri g.: , � WOODI �. .:. PLATE PLA76 4 q t - -1 A ,...,� _. ... _�_.,.., +.»...,_� k:, J._; .. I .. .. RE'INARED - > REOSIFW.O e f., I- _I_. I :w ,�TERNATTYE R-TAW Aim` ?Ajj E R.-1B1M AL g( l�Tl��E_iR 0 O REGULAR PANELS Q ilEE SA�E1Y pjU�iL It IJFF'WS tElT P EL WALL MO NGS s On"-f% WALL 110UNTiNG s SCALE 3/9-1' SCALE 3/8-I' ;04 A. T'f/ 1A?/A�- i `�, Klt ? y y1TA41M$ `� s FLORIDA BUILDING COOS Non High YldoCi Nurrkone lane) . :. r ' S ,#CYO amm RTC. - FA_ OATS x 24 GAGE GALVANIZED STEEL STORM PANEL ORAW7 BY.. 1 rl . INSTA:LA ON ARE ONLY VALID FORA:S.D. OFS.GN PRESSURE RATINGS (P-s.i) AND PANE! LQ4GTH5 AS ''�T * ` j aN/V/2= PER ELEVATIDN QN SyEET IL S : STATE4- — I '"� LL. GLOBAL PROTECTION PRODUCTS, LTC, Dt�E 2, FOR NEW WOOD FRAME CONSTRUCIYON; WOOD `', n f"...�"' �-�-- . ' a -. -_ +ova S.w. 6, Slrw MEMBERS TO IiTH '>:ii1411 .• s NY,3m.m wx WIWAdW#N; A. PAYE EL3T3ta EM RS 8E S0 NE No G1 .. :. -1 W S 20 7S PI 2 SPECIFIC � / ....ERN ... F 62@T :YIN-t PROHE, 954 e54 3. , #sI-,mtd, A3Y iSaR-7845. Ott uwr,,.. AP.. =. ( ( 7BB9 13aW. NdRik I)E115EIY OF -0.55 OR Ei5t1AL. h .� ._ AWMRG Ma: ._,_...:-�.. OH°(C9aT34 You Wrmr Mw: w:w etleNtlm d, "If "SEEN 14. 1 rygHEAlN1E vat-YER A RtUT' d... p:C a a #&lii id M trt (VALID ONLY FOR PANEL(j INSTALLATIONS AS PER SECTIONS 1 THRU 6.. ON SHEETS # & 5) MAY A,&D. PRESSfXtE P,TM } MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE 8E.OW �F h Lit. MwMUM LETFC'ttt (it.) TUX, A.S.D. PRESSURE (p n-i) MAXI iUM:ANCHORS PANIC FOR GIN EA. PER SCHEDULE ev-Dw -. •E g ANY MA%MIUM LETNGO, ( .) TAPCON SOLID -fit FEM.U.E b PLUSH ZAtMC-NA,LIH GLLK-iN TN'CON SOt16-5ti P PUS IIE 7AMAC-NAILN CA1K-IN m m ` COMMIT :cot at[ 10,N ' Ix' m t9 Ri m m m ,�. m OF THEM EM >+65 � 65 ro' +15, -73 13' 11' 1J^ 13^ )r 13' Yr Ir tr 13` s0 ^ 1 1'_6` tFR kL4'D >+75. -75 TO +119.-IIMB tr ! S' I' o T 3 /2 i r t6 1• i2 1r 8 1 2' / 7 1 J2 t 5 .12`. t3' # t Y J l (TOP)- 5._6. OR LESS t3' it* 13^ 13' -13' t3" 73' tr t3"_.. 12' 13' t0 • T M (BDTTb) 1J* 6 1 /2 i3' tJ' T• 3 4` t" J B' 1' o T t l2' ,r 6' T OM ) 13' t 1' t ^ S 1 " 3 11 " 1 73' i ' 3 tr !3' 12" l3" To` OP LY ) tJ' S' iJ ^ 107 3 1 i r 61 / 2 73 . 65 a / 712`31 f ` T3' + •2 -- 1/Y (TOP } , 3 1 1 71" 7 ' 13" -.. 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T Y iJ' 6 1 7 1/2- 5 llr Ir 4 1/2. 1 (TOP) >V-s* TO 'r-5' 13, 7 1/2• ir. ,3^ Or to 1/2. ,r TO I/2 11 Ile a- ta" r I (WITArM). ,3• B t/Z` IS` ' ,3' ,r 9' Ir 9^ IQ, 7 Ile" 1r 6` 1 (BOTTOM) 13` 7 1/2' Ir T3' .'3' to, Ir IQ' Ill r 1J' a 1/2' 2 (TOP) _-13' ' S t3` 7T4-If2 it 6 I/Y 13^ 5 i/2' 7 Ile 5 Ile I;r 4 1/7* 2 (TOP) 13• 7 1/2' it 13, tr 10 1/2* 13' ,0 1/2 11 1/2' 6' 13' r 2 (BOTTOM) IY 7' 13' _ ,3` t3' a ,/2` t]' 9 1/2' 0 1/2^ 7 11r 13" 8 t/Y 2 (BOTTOM) 13^ 7 1/2* 13' Ir ,r TO 1/2. 13' to 1/2'11 1/2- 8- 13' i 3 (TOP) 13' i T 7a` I it it 4 i/2' - 9 1/2' t4 1/2'i7 7.1Y 137 6" 3 {TOP) 12 1/2 12 Il r H Ile 8 if4- i2 i/2' 6 1/4' 8�1/e 6 1/4' (BOTTOM)- 2 12 12 1/2� 6 Ile a 1f4' 12 1/2' 6 Ile 6 1/4*'a 1/4- 3 (BOTTOM) 7 1/2" 3 ,/2- b` 8' 7'if2" 4' w 4 1/2' S' 3 I/2' r k r A (TOP).�� 7• _9• r 8' 'S Ill" r 3 7/2* 8' e 4 1/2' 1• 6 1/2'(2 1/2' 4 (Top) IV - 8^ - !r I -... a' . 8' 9' q - l„•-'m) - 6 if2' - 8' - i5' - 5 i/2' - 7' - 4 (SOITOM) 13` 7 if2` 13` 'r Is* ID i/2 i3' -..._..__-. t0 1/2 ft 1/4 B' "__._.a. is" 7" S (TOP) ,r -6 ,/Y Ir ,3"... it 9` 13` B' to' 7 Ttr is, I 5-� (TOP) :".. 13 _ 7 If2^ .. fa. - "- :.. 93 t3 ^ . T9 ifa iJ I t0 /2 I 1 If2 :6 . 8 i3 7 " c _ t60rTDM) _ t3 ( 7 - 13 13 TS 1 9 /2` 13 " B 4 " /2 to 1 - /2 7 t. 2* f 1n..... J' § a . S BOTTOM (BOTTOM) t ` 3 7 112 •:. I " 3 1r I r 14 t -2 l IF 10 7 / 11-I/ a` I " 7" a (TOP) IS* 6 1/2' Ir a 1J2• 7 I/!, 9 1/2' b. 112' (Top) - _. B 1/4' 6 t/#• a..i 4' 6 1 4' - - - - 6 '1..4*. B 114' 8 (BOTT ••). - - a T14' 6 if4' ,It— 6T:!#" 9 1/4" - - _ _ 6 1f4 a1J4 6 (BOI,,u Ste.*W II YDR ANCIOS; TYPE & WACA^, to. IIyIMJAT"t ROD "Do fRAM6 BUILDINGS.. - w MINMUN AN01aR SHM Hp9 sm MNNMVM ma DMIANCE ARE 1}YJa'ASEO'. ON " $01COULL TOR E.O. USES it" INDICATED, ON S 14E IN 01,cc ANNINt SPACING SY ARI,TWLVINC SPAM "PAN ON wKwA2 BY THE FOLLTWIa FACmR6, TOR INS OWAT04 1O BE possevE, RMLl= SAC" OBrNIND USMO FACTOR SHBNL NOT BE LEA NOR "IWAR SPACINE IN (AbOED FOR "Of MOM YVPE ON INS SCHEDULE 9/41. , LAC* 1/4'. ,/e, r/a_7 ,/eA ANCHOR TYPE . TY'Oltl .ffi#i-3fi1 P'INALES TAaYG-HAM rJd%--+AI VINSANM MOM SPACING (Na) 3 3 J 3 Y ,Jr 2 ,A dWIn1aM1®6M (In). a 3 ,jr 31 3 3 Vr 3 Ted ONCE RD•1 moat am 3 --3 1/3' 1 ,f - -3,/2 3 Ili ACRYL WX MW#I E ) FACTOR t 11r 0.3 - � OBi - I- - 11 ._ -_.__..__ oue_ M63 _„_.___-_. _ __3PSD- iiol�­..� _-_ _ - _._ -,..._-, - .2 -.... +' SPACINI.S ONLY VALID WHEN SPACER lS U5ED. SEE T 1 FOR GAG A,S.D. DESIGN LOADS & PANEL LENGTTdS WHEhf: SPACER 45 USED. tANCHOR a 9" O.C. -._ NCREtEPOR ED REQUIRED B'*OCK _- ..__- _.. I 1 3r 9 V Mln, 1/4*o I ANCHOR i�E t A A.&M OEM LOAD r4A7DMA LENGTH 40 PSF OR LESS 6'-B` > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-W A MAX- PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ b SPACER AT 12 1/2` OZ. D. 44167 = a�zB TAtaO' 24 GAGE GALVANIZED STEEL STORM PANEL lm * * •T - DRA11 ar. F_.. STATE #'"�- / I Ir ' C : GLOBAL PROTECTION PRODUCTS, LI.C. oT"s= m R R R ASH(w€A 351 4 Qin t0 l01 nL x� �G«w�AWNIwP2 va"« 4:... n._ ... _., ,.. - wane, Ns34tBAmmrB4S. FAl etluwlR.aiRr 20-T75 iNSTALLATIQN QUAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTURES E%i571NG POURED 114*9 TAPGON__ �cL517NG POURED 1/4^0 TAP( _ O C MGRETE 4R i^ : CONCRETE 6i0CX +,.�' i REQUIRED. ANCHOR i 9. O C .` CdHd4ETE OR ANCHOR 0 " ' CONCRETE BLOCK. REWfRE'D. . f75 k i 1" MAX. S' PANEL LEMON (SEE ELEVATION ON SHEET 12 - } i Or' 6" Pi r Qe! +i/a'e T+�CON 'Y ,� 1/4°e TAPCON _. ANCHOR O 9* O.a', ANCHOR Q 9" OC. EXISTING POURED CONCRETE DR EXISTING POUND CONCRETE OR CDNMETE K= RECURRED_ SECT" ION R-1A O REGULAR PANELS 1? -CONCRETE BLOCK REQUIRED. ,�� �i� 5-��A�NEL MOUNTINGS SCALE al& i- Ste SHEETS T3 N is F()R ANCHORS ANdgH Tm - /a�•._:: )VOW TYPE a 9PAZING I'M WWATIONS INTO WOOD FRAME BURONGII A"" ANCHOR SPACINGS AND. MINNUO MNAMAL Aui1mR - 4MpIANIMA04f 'OA,ar.M t' MIAMiLo) ', NaRAMR 9bIA �!F .L- '~J 3 - EOOE MUNCE .ARE 04CATEO ON THIS SCHEDULE TOR E.D. LESS THAN INDICATED ON SCHEDULE MULE MCI" VAUMO 3 BY OULIVILYaiG SPACING SH NW ON SCISIDW-C BY T11E 1"OU.QWWG FACTORS. TOR TIPS OPERATION SO ii POSSPBLL mum SPACING 01114MED USING ACTOR S1tALL NOT BE t8b TIUN AAWt Mile 00M CE rx" -_-. J'-,_._ _ _.------- ? %�'_-..,._ _ - - - - an - --- 4DT ---DAM- MINNIM SPACR4i �N0%'. no FOR FACN NIC'm Tin ON t,ll5 SCNEbIaE 3. _-._._--- ._._.. _ __�.. 3 I/R' __._.__,_. - POURED OR BLOCK l `3-l!'` r I �f '/�.',lrj�-;i r`sl: I [+4 �+ f q- SEPMATON IT 6 I rI4'.-zmrl• EX _ f rti- 41 r t / iorr n o SASS CLASS I A ¢A I� : GLA55 LL ..�,'j1- u FA is N I UK. tuat 7-n 11 TO IVjK I a 1 ... 4r l G MAX. 11 11 I n •L MAX. I N P It— EVATIO ` PANE t! � 5 L IFNGIfI I a' 4 - _ SEE ELEYATI4N - ( it 1 SEE EIFVATfON .-'. -gqj _ t ON SHE 12 R I ) t ITN S 52 1' ft£E( ) G SEPAPATIOR i q - "" i I- II I P TO GLASS, 1 i _ N 9 R -.. i 1 -1 fi F N I F 2 I T' t r 'rr=: p 5 r e rLr ^ E.D. ;yI r E.I •..f l ✓" : L`, T I ;':' L. I >l EO( - : 1 __ 1_-. _..1 I£d ;�.a 1 _­.,,)- E va'N -7CJ I' ID 9 #5M- 4' 1 • `" �1%. MS. 1 f i". � 5A MJ. -. a 12 f j OF, f j. a 12 t/S OL r;{r j i/4"I tAPGON f x14 t'TAPCON >2NCNIDR i 9' O,C. ANCHOR 0 p' D.C. Et is BIG PORED CONCRETE OR £XiSTwO POUgE"D CONCRETE OR "CONCRETE BLOCK REWIRED. LXNCRETE BLOCK RED(RRED. O O LIFE A PANEL IIRIYNryN,,,- SCALE 3/a-i' T INTO WOOD STRUCTURES tr i ii i :: WOOD HEADER :I - k HEADER ( -_ " -REQUIRED _ '- __ ..� - _. I , 4°o TAPCON r t o^/ TAPCON `t'1 F o g• O.G. HOR a 4• D.C. I - 2. . 2 ,/2' t/4r - 1/2` ii/A. 2 .lr. , z ti. Mrp r ,.,I,a 'ji 1 s` t1� I f `111a 1 I 1 1 t l i it 1 q .. 1f xOAr' I RB. Bars w EXfSt7 1 4w- r se ..-. - , / 1 il' 4t rA , Y S aDLTi W 9 G 5 tA55 I ) N BA E%35TNLg LI ` I -._ ;. N`" r KW ANDS , '14 I II � I LDaM tHkTf Y-3T C:.ASS R • f 1 1 it _ IL- -�-�_ _ ­-4-- 3 it ^ LEM it I : PANEL LR�H SEE ELEVATION IT I N 1 SEE EtLYATWNt t s�v z 1 s ) � .-T-.- '' ON SMELT 12} ` _ _..: _.. _. 4 9 i ._ __.v_ -. -, ..1 9p i Wn. 1 i 1-­- q-SEPARATION-- I ! . u 1 Gen. -I _ rt TD GLASS. I /1 VF"----ARArON-- : \,I ) 1 L/2 bU55. ; 5` I 4 -. t __ i , .- ..N 1 . t !. A. (( EO. :IY 2 Ijp oc E5 ")' 1 • f7TJd ac p :-' ! ) �,W-1'11 EQ. ' ! „` i! T a Y 4' 2 % s. 1 f' PLATE PLATE f REQUIRED ! d TS i I/4^A PANELMATE PLUS REQURED ( ( 1/4"e PANEL,MAtE PLUS .,` - a `3f e3 n.. IN } O ANCHOR la o 1r2' D.C. ANCHOR 32: 1/2'. D.C. a 1: �71, RNAI"EVE`. R^-3�( N EVE R-38W �!.L iT;AQ PiH_Ft5 � ��pANEL I,,MHIUHN", i14UNTINGS rc.. A :.... 'yy StJAE 3/8-t" `,CEN c•` �. s - 0.4416T = FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone S19It5 = *' * : - axoio 1w.7Rm. W. 24 GAGE GALVANZED STEEL STORM PANEL F'"' — — TRnwN Dh STAT EO F i4= t. INSTALLATION ARE ONLY VALID FOR MAX,.AS.D. r ..--...4. DESIGN PRESSURE .RATINGS (p.9,f) AND PANEL. %,.'G,C;.• fiSOR : AAA • GLOBAL PRi�TECTI(�N. PRODUCTS, I.I.C.mM� iMt, + TNTE LENGTHS AS :PER ELEVATION ON SHEET 12. f, •••.....• :IE F N WOOD FRAME CONSTRUCTION: 0 O D' "Ao SJ... i� - , 4 NQ rmp4PAYY S.W. m. sttmx 2 OR NEW OWOOD t7NAL• } NN '7't'2{f.% . q d &► 0WMDq a,N TEEM€. FL 33314 3IR #4 Wr. Y3, ,RIPENPN}#T n MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ANNHupiMNd1 G' Nr.. s: NMm "..m'''""*Atn -fn1 PHWHE`:. {BB4)aBo-'+, TAM: {9aa2-R71N 20-175 r QENSITT Of 0.55 OR EQUAL - 4i9-ItO66?'a YHA. m1R.wwr 4«e :±w" m P!MN/fo N> s Or. SFNfSmrmill6'/9AM1E MaTF31 A tlUD U,.; PL 1 ', A IHNTr 16 Gf ie ". -� a) N C � N _ C0 N = U -a a) Q 13 0 O = .m co U -0 N n- Cn N O O � 0^, C O W CIO ,,^^ O w O V+ ._ r_ ^1 W L".. ^' W fA ACE O L Q — V J 4 C u a W 7 � in O , C-) m I = � 4 u. x a I o - 1 N ..1= C ca d Y -= w C .= >= +�­ Q L W � V W A o A Q ,= Ez 6a a 0 mi Cn-1I.., L. (1) (1) (1) = -4--a &-ma V ) cu O L- 0- /DL (1) U =3 0 0- U 'a) v, W Lu Q z Z Q J 0- SHEET NO. SH 1.4. 0 A 9 er1 e €z,/ts, EZIW/18 ANCHORS _ --- WEOTRIN Qi h ALTERNATNE QIR ON SHEET 19)_.. -.I: MM Mln. �y I Mn I IYy9,($EE NOTE 2.) {�'}wa`✓ ){NOTE 2) bFCH EN ••. - 'T..-^-^{.-` 37}5'9 MUMINUM _` 3*�3P RSViT' I-Wi PANEL(D TO HIE INSTALLED AT EACH OPENING SHALL ALWAYS NE / ""T�' A : O O {ty : �pO.i� O 1 3 .+ :. 1 'f rcGY{DE Wl R HANDLE 'i'0 FACdL1iRTf INSTALLATIONINSTALLATIONIF iPITENDEt1 BE'INSTALLED 1 - E f 10 INSTALLED FROM INSIDE OF STRUCTURE. A f 2 PER i � 4 { I ANEL I 501 j- - I r , _.".._• `r-. , ---r T- .---• , .,... T-r I _�r - i t_._ri ;x •� : (ii- "_R!Etj E-Z HANG STORM PANEL SYSTEM -: (END PANEL) e t � (IWTERICtR PANEij � (INTERIOR PANE) # 1 (144MTtRIOR PANELS � � I (END PANEL,{ j1i MAX- '. CONSISTING OF PANEL + Cori- TRACKS TOP A, BOTTOM. S"EE NOTE 7.a 4 p R 1 i 4 - �E NOTES .' 3 : ' - { 1 'f . Eh. PANE L5 f CONNECTED T si i T: K f O -0` OTHERWISE A STOP €LACE BE nROVIDE'U AT TOP .1f 15i1ti:H. a - D ..HAIL A.'W BE ONN _CTEU Q HL '.5M RAC MAX °I xN8n# PANELS. -AN, '3 . If END PANFtS ARE CONkEL?FD TO BOTTr„M Tr4AGK, CONNECTION t I SHALL. CUNS15"1 Lie. 1/4"f-20v3/4" M.S. Wr Yrg'°0s431'Ji" WING .__..:.1 alTED PANELS w/ 1/ae-7+u.T' I ' NUT OR tf4"aa,c3/4" Mn- THUMBSCREW INTO TAi'aEil 507TDM 3.5 Bars W/ O A L h� PACK. LO TON F FAS ENERS MAY BE AT EITHER OF TWO SECT (SEE IONS AS APPLA;A31i) :' EXTERIOR %LAT :;pNuEw OF END PANEL, I l f i_,� 1 { '_ i T 1 _ ' 1_ s r_I 50K _L -i_ _:. . f _1 _ � Or 't • (4 ). 1N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM K (' A aiOF SPAR IS ONLY USED AT TDPi AT LEAST TWO "L gip.. 1 PANELS SHALL. BE CONNECTED TD BOTTOM TRACR USING SPECS ,(,,,....... ­4-4;-.,�._"I_ fi "T..7-T"7`(' ! fNDICATED ON NOT, (3) AR'JV£, IN SUCH CASE. CONNECTION OF .S. L.i. JJ_. i L J�..Lt? L PANELS TO SG'reON TRACT; WAY OCCUR .AT ANY PANEL EOs:A91'3N. _.......a._..-_-._a_._,_,:.�...- .._. _ �,... 77 9.-..._..__..,..�.- '�- • sMA'i, .S z �, $ki R97iE 4...._'_,,.ANL'HC9t5_ 'e>GT: GJn 5P�EF0 uP07GONLY VALID FOR WIND ....-'-'{SEE SECTION E21 A ALTERNATIVE E2IW ON SHEET IB).._- -..-- ---'-- ..- EZ1/t8" EZ1 W/ 18 TYP1CAL ELEYA-IIQN FOR SERIE5D0 E-Z HANG STORM R C 1 SYSTEMA M SCALE: 3/32'-1' ra' MOV. GA 2.6a?'{kkN ca.E%AF' .) YA�tF. IdLLiEY) Jr n114 _ J MAX OAP �+ f� A, }y ^ SECTION . A -A \Ti #,111Ht/llyr'Y SCALr 3/32. -1" trUiT+ 7itl./ r'+va. *s ' EN 'Sy4Y:, FLORIDA BUILDING COOS Non I,i h Velocity Hurricane Zone . 44167 axab nl9rca, 2-t GAGE GALVANIZED STEEL STORM PANEL * i! L or/fifm i w c GLOBAL PROTECTION PRODUCTS, w f nu.ff TESTING, t .XIO coMPA1aY 1ba0 BwrLSl��i LOfilO� ate.: m- ka +.. Nwski n u=. wYK' 20-175 4v.(ze MIGii4 rm --d'PJT .• E7 .S lrv. Scot ue-leis (G51Ma9-TY.S IB3l - 1 S.a-004FItR wua �q.l rw sY.w m�rm auf ONgYJy lie _ >sT�•'TNTE nesMae { ialuT rT Cw F { r4/MliIM wtstcN F. n:iF* h.. PL. a I ENC31NEERING EXPRESS PRODUCT EVALUATiON REPORT September 15, 2020 Application178&9 R Numbw: A- 2 _ EX project Number- 20-31543 Product Manufacturer Ail American Shutters and Glass Manufacturer Address:. 1540 Donna Road West Palm Beach FL 3340 9 Product Nome& Description: 2Galvanized Steel Storm Penals Large Missile Impact rig mpac Resistant tent Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements othee Florida Department of Business and Professional Regulation (Flanda Building Comrtlissianf Rifle Chapter 51G20-3. 05. F.A.C. far statewide acceptance er - od i d . a product noted above as be 0p Math () The pr ct o h been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition 2020 and is, far the purpose intended, le let th n a tended at least equivalent to ad scale. ( ) P P� eq required pY Re-evaluation of this product shall be required following pertinent Florida Building Codemodificationsor revisions. Substantiating Dam: . PRODUCT EVALUATION DOCU MMNT ES Fit drawing #20 31543 filled 14ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVN2)', sheets 1-5. prepared by Engineering Express, signed 8 seated by Frank Bennardo, P.E. is an integral part of this Evaluation Report . TEST REPORTS' Uniform static structural performance has been tasted in accordance with TAS 202 test standards par test repoll(s) #BT-ASG47-001 by Slaekwatef Testing. In, - Large missile impact resistance and cyclic loading per'fotmance has been tested in accordance with TAS 201 and TAS 203 test standards per test reports) WEIT-ASG-1 7-001 by Blackwater Testing. Inc. . STRUCTURAL ENGIN€EATNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: I. Maximum Allowable Spans 2, MhumumAllowableSpans 3, Minimum Glass Separation 4. Anchor Spacing ISO SW t2`" AVENUE SUITE 1.06, DEERFIELO BEACH, FLORIDA 33442 (954) 354.066B 1 (866) 396-9999 TEAMiflII:NGLNf ERINGERPRESS,COM ENGINES AINGEXPRESS,COM ENGINEERING Page 2 Of.7 � All,American Shuttt'rs and Glass __4ga Galvanized Steel Storm, Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities. Impact m Resistance. ista ce" p Large Impact Resistance hasbeen demonstrated as evidenced in previously Haled test reporhsj, and is accounted for in the engineering design of this product. Wind Load Resistance Thla product has been designed to resist wind toads as indicated in the span schedulels) an the respective Product Evaluation Document (i,e. engineering drawing), Installation This product stall be Installed in striccompliance wlth as respective Product Evaluation Document Ile , engineering drawing), along with all components noted therain, Product components shall be of the material specified in that product's respective Product Evaluation Document ji.e. engineering drawing), Limitations & Conditions of Use: Use oft LB Product shall be in strict ctaccordance with the respective duct Evaluation Document (i.e. engineering drawing) as noted herein, All Supporting host structures shelf tre:designed to resist ail superimposed roads and shaft be of a material listed in ibs produaaresPaci€ra anchor sc.Hostructur conditions which areaccountedfor in this product's respactive anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shell be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, �t r Frank Berinardo, PE ENGINEERING EXPRESti'R. aPI1046549 I Con Auth. 9885 160 SW 12''" AVENUE SUITE 106, DFERRIELD BEACH, FLORIDA 33442 (-954) 354-0660 1(866) 396-9999 TEAM$-BENG(riEERINGE%FRESS.CaM 'ENGINEERINGE%PRESS.COM , a pn(:juAcoaf,HF?�r:wiTir. -krT'� -ry'f _ uTgr_ c Y 1 it L.•,T t, k:,i e,'>•LL �`-r , 'H HFkI• �' }YPC CC „! V A>: ary 1 rr .:.. .,t n ' �'* r�k_1'. C 2 r 4 p •'', �„ >, III PT i io {F V pa 'M � 7L g-- r+ l i^P r u� Ix fG Q �i Q HI fl v , R,IAf i3 ' Doff N r rA tG j<' I 3 Eli & S Y} L. tr'1 r L W 61• .:W r< 1 F pp - Lak_t F�1. FV'F aG - Fa 1 'rD 1P "n M. }.n 6 1 3m Url wt x 5' R t: ALT-RNAT-8L111❑UUT. b -+': uuurmxc E%TRuSmw§ - .xfrl k:FK� ..x. �•n?-.. s- '� u arG-0c'ONN In'e y � a i yr C.P en<..\TYPE ,•• � �.., , g P, rnrr - vlai3-rL 7 tC3.IM:lfL00R MOUNT 3GCTt0H LZ eJ -i W .Jc.Uuxl c_nr Rc�jLl V^I'n Cr r }IU. 1" tlJ awy?raC ] TBJ f kf HOLE 4„ 1 ,y ? IIL'IU13 "LT -IT; IY- ril '_ - _ .; 1, .". rtV' .ir11NJ'1w IWa. YtAI M r r?ALA It:i .� , Ir,,.lrtli+.'r .R :Litz n.1rN",rr.iT-. 13' I ,_v....,Jslr >•„orrwd,l - .r. I,u. .. I_r..L_ •� t] Vva 4 N 41'e I� INI xw $a b .fY Y t•r NN V U x. E - r 1. r'Si Y Y. ..._.r,_ Y '[.:YE :,. fro_ m',NrrTTrxa """ 3 J.0 Tsl'C. #--rTP.."i AI H� •'.X4' 4-:+ IYVIM0.VVNiY HA- LU ' •: W {i Ill r.•mn sre 6Y`, -r T a-R iFl^r•: `•.M'IN.I ."y1:lA I•WV „ P •a TJ S,i J k4a ..Igi- r•r.: x, u. Ewe >.E$r.''-. ) I _•!: II A 1'r I 1; IF D \lam raFJ+L , v �flt 'r-E[ttF - g y pBeey IENIL6lalPE k'.✓, r T' 120 A.-n IA,I-W L, iP IK rru. rPA v' 7e".rrTriu `-.•. 20-31543 I - n OPTIDNALTOPItXITTOMClD6HRE➢=TAIL .v914U 1 WL 'E-}a-P �9 f. IfANN V� _ Jfr,+ fYCg, VTY - �1 t z EF9r I!•Z. .HNC%nF y - •�PF r"#'k' klN;XjIPIkNJ xrJllal SH;l IUr1 l'ri t. INtk/11(R)R FN>tlNl S(.1RJN u INSTALIATION ETE BLOCK AND WOOO 5jRQrJQRES INIQ U _ .. _..-_E%ISTIND PWIE➢ { -CONCRETE 8 0Cx a} 1 4 e TA0 1 ^" i _ANCHOR 2' O.G. rat - . REWIRED. '.✓ 1• .•:....-""•'#''1!xe"' t` '^'" (IAPOON{' lf£Y. HEAoR " '. ! ;T 1=-` T4xI` HEiC HEM TEN TEk Wo➢DnRFr1_-' `�-,�"9_ _� �cHaR a 1i" ➢c r'; r sEtr�a+ a e" > EBGE OF t __ EDGE OF ll Ir 1 r 0 x ,• / T � r R ) 1 f 2" T/.ro-so.r 0 i _._T ilrrmc#" R. --t. � �.` A9 FA, D/DRiP RI 1PJ P� I r a I' Oil,. I 1 Ir SEPARATSON E8STP-�II To tLAS5 i 3/16'Ss EX a MING�'SEPARATWN -11 POP ALIRAINUM POP � i RNA OtA55 1 TO OLASS. , �^� , CLASS -{�7 ,ALtlMANIRi II� Rs. sous w , B _•,� I ,._.__ ._ #Is7-aaY W.LI MAX PANEL iENGTN 4' !�`0. Sw, R ....} _.... __._ _ _._ ...t PANEL LENGTI+. � it It !I-, PARATT➢N 1 j it 1" Min: Q to Guars. r " L �' THUNESCREw. WI'i 10 BOX!t""'-SEPF.RA'rfDNy-' OTJi55O .. I j. It 4*0 REW OF."t" n 1/2' 1 p r. _.. ti✓'fI .a :.. i,/"4'e TACc➢N Purc"HOR # 1 r t ar 12• Q.G• 1p'4`0 TAPOON f 1 11 2"%4"'1000 fb 1 _ PLATE �_`t ANCHOR a i1' OC e „• I�tG'NRErE OR �. CONCRETE BLOCK .5 ......_.,. � REQUIRED REDUIRE➢. WALL MOUhMNA LL 11140 SECTION EZtjjf@gjJj(Etw SCALE 3/8=1. SCALE 3/13-1' �W{V;tMMNiMNFPWA7i -""�j +Sir EN>„�"F '• P"ss FLORIDA BUILDING CODE. (Non High Velocity ¢furrloans Tone,) - . MIN. PANEL LENGTH ... -�•71k 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S,D. DESIGN SHALL 13E 2'-5' $ • it - 24 GAGE GALVANIZED STEEL STON PANELPRESSURE RATING +/- 40.0 p.A.f• AND B'-0" MA%=. p a� GLOBAL PROTECTION PRODUCTS, LLCPANEL LENGTH. �� L Eir-Oiat. 2. FOR N'EW WOOD FRAME CONSTRUCTION: WOOD S�. �, mTirt❑ R 014 , - cold"D se s, slFm .. w., w. sin, DaYIE n. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,ear a rHwM n mrr ro t 20-175 S+"••..-'#.� \- „*+,•. DW-�YV.rtr.r%P+l .f..,gl .e>4x:I i,G.MjlaO^15a;, JA%tiM)aA4-kI37 \ /o DENSITY OF 0.55 OR EQUAL, ' P ' � • �, :,,k,,, - „� 4+ „ ,�,,:,� - - ,� WaMw: x.; rNNtiRNi ,fSNGINI'rMEjCRIT w/11EF A, n6in �,. V3g r ak +'-aiN wYM i R•itii la or 18 ALL AMERICAN SHUTTERS AND GLASS 24 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ 9 t ) �WIDTH VNUMr= (PIRP TO PANEL SPAN) WILTS BOLTS, WITH"WA Ht w1rvGNursFAsrENt UTS STEM uJ .- OVERLAP$ 0 MIDSP APPROPRIATE SPAN �,qNN ?Lz v O xO u q i PLAMvEtiv Ett�OI N s a RD,1 1' t BOTTOM MDI/ (CONNTME, REO'D) MAY BE AT .TO �..,,- y, ITS' J > 8, BOTTOM TYPICAL A UT' V TYP A E TZC L MOUNT, ELEVATION N.T S, _ ELTWATL}DN TOPT MOUfJ, ---DBSi'RU TIQN (LOCATION MAY VARY)'. BOTTOM MOUNT ICONN-/ """ (BELOW TT PE AS REci D) OSPAN BSTRUCTION) PANELSMAY BE NOTCHER AS REQUIREII, OPTIQNALW1_2DETITCH- aDLTSINl"THTr'fASHERED PROVIDEn THAT CONNECTIONS AND ANCHORS, ARE USED WHICH SATISFY - LVINGNUTS FASTENED N -SPANS ABOVE,A BELOW OBSTRUCTION ,' OVERLAPS 9 MIDSPAN''(U: APPROPRIATE'SPANTA6LE VERTICAL MOUNT ELEVATION NOTCHED PANELS .. 1 N.T.S.. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GA PA U NEu P r M NIMUMSiORM PANEL 4E. A)r ION€ROR#G1k51 A i HVlRi WRNn ZONE 4 $. ES TtA{ FA to F. SfN ❑ I..i ) { � NSA%f MUM _{ DESIGN I :All PRE R : I 65U € '. D WAeD' A SP NILmaA 1 iNSTAUJ.t 'Si ION ESS r NAN 'ABOVEGRARE 3¢ INSTA LA I L iiONStigEAtER P HAM 30 Ai1trVEGRA4r' s l i { i3 a Vh 6 �ik i i § t 1001 G a4 276R# f QD L30,➢An Safi in� 1 n k 6 i f , f45 i - 130a In - Gas NI -'- -- { SU R30 U i B.0s 6 I6 La a I . _.. t066 6D8 1,, .... ..�.._ _. 2.3514 I �64f ' 7 83.ZRTSD9m .. _. SR 11 6..11 P 7 a 3 din 6 t! �.4h14fl 2 01n 613uP� 198 tt IC,N LEAD it PANEL Fivirtiek SPA&ING TQ ERMINE MAXIMUM ALLOWABLE STORM PANEL 14 SCHEDULE IS ACCEPTABLE FM USE MYTH ITIVE LOADS LESS THAN ON EQUAL TO ATIVE-i.c'ESIGN LOADS. PANEL FASTENERS' ARE STUDS i}SE➢ IN ION WITH ALL MOUNTING TR C , OU TTNG E% USHNN] �TRACKSD E ANGLE. ETC , USE 6;2' PA EL FASTENER SPACING AB1EGAL H �H'-AND" V"•HcADERS('.1NCaDING ILO O DLQNS). GLASS SE 3 ENTER, SPAN MINIMUM ALLOWAB wnk 3 2ANM11A Gq OA885 : J �•�-° = MAXIMUM ALLOWABLE Frrx DESIGN PRESSURES; rt. iJnop •fP1 e",.x AS NOTED IN DESIGN DESIGN NOTES: SCH3SULE< Q"e POSITIVE AND NEGATIVE DESIGN PRESSURESC%A�ULATED FOR, ~ r SE WITHT�j8SY`-'TEMSHA,LL.gEDETERMINED:PER` SEPARATE ENGtNEERiNGIN GWRC)ANCE WITH rt GOVERMNO COR t'RESSUk R �Ulf: t S - QETERMINED yNCI3RDANCE iNTH ASCE7 ANCHAPTER # W ? 1 i609 OF Iles b U G C DE'S LL LEb5 AN E RS3RI A B nXrIN 4 HA GE ._ T,T m .Y , ,u U UALTD YHE SOS3VE GRNEy+ATIVEDESIGN QREPURE CAPACITY VALUES p1sr, D HEREIN FOR ANY ASS EMELYAS SHOWN GENERAL NOTES I. iIRCS 5PECItICR730N-NA1PEEN OIITC EDAND SHALLaE FABRICATED IN W' W F w OW ACCORDANCE WITH THE REQUIREMENi80P THE FLORaE48UILD]BG CODE 5EV DTIIPN lDr USET 1 AN OUTSIDE PF EHVH2 PFR Bt01N f FOR N5 PE P TH A5 O3 2A D2o ))57 07O OLS: "TitCPA SHALLI VESTIC>A T' 2 20 N TTE C ACTOR N TE il'- b O , AR AND CONF4RMT ALL W4RL BUiLD11JG CODE AMENDMENTS WHICH MAY' APPLY LIES I. TFRL4 BEYOND 0.E STATEO HEREn4 MAV REQUIRE ADDIrIO kLErTES1CM11C'-SEALED ENGINEERING. EE 'USE E O- % I T. L t HLE 5 E5 5 BEEN N NCRE+LSE'3I A Lr]) A, iR. � HA N USED TH- Est F, H'IS` E '. .. T b I N FTHIS 5Y5 EM,., 3 THE ARCHTTC-CI ENGINEER OF RECORO FIR THE PRO]ECT 9UPERSTRtIGTURE w[TH Y7 HILH THLS DESigN SS USED SHALL BE RPSPONSIBLE" FPRTHE INTEGRITY OFRLLSUPPORTING GURFACES70THia DESIGN WHICH 7 SHALLBECDORDINATE➢ BY THEPERNITiSNG CbNTRAtTOR. t7 - , 4. 5EFARATE'S['iitBPECiFiC' St�.LED:eNM EERINGSHAU-SER UIrrEPnl 0 beRTD DEVIATE FRElti1'DADS OEFLECTTON(," ORSPATNS toNTp: to a HERE[. CONTACTTTRS ENGINEEIL F00. ALTERNkTE SPAN'CAi.CULATiONS AS MAY BE REQUIRED 3-'rhlE'SYSTEM QFTAILED ryEF,ETN t5 GENERTL AND (]DES t1OT PRA47 N 7j i11 FA tRFORbl AT10N FORRSPEGIFICSIT- FGR StiE CONDITIONS PIFFEREILT PROM PETAI4E0 MfREIN•:A LICENSEDENTSFERORiLErr1HT'ERED W .g L'S. ARCHITNDITIaNS T RGHI'r6C SHALLF'PAR 51 E5PECIFtC DOCUMENTS EO0.:USf IN" R RE. E T. Tests DOCDr4ENt COtUUN"ON U 4. Ca +5 6, DESIGN PRESSURES NOrEO HEREIN ARE BASED ONH4kHLMUM TESTED 1155 3.9 *I PRESSURES DivTOe. WY A 5, FEiY FACTOR 7. ALL 'FASTE M3.I.DR. REAnrK AE. AIYE9 UN1656 NDIED HERS BeBE ... G S. 6R -.. D.THEP.IYla.E;YJ•STENERg: SHALL BE CAPMIUN PLATED DR'OTMERwISE:; CORROSION- LSTAN'r MATERIAL RND SHALL DIMPLY V 1TH ".SPECIFICATIONS. a ram. , `�� FOR ALUNUIU 7RUtTURES SBLTTGN I,3BV 77HEALUH${NU7d AsJATIONr ➢RG: a ANYAPPLiCA81E FEDERAL, STATE, AND/OR LOCAL CODES". ALL STORM A Els SH 8 G E.t<OA V a D P N AL E34 01TE L ; 9 STORM PANELS SHALLCOI{FOAM Tf]ASTM Aa53 STRUCTURALAIDAI11Y ,�-a C: ❑ yj• STEEL; GHOGALVANIZEPCa:4TIMGWITH:AM"IMUM Fp=4S.1V,Si: la ALL ALUMINUM ExTAUSIONS SHALL B B6463-Ta At-UMIxvM At.Loy EL' 'T y dgkA•a nLxulnrn Resp tVnP ION CTO ie f PtlNS BLE'fD INWULATE a,OTEtT LL. 1'RA R R S IIRAA :Rfll I Tr I R A E LS. f0. EN EE+r"fRAL4'5IS # D i to M T RIP, TO,I EV T T ,. JEeRSEAGAFFIXEO,HERE 70 VA(.IbATFS sTRU LLII, L➢F iGN,AS' tY. USEDF THTS'SPECIFRCATION BY CONTgAC L COST %l °5&5gIFEIT HARM LESS TN]s brlelNeELTING ALL C�STa OAi•1AGE5 5 -6 z �@ 4'E ' LEGAL FEES a APPELLATE FEES RESU'IO NG FROM NRTE YOC 1Nr SYSTEM O BEYOND THAT )* CON6TRUDERAN u pp BY' CAL, COCIES 5 F JiL1ID (T3R BYLQCAL, STATE, h FEDERAL CODESs FROM 5 OF TH75 FLAN. LY 'T AS E%PRESf,>PROVIDED HEREIN, N4 A4RIT70NAL rtONS OR AFFIRMATIONS AREINTENOED. - SINIM;ANDINVil56RDTHERMARX, THI500E11MF1tT ATCt _RMifTE4AN❑ INVALIDATE THIS r_ERT'hTr_ATtON S SHALLWEPERMANENTLY LABEIED'4YITHA ppTTif#mUM RF (i)LABEL 3❑ FEE/ COMTA3NING THE FOLLOI'JINC IN FDgMAYIONi �� LANERIEM 5HUiTERSAND GLASS ELT PALM BEACH, pp 6R01, TA52D8`B.T S 203 LGwI�Rm1 2-0-31'. IRIRAA FRANC" RR,RDUAL NUMBEa 'd, VIBITEDhLC.LO/S15S3 FI C 1 TC`3 NOW --IBM PDRAwrrmrau.I..nns.Fo•amsaHewusc.� iu MINIMUM, ;4L WABLE SPAN SCHEDULE TOP MOUNT . "H"RO.d. W r 0" 2 e,iPd.4l U' Hesdu W w it 23" AT° 3 2' 24" Tr' 2r R3 2B". s s v 2x N..Pkr Q" ➢" a' "a3" 2 4- 27' xr ' or 2 r '2a•. � 2xsasa,d 23" rT" �" 3 sin �^^ 3e" s3 O @,RrwSr t"F"7 4' 2. "d" 23" 31Y 2a'• 4S 2 d" 4S •F' r 23". ZB" 25` Sr�" t,- 36' �h Sir a. _1r _t". 55, SNd Atr M:wiNW 22° 2i' 22' Ill 2a" 'A" 1 " 1 �' 2T' 26^ 11" 31" Deers FADIFIS 2 4" i 2 4" 3D" 48" �'"' ia" - l dr � .r 48" 3D° 33" O 0 %1 H.ARr9 T o' C 23' 2r W = zr tr 2r 2s` 2w m 'F 7Y Uf k �fi' 24" 24"--I. ab �" 2 a" 4a 3tT" 3r 29' 1"Rod31"- 4r^ 3U' 23' 36' T1""'. Tr " Iw5 zB` 2a' sa" WI•' ss" . ' S3" 2a° ss < s'PwN hBRF NRF F,Y I PANS NtM,+M '.All We18`E rA,N5 e Y A - n F� 1 NYe...aNw, n DV. N N nN MUU rs N 5 ftAlfA MAI, M47 aft R'i, C� 'n O v1 �r;;AlIi w�d�US pia wg� �s�ha'd �''gg..:� dlaiIn�- � �TAWa:• >A 4r 3 O {� O a il SIgEWaLN tKAP 06 L§Y tMsu - IA HOLE M P J J Wa„ F.e IN NI,T- Av1EF W 4 y ' M4C311wE 6fnEW I OPTIONAL EGRESS PANEL DETAIL�14PTIONAL INTERIOR FASTENING RETAIL M INTERtDR FASTENING ~ N.T.S. i 2,2sa" tl,094" T--1.99G° z 1�- 7 t-2OD94 D,75D" a x_i"1 oc 0,09411 lI^OA94" ru D.64�r s"� �.625" 4 �N o N 8,12s " $ n .� : ry n. 0.TYP 1TGA,,.. - .:�P.--i- dT:12b1' I:i - ,: `462" -1 rv. .D44' I` ri S `rD 'MLA A � L A3➢ I•§30 , ' '0.3F5� �0,125 ,r'. 2.00E I 1#3s I ,tray � -._ :..3DDD :-'a�znza' zsa, -l: a;ban I- �I z b�a�. I- r _ ks us HEADER DLE U-P-.aiOSUflE C - .: 11 NY ryi �a nn= uT u ri HEADER u o .]2L l^J-- II 3.360' MAX. 0.3f3° 3.51 1,560"I-- �4.560" 1,510" 0,365" 314765� 0.3F6". 04g a,3>E"« 0.'OI °7" F. :.c �x ., 'O;i .9 '8655" Bag n Db�S" .555" 0350". 1:407„ 0'��i"° '�i '0 7 p-�II, b.140'j �t2.S00"PANEL COVERgGEI I -CC LI'-f O'1rW6` r'. H t 0.5i4". 9:250 DA56" j.. a 14,875" PANELLFNGTH P •Q. rq. 'a ❑PtE0T10 N j[ - .MAY BE f.085, .: ' 0.25G 003 90 OA90b-7 Lit OS T^ IwJ-R. 2L5".:b 35,. t nrn R 1 II 9 C1y r ,4 fiVP' 2 , T ?Y P, D,0 0 95`f' :f 101-d1Y'r" TR FCN 7^ IFFAck: _e c - OKy{SHERED�R�T /'� KEYHOLE ER �Q] IT rl 0 376" A 2" i 655P b.l9a" " +Pi.ikf 7T.9 3ai�IHlr_ I II T riArCT7DN 'i G L ll � RNtTLSED Jca� F"AN34E-'TItAOK. tEY1ENbEM 4 AVERL4ERLA '- P 4' MAK COWIERCLOSURE DETAIL 1 : '� 25" NAX• ' MAIC •C.I C:- 4i .i0: Or6TANUT un v:4 i - yawl lino k+ u+lml �israwcf wNIN ! G IEIlILY.^. w• .v • :w r '�-.becbl i 1,r; kr., C>JVERLAP y)wU� u•HIIl5 '. 3 ,,,I 6 .A:HP, i rrN TRT4 . N .f ... +" k' 1 b�hl�Iu' ' IOED" I '.}-M i1NRf • ''Iy n tDRFIERd.05lALEDEfNL EMBED r,•:'F_:v _ni., _,• -.1 L {�,' D TPAPBDUM tL05UREDEtAll "FrAn Pa ^TL ^r.s BT§: n V-�%4T •0. A' -hC M M1 Al +T'4 T Y m :nl nn ITr L Ji..fU LI d�PI: IA Y ' F - ,7 T, t H1111 41J11 TIN1R, [1ST RF lit IAI1 71 T=5 :25" MAN:, T - TMEMMMEM 't :> - >` F r 4 - N - if ANCHOR SPACING 24. GAUGE PANELS" PANEL FASTENERS SCHEDULE: @ 12.5° O.C. IAnia6�ya(nu'rrt N M 7 9 1! E B O "S z W � a F 'mea Aa pp M §pp.i z O W ga : 4�RW N, MG ra Q 4 �tJF}3 Q M W A ti � , P4 xgs ��' J,'P( �". ,... L_}' 3 � � d d r, NFL 4 '•',V33R �9 a, S-:pp Dn � ANCHOR NOTES: A ANCHOR SiCHEDULEAPPLIES TOA:LL PRODUCTS CERTIFIED HEREIN, BUT OlYLy'PROVIDES MARIMUM ALLON.. LE ANCH RSPA,Cl ii, AX MUM' LLOW. H6l; 5P 5 DP.L'SSURESI INDICATED AC3... I N hr. ]. A A AN AN R Np1CA INS SGHEDU ESHALLAPPLY'. PAN L 2 ENTERANCH47R SGHEIIUlF BASEDONSPACING THE ExIbTTNG STRUCTURE MATERIAL,a ANCHbR TYPE. SELECT DESIGN LARD GREATER THAN OR EQUAL-TQ NEGATIUE DESIGN i1JA➢0N SHUTTER AND SELECT SPAN GREATER THAN ORE AL TD SHUTTER SPAN,5ELECr CONNECTION TYPE. DASED ON APPROPRIATE MOUNTTNG CCr(�TTLON }SEE MOUNTING DETAILSON N TYPED. SHEET 2 1EL OTENEGATIQN OF CD5 USED IN $ PANELFA5TENEAS°ARE Sn1D5 USE@IN(XfNI UNCTION WITH ALL MCs11Ni?NGEXTRUStONS f°F"-rRACK SIUDDEO ANGLE, ETC.I :USE 6.25* O.C. PANEL. FASTENER SPACING TABLE VALUES FOR. ALL H"-AND'U" HEADERS (INCI-Ur11NG. SUILDOUT CONOTTTONR). ANCHORS SHALL BE INSTAUEOIN ACCORDANCE WrrH MANUFACTURERS REMMM'ENDATIONs- 5 I IM ST STRUCT E CO O 0 H .. BLO FII UR SHALL NF TD A9TM Ia W cK LitAICN, b 1 UM EMB MENT ALL B A9 NO I ANCHOR 5 EOULE, MIN M E@ SHALL E NCFI 7�3 7 MINIMUM EMBED. NDt�G T C - M EMBEDMENT E[1T5 AN EEKCLUDEB STUCCO, FOAM BRICK, AND OTHER:. ALL N WA N S ER . H _ WALL FINISH BE Ll LTD •4"MAXR SHALLVERIFIED:" O FI I R FI 15 }TALL MITEtS 1/. MRY S R e. LBY OTHERS TO R" ODE UATELV TRANSFER LOADS TO HOST :RLx:rUAE. Q S B; CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN•CRAC D CONCRETE ONLY. 9 WHERE EXISTING STRUCTUREIS WOO@ FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADE6UATE WOW PRAMING MEMBERS, NOT PLYWODD. FASTMING TO PLYwGiOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, IO WHERE, ANCHORS FASTEN TO NARROW FACEOF STUD FRAMING, FA$TENERSHALL 8E LOCATED IN CENTEROF NOMINAL T X 9•(MIN,)WOOD19TUD::fr" EDGE DISTANCEIS ACCEPTABLE FOR WOOD { FRAA9IN61, WOOD S'TU D SHALL BE "SOUTHERN PINE" G=0 55 ORGREATER DENSITY LAG SCREW SHALL FtAt+E PTH LIPS PAN HEAD OR HEX HEATS, 1 L REMOVABLE ANCHORS ARE DEwAT_T PANEL.MATE, ALL -POINTS :SOLID -SETS BRASS aU5HING i. MA'.INESCRE SHALL HAVE I: MINIMUM ENG M F I D E 2 CA S R M N UM N AGE ENT HAD( NT THE BASE ANC}IOR AND MAN HAU EITHER A PAN HEAD TIiI1S5 HEAD; OR WAQFER HERO (SIDEWALK BOLT) 4.M:±.T:. 13 MINIMUM EMBEDMENT ANGEDGE OISTANCE£XGLUDESSTUCCO OPLOTHERWALL FINISHES, DIRECT M U ANCG C)DNEATIONS, 1NHtCtt'AR(E NOT ELC;CEPTABI.ELBf�. LS >�L DIRECT INTERPOLATION IS NOT P S i6 LINEAR SNTERPOLATiDN 15 r10T PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON 11116 SHEET. n � - R >p If I� {{ Es-' �, F-° N,g' % 4. B .s P�$, . 8 999 `r 1'. _ 20'I3i543 - p�p�FgT�r r� ��1 • I YdrD:a. u1 I®1�65AIE�E��I�II®tltl� ES:a'!i4J�CS4iES.R• k! •HAM• !�•3 I 1 - r r rr r -��%i 3j4"IIICE DISTANCE -� �t .�% ,r MAIr OEffiaM'NVrN1 NCNt)a A PResSU E. R TYPE. POP nn LLJ HIx,N 11P Ib Ht-LIP. Ca N:1YPB 9 C3 C4 GaNa"1'YPE C1 LX .C3 . C4 -:ODNN 7YtlE LZ. CZ Cd' C4',. 1 4' r EM z Bin T3 ".t2S / IA1, At'tFV+ 41 J 48 52 iZ 1b0"i60 12.5 16 O 2, S' t6a 1bK"' 6 Y25' S a" D 6 1a BE 12 :5 16 ❑ 111" 6i $ ] 3 5'" 6P a"-'E " 1 ❑ ' 12 S 160 7,5 12:5 1 0 lA 7" 6A 12;5' IB D tZB 12.3" 1 fi3O'SbD la C' Y4 69" H.D' 12:5 125 16a 16 a 1 7" S.131 4. 1 .T'.' ❑" 4 D. 12 B" H" 12. I6.P"14 ❑ iH ❑" 1 .T" 6. D" 4 tl ,1Q r 11J1` CMDQ' 33 tr0o0a^CRE4( 41 48 ' S2 72 t 2 S. I6.0" 160 10 I" 12.5 Ib 0 1.❑i" Y ❑ 12.5" 16 D' ]O.B" d.2" i2 5 0' 34 191 a 1 12:5 i6.0 9 7' S6 .125•- 16.b 9T" -3:6" 13,5 iZa 3 2S 15.0'120 160" 111 9,6" 7.0 64 56 12.5 12.5 1Z:5 160 16a Y4 4' 9'6' 36 B6" 3fi 9.6" 6�6" 12.5" 1Z a" 12.5' 16.0 9.6" 66" SB O" 9,5" ifi" 'k' :G' 4 DY 9. .$.. iJ4 xlS4"CMeC9, / 33 R1P'Cf•.aS' tAPG" 41 4e T " 52 T2 125' 1fi016," o 18:5 Y 0 115" 1:5' z ifi ❑'1 .2': D k2 5 1 13, B it 3 12, 5 L 6 0 9 2" ]2 5''" 80 .2" Y � 12.5 11 360" 1 4 1 2i5 11401 9 1' 12 5 Y6 a 9.1Y L2 S L25 16.0' SO 16.0" 91" 123 i6❑ a'1" 125'" 18❑ 91"' 1 ' EMB M: EO 33 - r sre' n Pta N H '11Ass- 41a' A ( P Vt00D9DSNtgC 49 T2 z, L 5' bi0" e6' i . 1 Si S12 s .5 ' 13 B 5.3" 4:5." ¢ ❑' s s" 1 zs ass. 4 .e" r a sr i2 • 4-0" a. 1 f2 S' 15,4" 69" 5.0" �25 123 4:i" 12.3" 43" 4;U" " 5 , i4:2 5 4:7 625' 123' 4.7' 4,D' G 25" 52.3" 9:0" 4,T 626" 1 .3" 2 9 T 4 ❑" G:25' 123" 4 4.R" 62S' 1Z-3" 4:T" 4.0" U) n ' W CD i _+-_j U) 0 1` C:�L �J 0 C CIO 0 L_ U W //^� V/ LIJ cc L� Z Z Q J SHEET NO. SH 1.5.