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Home My WebLink About6538 Back Forty LpA 3 a LO 00 0 L0 L0 N 0 a O N 0 cc 0 I i Q L0 0 M L0 LO 0 C tCr 0 0 N J 0 I to N 0 L0 i m LO 0 0 rn 3 Q N 0 CD- c, a E 0 x i 0 0 J -155 0 0 0 a_ 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 RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, 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. Beating 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 K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW 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 LINO 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 orVTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A-ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. IL 1E 111*4 1 *J AAL llck 3085 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SIN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. W i o �� r CNIJ J �+ a =° C M V CV 'O t� T4 N LL C1 _ 1% N O to N Y � � d CD o- d .= =C_® = E Im /A, U .. �p x O i Y(t 11, ua ID4 CY l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �,:� Y Q o 00 U N ( o Q C-J 2 LL W ca J LL 5 — W o o r t E m n CO p (ey ` W ��°'°' m W Z LOmZ a J N 4 LL < O U V U Z W El 0 V M c�- z o g z o � z � N J - N „, y LU 0 w o N �y N {IM U Lu U o N • C-0 M J Y W Z � C E E O E U L6 oo -� Z. a z0 pd _ co � co fu 0¢ -0 ?o o� Mz WZ cn ro a C CO J az OU wm mo ZZ� ¢w 1 3 T 3 o� Z zo � Nr mo Mill M a� v 0. o3 LO '-� m rn 2 ECU a 0 CID N C YCr 0 Y O N ,— � J o >, N r �+ O u' M Ll�I ro o 00 O ,Q Ca N 00 cfl LO T 00 If) ai E f6 CO 0 O 7 o Z Z N E r C a. v Q o JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. C S ta�w�n�lnm�ul LO 00 C) �0 Lo LO Cn C'4 �2 W _5 00 C) to LO LO _W Cr C11) 3g �2 C 1 :1 to C11 LO C� LO 5�1 Ln LE 19 C14 C> CL E E (D r 7 CL. C-4 15 C) tj ,L> M H.B.T TYP @ 2 STORY T (1�\ T /-(P FILLED CELL LEGEND CONT. FILLED CELL W/ 3,000 PSI FROM LOWER WALL TO UPPER FILLED CELL IN COLUMN BASE W/ 3,000 PSI CONCRETE AND SPACE PER PLAN L* +42" SLOPING (AC PAD GG HALF WALL 3 S S 3 YP @ 2 STORY 10 L? F_ 9 60 8 60 1 1 12P 1:r9 (D FAMILY RM 4 LO 6 FLEX 4"x4" PT SYP #2 POST w/ il 5 8'-8" FLAT CLG. 3 4"X3 J" P.L. 1.8E , SIMPSON ABU44 OR USP CARPET - W1 HTT4 @ BASE 8'-8" FLAT CLG. 4 -:16 PAU44 wl 5/8" A.T. R. EPDXY 06, CARPET wl 12" MIN. EMBEDMENT 2 COL.) 60 (TYP. LO CY) L t- SLOPE CLG. 2 +42" SLOPING GG H2 -a - - - - - - - - - - - - - - HALF WALL S3 - - - - - - - - - - H DR AT T-4" C? 1" 19'_ 10-2 T-71 4'- 1 :7 6-0" 45" 6-0" 21-Of' 7- F7 FOYER ENTRY 1 ;t 60 0 10 6-10" 4'-2" 2'-3" 1 8'-8" FLAT CLG. 8'-811 FLAT CLG. AFFI _J J_ ------------------ - - - - - - - - - - - �2 00 C14 C C-4 N D . W. 60 0 L - - - J 2'-6" SINK W/ DISP F - - - - - - - - - - - -- F NOTE: FINISHED I 9 CD NT CMU COLUMN BAS 0 PROVIDE WALLS TO BE FLUSH. wl 4 SIDED TAPERED CAFE APPLIANCE > PROTECTION WHEN VERIFY IN FIELD. WOOD COLUMN, 0 __KITCH.EN...__1 W SEE 1/3.1 (TYP.) zo U) 00 8'-8" FLAT CLG. 26l-4" 8'-8" FLAT CL IRED PER FBC G. 21'-8" (0 CARPET TILE LO PATI T-0" 2'-2" 0 1 1 5'�10" 0 10 RANG - C41 30 4'-0" 0 0. 0 0 W/o 0 HDR AT T-4" 4 UPLIFT W 3 4"X3 J" P. L. 1.8E 2668 W/ HTT4 @ BASE LO EDGE OF SLAB 2" U, > 7 0 - PLUMBING LINE TO zy) SECOND FLOOR 1! BEYOND WALL 1 0 1 C14 TYP @ 2 STORY lH2 1 0 1 1 1 LU x6 WALL BEDROOM 6 2 CAR GARAGE I CD > 0M 1 �2 I Cn 8'-8" FLAT CLG rG �2868-S.Q. 8'-8" FLAT CLG. AFF L! CARPET G x6:WAL 0 10 :1 ! : 00 00, 1 ��BA H 3 S3 '8'8" FLA1 CL CNI LL 10 11 n. 0 Lu PLUMBING LINE TO I uJ z 5-0" T 2 1 V-4" 6_1 2 r) SECOND FLOOR 21'-0-21" 1 I OT TB z - I I �F _:'�PANTRY- Eo + 8�78" I L - - - - - - - - - - - - L, L, 061 z 00 10 _1 � FLAT-CLQ-.--- 1 K V (D FIBERGLASS 0 q;j- L6 TILE D'� VERIFY L OCATION S4 TYP. 19 I SURROUND C �3 ELECTRICAL PANEL �0 Ir EGRESS I - i 5-SH 16" DEEP - 6h;J 1011111111111 I! r loci 111111011MI Oil I I I I I I I iiii I I I I I 111 11111111011111111111111111777711111111111 )TYP @ 2 STORY 25-SH (D VERIFY METER LOCATION WITH BUILDER 15-0" H.B. T-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" <H 6> LVL 2.OE Fb=2950 FASI �7 kz) - 1 5/4 -\ I u- LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU R.O. FRAME TYPE (Flange) (Fin) 12 20 X 26 184X254 S.H. 13 20X38J 18 4 X 37 J S.H. 14 20 X 501 1817X 50 S. H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 1H2 27 1/4 X 26 26 X 25 -1 2 S.H. 11-13 27 1/4 X 38;1 26 x 37 1 S. H. 11-14 27JX50i 26 x 50 S.H. 1115 27 4 X 63 26 X 62 1/2 S.H. IH6 27 71 X 72 26 X 71 1/2 S.H. 22 2 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 " X 50 S.H. 25 37 J X 63 36 -2' X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 381 52JX 371 S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: )/4"=1'-0" General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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 complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (d) +28.3/- Q �E_ +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND MASO N RY HGT. @ 8--8" A. F. F. TYP. 2x FRAME WALL 'I I I I'l I I I I I I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTALAREA 3643 PATIO INSULATION REQ. 24 1 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 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 KRAFTFACED (GARAGE / LIVING) : I co C%J LU C 4= JE C..) �z M >< LA_ C,_ Cl- E - 1W ca 31: Co C, ,,N\' a R 0 OVIA "N. % C14 c) 0 01? SSIO 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 - the structural engineering portions of the drawing agesbearing Engineers signature and seal. W- MUMS H AAA, E CD co 8 V11 N, C� C, s a) 0 coo OD L Lu LL L_ EL C? W 0 'CU N �2 0 0 2 , W z IL M (1) T . Co L- 0 0 M z R (N < d C) 0 z W 0 co r_1 13 10 Ln QJ 0 4-, U 0 V) U') LD 5 U) c) 2i gapF= 4:- 0 < ,r) 0 loons CO C', CIO z < U_ C6 E E 0 , Z < < 00 23, E 1� t zz U:) 0, M son Bill 3: 3: M 0 (D > LO LO 12 cc C:) co J r- (10 C,4 07 0 0 C\1 U) L) C\1 .2 co LID < 0 0 LL C10 _�e C\I L) C:) 00 -0 -0 cc 04 00 (.0 0*) L0 C:) ce) 00 M r- LO LO E (0 0 z CU z E to a_ E 0 0 0 _J 'a cc < 0 1 C: 0 _J JOB NO: 23-06137 SCALE : AS NOTED SHEE7 NO. ZZ_ L0 00 C) t') 1.0 LO ID 0 =3 Cr cr) C14 r- t2 1.0 00 L0 L0 C., 04 t2 Cli L10 Cz! LO CD 1.0 ILO cf) 0 C14 CD E E 0 0 CL- Z-: 0 -2 C'sl C�l S14 LO Z6 16 im C-4 C:> Ln 45 15 Ek: U) G) U) U) Lu LO G� M 0 (D I UJ LL 0 0 N RE 00 - I ,It J i S6 TYP @ 2 STORY 20' OWNERS SUITE 8'-0" FLAT CILG. CARPET 42'�O" +42" SLOPING HALF WALL 12868 HANSON BOX @ 36" A. F. F. a- R&S Lu IT uJ z 20�68 B.F. V) 00 71 - - - - - - - - w 0 LU 61 z DRYER VTR LID C LR&S 2668 W I.C. bPT. W OPT. D 8'-0" FLAT CILG. CARPET I U) ___LAUN 81-10" FLAT Cr L u) C) 06 TILE_ U) Z 0. BATH :5 0 (300co 8'-0" FLAT CLG_ X UJ 2868 Lu 'n = TILE CD I M J 4SH -TI R&S 12" DEEP C? LINEN im D668 2068 EI TV T-4" i T-0" 4'-2" 3-T-6" to o? (y) TYP @ 2 STORY I BEDROO 1 5 U) 8'-0" FLAT CIL�. uJ U) Ir CARPET 05 F4 I CUB 1 V-4" 3 D2 00 11;"11"I NnRi 23'-6" I 1 14'-3" LOFT 8'-0" FLAT CLG.1 '� 0 CARPET lu- 0 M 0 1 6-2" 00 U) BEDROOM 4 _4�_ U) co 8'-0" FLAT CLG. [8"' CARPET 12'-02-1" [r'F; �57-M 2 F_ _ S �FIBERGLASS EGRESS M �RO �U� JD E J 251SH S6 TYP @ 2 STORY (D <�> q) 4&-6" 3 D2 I= 1��2 I U.: 00 3 D2 00 CD 00 CD 1.1 "1 LO co SIS TYP @ 2 STORY --------------- ROOF G.T.. 0 -1 CD D2 Cn U w 0 U) LO N BEDROOM 3 8'-0" FLAT CLG. 12'-8" CARPET OP 10 00 I HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE (2) - 2X 10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X 12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2)-2X4#2SYPW/1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X 25 J S. H. 13 2 0 X 38 18 2' X 3 7 1 S. H. 14 2 0 X 50 18 71 X 50 S. H. 15 20 X 63 18 7' X 62 7' S. H. 16 20 X 72 18 4 X 71 J S. H. 11-12 27 1/4 X 26 26 X 25 71 S. H. 11-13 2 7 1/4 X 38 2 6 x 3 7 4 S. H. 11-14 27JX50i 26 x 50 S. H. 11-15 27JX63 26 X 62 1/2 S. H. 11-16 2 7 4 X 72 26 X 71 1/2 S.H. 22 3 7 J X 26 36 4 X 25 1/2 S.H. 23 37JX38i 36 17 X 37 3/4 S.H. 24 37JX50i 364X50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 24 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S. H. 32 54 X 26 52 J X 25 J S. H. 33 54 X 3 8 J 52JX37i S.H� 34 54 X 501 52 17 X 50 S.H. 35 54X63 524X624 S.H. 36 54 X 72 52 4 X 71 J SH 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.. HL. General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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. III, Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 ®r- +26.6 -29.1 (1) 1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH�� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 (1) H1 U) W U) 00 LID 0 W WALLLEGEND MASONRY HGT. @ 8 -8" A. F.F� BEDROOM 00 8'-0" FLAT CLG. CARPET 14'-6" 2 MMMMMOMMEMOMM TYP. 2x FRAME WALL 17 77 77 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM EXT. WALLS TO BE 2X4 #2 SPF @ 16" O.C. U.N.O. TYP @ CORNERS U.N.O. AREA TABULATION "All' 25-10" 1 D2 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTALAREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED- EXT FRAME 2 x 6 R-19 KRAFT FACED SECOND FLOOR PLAN ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED I SCALE: Y4"=1'-0" C= C3 Ci C2- r- cc C, C-'J C.0 LL. cc-:41 'm co W r= 42 tj cc W (J C= CO 0 WN 11 I�A S 4t! F Llot N wk To the best of the Engineers knowledge, inform ation 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. 1, FNI W 1, 01 11."'y 'IT E C 8 Ame?, , 0 6 00 0) �o X, M 0 C4 0 U -J LL LU u- z 13 _J UJ C: W ICU 0 W 0 c� z M co 0 < Lo co Z R 0 z W < El E3 0 C, < V) Q) 4-1 0 V) U'l LU I- W U a; E CL- U) 0 0 C"> z z < ,6 E <Z a E 8 CU < E 0 < z C.0 t '0 In . , �z �w co , , 00 C:) ('0 LO LO < CIO 0 C:) CID =3 r- (.0 C3, 0 0 CN LO 41 +I 0 0 ILL m C'I 0 C:) L0 cc C\I CY) 00 00 (D LO < 00 M LC) U-) (D E 6 z ra z E r_ E 0 0 _J 'a cc < 0 1 _J JOB NO: 23-06137 SCALE : AS NOTED SHEETNO. 1.2 I 1 11 1 1 1 1 TH-lif I, II &111, -4-1 1 1 1 - I I - T_ __ -1 11 1 1 Q 00 rx) O Ih L0 rn L v 7 C/) O O CO NO J M cD O I N Q 00 00 O M LO e7 Cr v v Cn 3Z O 0 CN N J r— t2 Cfl O I N M N O Ln / m Ln C5T a c 3 Q 1•M O i E 0 E 0 v c J i a c 0 v V J tZ N 0 Cl- 0 N 0 L8 0 z z4 w Q r m 0 BATH 3 DW KITCHEN ISLAND KITCHEN c 8C O F_ MIRROR ice! ci a —TIN ITN CONT. HANDRAIL BATH 2 KITCHEN TUB/SHOWER FINISH PER FLOOR PLAN 0 60 O RETURN TO. WALL DETAIL. _ SCALE: 1 /2"=V-0" 6 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION 15 GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CONT. 14� VARIES, 2" LESS THAN 42 H UPPER CABINETS BELOW CABINETS HANDRAIL 137 36" H UPPER CABINETS 12 3/4" PLYWOOD @ LANDING MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS t 1T 2x8 #2 SYP JOISTS @ LANDING VARIES 12' FOR PANTRY ROD OVERHANGS THAT _l @ 16" O.C. w/ SIMPSON A35 CLIP Q SINGLE EXCEED 12" MAY 10 OR LUS26 HANGER EA. SIDE SEEI 24" TOWEL BAR J PLAN FOR CLG. HT. TOWEL BAR IN a ROD REQUIRE A SUPPORT _w ON WALL ABOVE TUB OR SHWR. 9 2x12 HDR. w/ (3) 2x STUDS AT TOILET w BRACKET 36" H BASE _ - TOWEL BAR 0O FINISHED CABINETS - EA. END FOR BEARING ON BATHROOM WALL = o COUNTER TOPSTANDARD MEDICINE _ SHWR. o 0 o 30" H BASE b 8 00 STR NG RS(W/ SIMPSON A35 0o I VALVES W o CABINETS o 00 CLIP TO FLOOR SYSTEM CABINET TOILET 00 = � - - bo TIN � 2x8 LEDGER #2 SYP SOAP — (P.T.) w/ (2) 1/4"x3 1/2" PAPER J 00 r - 1x RISERS & DISH F- TITENS TO MASONRY HOLDER - � - U in (0 10 O V-2" ^� @ TREAD (TYP.) } - - - 16" O.C.. z O Z �- o �y �° '_ ir) `t °P FRAMING bN o b in 5 o> i�t > o < O 1/2" GYP N Cl) i 4 ``' coN``' M N TUBJ �? BOARD N \ 1 J I FIN. FLR. FIN. FLR. FIN. FLR.0 3\ \I 2x P.T. SOLE PLATE \ BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 2 \ BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=1'-0" THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 1 r- OWNER'S BATH C0 c INTERIOR ELEVATIONS I V I AL HIZIt = -I U'-U ,114" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING 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. STAIR SECTION SCALE: 1/2"=V-0" N *-Co) O iVl ® . goo = mPI LA. - CO O a Oi O� {p a CD v r it.-� cat 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 Engineers signature and seal. h n� W O 0 N 1`W O cS E? 0 CA N N :3 LO (0 44 # W ID C J� W W fir{ V 13 m Ll a J W (0 � CCU: W � omtN-rn� c ZUZ LL T.M 7N Ck JrO N Ow UH U U U N th � o N O Q Q� J � o- u) r M Ln �v0o LU O v I w o y � wa C) c W I C) Q 0 o � JZ w M J o3z z Q LL N zo aoM >N ZQo rL O E v W z z 8 oa F� t6 o< ? o o E O ao g� <o �z B -O C:2Z,z3z IS CO O� ao w<05 �o o a > U ) LO rn CL � L � N o o N Y T � Y � J CN m Co O LO I Lo .Q co N 00 m (D L.n � 00 T' r E c d Z co Z T N c a 0 Q o JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 2 3 -v L0 00 0 r) L0 v N 0 O to N J r1 rM 0 I N LO 0 m LO LO 2 v cn� 0 N J r` r7 GD O I N M N LO 0 LO 0 LO LO O C i v+ c 3 r14 0 i a E C3 0 E 0 c 0 0 U J rn 0 cD v a 0 M O ZZ— Lo ai 0 0 Z W m T.( W rlw -fir N HE rlW 2nl M� T.( F I I` 1" x 4" SMOOTH TEXTURED F4 F1 12 5� 12 �5 FRONT ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ILE ROOF PER PECS - INSTALLED :TURERS VS PRE-ENGINEERED TRUSS REFER TO STRUCTURAL PLANS FOR BEAM SIZE MIN 7/8" THICK EXTERIOR PLASTER (PER ASTM C926) OVER PAPERBACK METAL LATH, OVER WATER RESISTIVE BARRIERS, OVER WALL SHEATHING & FRAMING AS REQUIRED REFER TO STRUCTURAL — PLANS FOR POST SIZE i 3s' 2x FRAMING AS REQ. i i POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (2) 2"X6" TYP. (1) #5 VERT. @ CENTER CELL AND (2) OPPOSITE CORNERS, SEE SHEET 6 n rn w U) w FIN. F R. SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — — COLUMN DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861, R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N o cv Ln _® o rI y Q n O C.2 CM -o Co X N C LA_ G m c, CV 3 3 ►- a') 4 W CS. Q � E �40 aW 0 F�Ftill, AS O N S psV 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. r W v E 0 r et � O N ) O " V o c v � G `°m .0 # nj M M V Lu Lu a. Y Z m O O W ��mrn W Z- N Z Q r LL N O U W o z N o g z z o Q ra- r M z (1)� 0 �N LLJ O w o V) c �cn v C w Q S o w � M J 0 r Z 4 � w E E Q E V � Zo g� o z >N zo Z O ❑a cp 20 �o o E o �< S< Co w0 g �¢ ww C C ¢o 0¢ O U m00 01 Z m J .0 ¢w �, -Z go 8< Qo Z a� 1 03 o <Z w` 01 ;o v I< d o 0 O = LOm LO Q � � N o � o N Y m m LO r ,} o ILL M O 1.i71 co(B CV �± 00 m r- LO O Q co r LO 2 CO O 0 Z cc Z N E T a c @ a_ U Q 0 cc � JOB NO' 23-06137 SCALE : AS NOTED SHEET NO. 3.1 v+ a 00 0 LO L D- Cn 0 0 E N O r— f2 C 0 I rh 00 00 M rn Ln 0 Cn 0 0 N J M C) 0 N M N 0 LO LO rn LO C cn39 0 3 N 0 i a N E 0 v c J d c 0 0 J l N C7 cD L0 0 0 a N N \ u7 as 0 d 0 Z ¢ Z W M m 12 5F77� 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR HGT. 35 SH CJ CJ CJ L5 Ji7 / ' ' `^""" ------------------- IG/ __-2nd FIN. FLR ------------------------------------------------------- ----- 6'-0" Lo FLASHING 14'-10" --------------- __________ _ 0. T.O.M. -------- -- -- CJ / WEEP HDR HGT. 35 SH E E\ y FIN. FLR. FIN. FLR_[ _ 5068 SGD REAR ELEVATION - Al 12 �5 12 SHINGLE OR TILE ROOF PER 5� COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS EXTERIOR PLASTER ON FRAME 16'-0" RIDGE VENT 00 T.O.P. HDR HGT. 1'-0" CJ 25 SH CJ CJ HEEL t��g --------------------------------------------------------------- 2nd FIN. FLR. rZJ� LEFT ELEVATION - Al E: 1 /4"=1' N ti General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V 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 N ® c N o llr =o ® ti t— o _I w a c cec,� i m y = I.L. q, CC p -CC ram+ N X CU >Es� C C, � 3 Ca _ .Ca wCJ as �OC•� A N g- � c � o a w 0 �tliiiilfEPl�dt AP,0 N ". •'° F L O\ ®,� �''r�✓rrr��i�a�►�t�'i;m�s 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. o �a N Zn � �7 .00 N r°�°� E ! /N aj LL W NLu ' J a 1 a. L (U C,_ W W Y O N n Y og o n W Z °� w U Z a �n N O 6)00 fi z W ❑ 0 M N M 0 QFZ Q r z �-1 Q) 4-1 LU O N w o Of w C � Lil r— J E c U' d o14 IMF, o w C z cu E cz ® CUv sLL z <N z© ❑a (6 I-C �� W0 jo -U O E to ro F �z p Q I <o mo C 4 C �a O Y o0 z F ZCY] J m ¢ w O � 1z Qo U W [CD m o LL a Z az =1 o J wF1 � �o � a O - z ¢ Uri Y m n1LO C) =3 N o O N Y Y m m LO T LO M ai -0 C)cc L O 00 -0 04 m N rQo LO CD Q 00 '_ r L0 L O = . Cfl vi o Z cu Z E Cc IL Eo U � a w 15 Q p c _J JOB NO : 23-06137 SCALE : AS NOTED SHEET NO. 3.2 Q 00 C) 0 1.0 L0 O 7 Cn O 0 O io cV 0 J r- Ih co O I N S Q L0 O 2" *NOTE: VARIES 1'-10" 12' CAP CAP iv iv FOAM TO BE USED 1" RADIUS M 2" 1„ 00 `O ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1"�2-. OPENING VARIES �,N ^ 3 1/2" RADIUS 1/2" RADIUS 3!4" RADIUS 4 1'-54' J� M Mla CO 36 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES 1" OPENING VARIES iv o �2, VARIES M _ 12 VARIES �,IN 1 1/2" RADIUS 4" 1„ 31I 34 4 Mlv 4ill c'il. N SIN � - ri� [")I T � 2„ O c �-IN M 2 1/2" RADIUS ro CD `la VARIES 12" 3z, 11 3z, 1 (V 3" ':4a" 1,I 2 2 1"' 1° 1" BASE BASE N cry T 3„ 1, 8„ 3„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN � REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 of V-6" 1" V-4" 1" DETAIL TO BE 2" 2" �OEBUILT W/ STUCCO. 2a EDGE OF OPENING 6 • ' 1-1/2" THICK 1-1/2" THICK O 4" 101. N SIN M 21„ 4 �. 10" 6" Ir�lj N -- IC 81 � IN M 3l, 4 1„ _ 2" 4" 3" 6" - CO W W W 2 1-1/2" THICK 32' 24„ M I 2'-4" 1'-10" 52 1 5 5z 1, 4„ 3„ 51„ 4 = 00 IN 31, 1" 12' VARIES VARIES 2 w �21, Q M I I I • VARIES VARIES 41, 3z _ _ r--------- _ CN iv ap 3` moo. �,, 6" 4" KEYSTONE F11 b � OPTIONAL c KEYSTONE F11 00 r` OPTIONAL R6 2, 44„ 2 I �=� r 2, ' 4" GARAGE DR. OPENING 4" 3 4 - 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL 41 LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK SMOOTH FINISH 14 1'-64 14, ill 12 — 2'-1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 1 1. „ 1, 12„ „ 4 T-8" 7„ N 1 4" T-0" 4" 101, 1 '_4" 101. r O iv 00 'tom _ � it iD N k° 1„ o 04 CV -- - 00 O • M M �Slo 1" Rro-- 1,II 2 FV� M o GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH N O n+ ®_ 11113 g, O o M MC, a C IC V N -.flmx y -g GV t y O fB s2;�.NY a� a, y E c d 0 � o ICU M 7 � ' T y E� c 0 0 §O M N O N O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 i., Q v E O O O U M N iT O. W C N N N S J Lu w o- Z Lu m c d ai '-, Y ' W y 5� p 0 N O W o rn m Z N 0 ¢ J M g N J O U o Z M r z N M 0 0 z a cl- N N M z a cn LU p 1 U 6 O V) w a N USL v, l H U7 U � C If.s � 1 to z� ; y?s - � '�III1� 4 U o c u' Y N � o M Jz � � op w Z Z a g U- � p Z o z© s' 1— (O 00 o E co a p < a a0 wo �z c I. ¢z 1.a mo Oz "m ¢w Zo 'z W Co T d Z H m <a gz _� o v Jw <F Iz z!a ;o 3 ° .N > (0 J U') 1� L ! rn m O � F C:) N o O N Y _r+n/ Y � J m mLID r .F..i t M O) I o Lf -0 co 00 m N (D �i CDQ 00 r- r LO LO N E c O (D C) z W z � E r /1 cu E U J Q a) JOB NO : 23-06137 SCALE : AS NOTED SHEET NO. F 1 ;I I I I lIIJI 11 ;1 1111 11 l �. J. Ilk, dl I, 111411 T ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER _a ELECTRIC PANEL _i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER Illk #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 11 #10 to WH 10 #8 to Range 01 #6 to HVAC R1 MAIN O 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER 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. AC PAD AC PAD DISC. WP GFI PATIO GFI W I � � ROUGH -IN FOR OPT. CLG. FAN/ FAMILY R M LIGHT PRE -WIRE � G � G F I(J�j� GFI�—---------- TrGFI o '1 _ D.W. I L_ —J PENDANT AS): E - PER SPECS \ \ , / F DISP l� 51NK �T wr:f� _ �1 TO LIGHTS Tr AND ITCH ABOVE ROU -- ---- — IN FOR OPT. CLG. FAN( LIGHT PRE -WIRE PLUMBINGRISER qIN I 12 SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER -- ----- � FLEX -- S7OR. -U C. SWITCH I � I `-FOR DISPOSAL - � _a I I I ,RANGE iFl. GFI � I ME GIFI W DEDICATED RECEPTACLE ` I ,ct S,D) FOR MICROWAVE RANGE .•..�� HOOD PER SPECS BEDROOM 6 II \ 12 1 � ROUGH -IN FOR OPT. CLG. FAN/ \LIGHT PRE -WIRE -FOYER G F 1 @ 44" A.F.F. - - - - - - - - - - GFI DB • I )4NTRY I_ I / I I O F------------ I I I I I I \ I \ I I / � I I PB I / I GFI FOR I / — --- s GAR. DOOR I PREWIRE I 2 CAR GARAGE I I I OFI @ 44" I I A.F.F. I I I L------------ VERIFY LOCATION ELECTRICAL PANEL GFI @ 44" A.F.F. `� A IRRIGATION +H.B. VERIFY METER LOCATION WITH BUILDER 00 FIRST FLOOR ELECTRICAL PLAN - ELEV-Al II 0 ® e C. s._... d ci pr—c c cc w N myc N ' O O E v d � an c i9 0 0 M N 0 N M Ln 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 .p 4 co,N E 04 N In1 N 01 # m N 00 0) N h a � LL ul ui �J aY� x"3 Z a� o 0,= m eY ,I -IS � �� mWQ ¢ z W un Z 05 rn W co Z 0 M U F 0 d z ❑❑❑ W z z N M � O o � Q —1 s. r U) (DI21- Q) �_ — o LL +� w o m .2 V 0 N N L.0 Y I_ F-- Lj W c U Q o N N m ° 0 J z LL ce >z � CIO E O u zo o aF wz ZN ¢a zp oa `� CL E Go 0 o to &a ZJ U:) to ¢o m0 10 ¢ o< 1z ao W CO o m oLL � a� z s� aLL w 0 o w� U_' ;o 01as a 0� >� LO L0IL ui N Q c� E— O co :3 N o O N Y Y Im °° LO O o t.f)I M W m N T Ln CD CIO r co L0 EtD 0 Z cc0 z E T E �; c a 0 _j ¢ o JOB NO : 23-06137 SCALE : AS NOTED SHEET NO. 4.1 _.j 1 I 1 11 11 11 1. 1 1 -1 IT X) 00 0 M to L0 L C3 D- 0 CD N J O I N 2 J Q L0 0 M L0 to L O cn 0 0 N J t2 0 I N t� N O to i L0 C/7 0 Q rn Q th 0 E 0 w E 0 `v c i 0 v 0 J 4) LZ 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. 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI g to WH to Range to HVAC MO1 so=2/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501,17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl_ ELECTRIC PANEL _emu DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" ers tcoal � � N w ® a c+ o G � v N m SaC f2 m O L d C 9 ECD y a- Q CD eo as as .a � E M CV 0 CV co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q o v E om o b � 0 0 N N CA � o Y7 1.:co r H NN0� of j w a Z mc� Y�o 3 u m N co O a W W 0 2 X� rn m ` I Z 110 U) o J M Z Q Z N of ov < o t'""• W ❑ ❑ V M � Z N M � O N � o � � Q J r U) In z a 1 U _ a 4-1 w U O sr CZ" o IDU) ws �� A U w � J a N 14 O W m QD o3 Z a J LL (d E tt z o os > M =� E p V z© oa Cv �° Uo p E E ¢ 8 < Co ro wo wZ w c Qo i 1 m0 �� Z m� �m> z J° ° W C/D ¢ wLL az r= m 60 J w J o w� ol< >° ° YJ LO ai m CV no-j 0- 0 N �--- iU o m m LO -+ < a--+ LL M O O �l m N �± OO m Q0 L0 O 00 T C N E �' E O (O tp C) Z f4 Z � E c m tl E U _j Q p JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 4.2 1 __.1 1.- __ -T 3 Q LO 00 M LO LO 0 Cn 0 Q O to N J M CD cc 0 I N _ J Q cc PI) LLB Lid O rn O 0 co N J O I N M N LO O L0 / LO LO L O Q (n Q C 0 Q 0 C- FE (D E 0 v c c 0 v 0 t7 N 0 co LO ai a 0 M N O cD LC W 0 _ o 0 ' W Q m C C ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See SElev) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0,0 0.0 (Zone 1) Upper 16 2 Floor 1826 1753 250 876 63 438 1 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. )NE-1 TIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of peck -Air Needed) ROOF PLAN - ELEV11111111111iAl I. Cn CV . o CV cs tA-5CD d a spa _j cam M c c c. N ��Lac u_ a y cc ® i en -0 N s Ch o eo 3 = °' m u a C 3 c ea y m • u ao c � (11 � c efl o a v i � �E�� y ��ys a� r `^ T4 �, ep wn`t r t i � •.� e r �A� es sps -�l ePf�f 9��j4a�4E FSj,�Z3:`t� t t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 8 G I�♦ 0 Q N fO I"M:Yc. 000 P 0. (D to C14 CD Q acl: C JLL I �- a- 11. a� Z d J w a r m Zo O 0 Y W Wz �Ca �rn ro 00 N ZLO 4 J M ZN Q x O O0 M W 0 ❑ ❑ V M � z N (+J O O O z � QNQ z O Q Q � J — (Z r M z Q) � c� o a--+ C-/LU � U O w oUft to c �N U) U Lu ..., J E 1 i _ m Q x 0 N �® O �� J W M J z0 � Z 4 LL E CC C4 z o Q O z o 4 a CL p z© 00 O C O C Q 0 < -d t a Z Z Cn ¢ o 3¢ m O O � o N Oz z F z m J 3 m F 0. Q W z z Qo CID mLL dz W m � 0 � W W F O IIIIIIIIIII' M V zI¢ 0 F OU >� J L m Q 0 n'� N o 0 Y Y O M m �N� L1 i � O r LL c) I 0 L i� coO 0') 00 CID c0 LO 00 r Q T L0 Lf) N (0W (0 O Z L6 Z E T 2?c ccE U a -1 Q p JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 5 a LO LO 0 N a O ti J t2 00 I N 00 L0 v cn� 0 O N J M I N LO 0 L0 LO ID v O Q c •1 H Q O i a E 0 Cn 0 `v i a 0 v 0 J c N N 0 0 0 a N O \ LO N 0 d 0 Z W m 0 c T-O" 6'-4" H.B.t 1 42' J TYP @ 2 STOR S6 H 5-8" o? AC PAD C PAD Fi T I T M \ HVAC CHASE 1\ I I 19 I I I 10'-0" I `• \ \ BASED ON b� ( I J TYP @ 2 LOCATION GG GG S6 STORY o S3 I 2'-6" x 2'-6" x 1'-0' I S3 4100 \ W/ (3) #5's E.W. I I I F_ ( C10 I �' : 19 I I I I I W/ (3) #5's E.W. GG I F, I 011 Ed ;n 20'-44' -72' I T-72' I 14'-44" r TYP @ 2 STORY INDICATES FILLED CELL w/ 3000 PSIIL \\ I N q `' I CONC. GROUT FROM FT. TO BEAM I :::: :::::::: :: N W/ (1) #5 REBAR VERT ABOVE SLAB �� — — J ■ S3 OP OF CONC./PAVER TO BE 4" FBELOW TYP @ ALL PLACES SHOWN r, HOOKED FTG. DOWELS 5" EMBED`° FIN. FLR. I c I W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL „ - KITCHEN ° r SLOPE E It 00 PROVIDE %2' x 9 %2' 19'-54 ISLAND LOW T-Oa" 15'-6" RECESS FOR FRT. DOOR 6'-0' -4" 2'-0" ■ : I WALLS STEPS AS I r---- ---- — —�'--z====—_ �.-� . �. .. ■ co REQUIRED PER FIELD CONDITIONS — — — — I �� ■' PROVIDE 1 Y2" RECESS —III i I .. ... —L I o --- -- _ — F — — — — 7 /F=\— — N ■ FOR SGD. REFER TO I Illy �� II CHASE TO \�W H �/ I - 60 MASON'S SLOPE FOR D.W. III I �LI---JLI_JL_JJ ISLAND STUB UP TO K q _ _ WIDTH _ _ _ _ SINK W/ DIP --� (` 2ND FLOOR S3 (2) #5 REBAR 14. I 13'-11" 1 2'-6" 3'-04" i� 4'-84 2'-42 2'-6" M2 VERTICALS w/ in FOR A/C e FILLED CELL 3-1/2" MIN 3000 PSI CONC. SLAB F I R M HERNANDO COUNTY ONLY � I I I I L1/8":V-O" S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 2'-6" x 2'-6" x 1'-0" ~ c L_ SLOPE 6 MIL VISQUEEN VAPOR BARRIER I W/ (3) #5's E.W. 0-1 01 20'44' RANG 6-13" 21'-6" 4'-0" 26-6" 8 _ M r I J91 ......... ...... ... - - 00 T-2" N CJ I I -3 1 /2"& co CJ I I Fv SLOPE r`l TYP @ 2 STORY I PLUMBING : ' CO I U.N.O, (SEE JJ/S3 1 FOR STEM OPT.) o (� ;i �� STACK I I STACKING I LO GG ` CC W/O S3 S3 (V Z_52 I S3 UPLIFT I A. ■ (- -I i� d� & 0'-01, I I I I (2) #5 RE BAR VERTICALS w/ in 00 FILLED CELL ( =� VERIF —FLEE LOCATION —� - — Cott PANEL M "00 .....,.. ..,.......,..,..,.„........... J.-i. .. 4' TYP @ 2 STORYJ (SEE JJ/S6 FOR S6 STEM OPT.) 3-1O8" 1. 2'-8„ —L__ _j— VERIFY METER LOCATION WITH BUILDER T-4" 6-0" +H.B. 2'-0" 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al, 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 MVNIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w l.l.l J U:) d CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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 -0 013 C= o 0 n® :_1 uJ Ln = + c> r, a. , c ® N C C..)N • -o aac R ® L N : •°C3 CV g Y W V L d d eo � ram. 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Fill'r y W 14 p3M H � o CD8 M w 0 a0 a m 'Zp uMp Q N O LL C: Cl) 'IT_I C J U� W o ,Z — D d Y m c � rn w 'Y 9 00 W W N r _� � m J 0Z<�- Cl) O U < o z W v rn El N th o g � CV � o � r , £7 0 - � v LU w O w CDZD CD U c e J � w N z• a 0 m CD c� M w p z z Q E ai E zo �o >m <N c. E U o z z oa f>3 hCL o ? o o E C-0Qz 0, z ' L �o ww CdJ M C 7 z oz Y . m o F, p rY] J ym ¢w ¢� zz C/5 z w = w� 0 Mj off. a0 ° �0 J LO LO ai rn TM Q CU 0 I—�— O C T N Y 0 N m L r � O O I U N 0 Ll') c0 L0 M Q 00 � LO E w E C0 o Z N Z E y a- U J Q U J JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 6 Cn L0 00 C) ff') LO L0 cn :9 :20 �R E C'4 t2 C=) I L0 00 C) 1`0 1.0 L0 C) C14 t2 (0 CD Cli 1.0 1=� tr) 51 L0 L0 0 -0 r r") C-4 CL E 1.2 C, W E 9 a, LZ C14 CD 15 I= Lo en V) SEE GE05 FOR STANDARD GABLE END_ FRAMING 2X TOP PLATE TO — GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. - W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d STRUCTURAL COMMONS @ 3" O.C. @ SHEATHING (SEE C/S6 EDGE & 6" O.C. FIELD RUN FOR NAILING INFO.) FULL SHEET FROM BOTTOM OF FALSE BEAM 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 0 z 2x4 CONT. RIBBON W/ :E (4) Jj 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d 0 NAILS @ EA. END 0 8d NAILS @ 24" O.C. TO BLOCKING ----/ IGEln FALSE BEAM @ GABLE END N7 SCALE: 3/4" = V-13" "Aft LIM 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN \-FTRUSS BRG. \—CONNECTOR AT EACH TRUSS, SEE PLAN -\,�LINTEL SEE PLAN L-STRUCTURAL SHEATHING C 03 CANT R-00R TRIISS CONN- SCALE: 3/4" = V-0" ')v PI ( 2 D2 RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) H I P ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft (4:12]-[12:121 /Amr-M mvur I 2e 2n 2r a ae ar 10 HIP — -35.94 -49.57 -49.57 -49.57 rGABLE -38.22 -38.22 -60.99 -60.99 60.9 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: 3/16" EXP. 1 CY16) or 1%2" EXP. 1 (3�116) TILE: 1 Y32" EXP. 1 (3�/, 6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 4. vv lZrNIZ In IZ on IZ� In IIAU In I�r\IAIZOO 10"nc� I IZr1 I 11�1`1 732 , 0111Z� I 111INU OrIMLL Dr- F�01= III MIJ WITHASTM F1667 RSRS-03 10d (21/2"x0.131") NAILS ORASTM 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 W1 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. 1 CE FT1GE FT3GE —TT— ---r7- 1* 1* F 1;01---- I -I ----- F 1- 7-11 0) U- (2) 2"X 10" FIT SYP #2 w/ 7/16" OSB FILITCH PLATE NAILED BEAM TO BEAR DIRECTLY ON TOGETHER W/ (2) ROWS 12d CMU WALL NAILS @ 12" O.C. STAGGERED (TYP. EA. SIDE), TYP. (3) BEAMS A (BOTTOM OF BEAM @ 8'-8") FT4 1 1 1 1 71, 71 ..... I' I' —I I ......................... ---- 17---- I -I ----- I I.... 71 7 2 2 FT1 2 CD LL L I i L F�-- LL C� FT1 1 A ........... ........... QL CANT SUPF 00 D2 TRUS X l- 1 1 LL 0 CANT SUPP TRUS OPTION C (9 OPTION C 18 D1 BEAM TO BEAR I DIRECTLY ON CMIJ WALL CMU LL A FT1 TF----.—< W(2) X G L F W > 0 LL 0 U- C14 J3 x -F-T6A .......................................... ------------ r......... E1 ><! Lr) ILL LL FC03 �7 Las 11 6za-1-- r 1. L ... :.:L L ... A:L .... L I L L .... 11 11 11 11 11 11 IHI , 11 1 ii�-- . I- 12(3E 6 2 D2 r i ur- \ 2x BLOCKING BEAM TO DRT DGE 3 BEAM TO DRT DGE 3 No UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR SYP CAPACITY SPF FASTENERS CONNECTOR SYP CAPACITY SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B I HETA16 1810 9 - 10d x 1 1/2" HTA1 6 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 - 1 Old x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (118) 1/4" x 3" S DS WOOD SCREWS AND (2) 1/2" x 5" TITIEN HID 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (116) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-S D82.5 w/ (10) 1/4" X 2 1/2" SIDS 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 21/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 10d x 3" JUS26 1000/1080** 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S VGT-M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED wl SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME - U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (114) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F wf (32) 16D SINKERS & (10) 1/4" x 3" WE DG E- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME I "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 112" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d I HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 68n 1 570 1 (20)1 Od x 1- 1 /2" 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 -02-2 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 AREAS DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") �FASTEN EACH (8) 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 (6) 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. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 INTERSECTIONS. SPLICING rw/ TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER 2PLYCARRIER t A) CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV—Al SCALE: Y4"= V-0" cr3 C= 0 CD C=) LZ C= C-4 =:5 03 .> E a C, cc co 0 Ix cn In C)- CJ /,0; 0 L X To the best of the Engineers knowledge, information and belief, a structure p ans 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 M, `.-Bfi N t W ot E co 8 Uj C, .2-65 a) N C'o o? b", 0) Lo In U) r— I- Allilliliiiiiiil iN N 0 § * LL ,zr u� @ z L.0 W 0 :D 6 W 0 = 05 cp z LL 0 z < < 0 60 z W U) El El (D %2 Ln (D 0 V) 1 U) u a; I= vim E C&D 0 z U- E 0 z, < 9 CU < 0 E 0< �8 z z CD t 0 C/:) M z o 2 '0 z zu C-0 0 < z NW C> < 0 z '< < �O L zi< 0 'm 0 .0 0 E2 > L0 LO 0) cc C:) T— (14 OcL 0 W M LO 4-j 0 1�-j 0 LL CIO -�e C\1 L) C:) C:) L0 —0 CID 00 —0 M L0 cle) < 00 co T— L0 LO E (0 6 M z E T— In E 0 CU 0 -j < 0 JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 7.1 3 L0 co 0 11) Ljo LO v C/7 0 O to cV t2 CO 0 I N x J Q L O t ) L0 L v 7 O N J r— M CD O i N N L0 C] L0 rc) 2 O Q c `o 3 Q N 0 v a N E 0 0 J i O v J a> r7 N N 0 0 a N 0 LO 0 0 W M m CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 \(2) r1(2) RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft BIND SPEED (ULTIMATE) 140.0 MPH JIND 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 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 1y32" EXP. 1 (3�116) TILE: 1%2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED m WITH ASTM F1667 RSRS-03 10d (2Yz" 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. Cl) LID � M aim alan enne CJ1 .I CJ3 CJ5 I w .) I JIG 4 S5 Sr B1 B3 m 0 w m —Me man lalln, nine nine, a I. I. I r.—an new neen min neen min Q anan aim Q nalle aim ... `� man aim Q � al ... Q Mean mom ¢ Milan a.— ¢ — lealle, anal min anal mile -- Q man min Q I ILU • ¢ J N a a TYP. O 0X (2) HIP 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 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" 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) 112" 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" HT75 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 _1 3330 1 22 -10d x (1) 5/8" ATR w/ 12" I MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I I dEMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F I w/ 3 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (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 ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" e� cv C:1 N cz c _o W L s o ci a A i, ro C= to a N s w C'N 32 a� �e m eL s W CD `ti a> a> Q d rn a s c E o ci, ... .tea • c) , tpo _ C de,��rf�P� �� •� � ? 0 ~ f a ��F'�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 a v E o8 co MMM Mt I, PA, C O O N N N m 0 Uj n eWo u aai�v C J LL i 13 � J LL w Z C,,rn r m o --.,a i X, • c_o g O `° h a, W I o o Y °' 3:y). - W Z cn rn m L N z Icy kr V N O U ¢ S 1 Z W Ci N El oMi Z N th O O 2 iNt Q o Cov) J � d N r M z a (v 0 o +1CID U O V) w o C�f U c � V1.� w � I 3E I I G IL✓ = m o � a°�i o e Q OD Y N m14 0 m w m J o3 z < U_ Q E 8Ca y o� o wz zo ` z_ e oa I— rp a 00 E O Q ao 0 < °Z OIL) h <o �w co a o �¢ ON U i mo0 Z m J m 4 w i� �z a O m o < Ja r a� w= �3 J o w� ;o a= >� J LO�1 LO Y J M Q C� O � N o � _j N � o J MY W m O Y , }1 r .E.1 ILL C'M C:) l.f)I (0 O N OO m CD L0 cM Q M LOr E > � Co 6 Z m Z v E r iii m c a E .. ci 0 JOB NO: 23-06137 SCALE : AS NOTED SHEET N0. 7.2 0 v 0 J v 0 5 Cl- to N 5i 0 0 LJ 0 Z UJ W r m v r� 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 �> i - �•; JiF E FORM & GROUT SOLID 8F8-1B/1T 81`8-1 8RF6-0B/1T W AO © © 0 O O O • 0 0 0 0 0 #5 BAR CONT. 8RF14-1B11T8RF14-0B/1T 8F16-08/1T 8F16-1B/1T 81=12-113/1T 81721 © "V" LINTEL DETAIL I4'• - P SCALE = N.T.S. so TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu 8F16- B/1T a ib � � Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D G e 1/2" CLEAR 0 e a e a e e a e e a GROUT a ° 5 REBAR AT " 0 BOTTOM OF LINTEL CAVIT -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN 'NOMINAL WIDTH LINTEL (VARIES) MATERIALS c precast Intels = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ - 32" O.C. & 6" FROM EACH END ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- x � U) ro, UJ 9 w p ui X LU w �¢UOZ Z O W N d- bC :N �1ow0 <n n x o. 'n 1-112" CLEAR C.M.U. #5 REBAR AT BOTTON AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-O" 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 O 4'-6" LL MIN. L LINTEL PLAN - ELEV-Al SCALE: %4"=1 r-0" O u.a mr' s� o C IC C.> N m Vl .Ly N .0 3 = °' E �cc C = c E �o ,i a Qtl' 0 L. rr (fill 1101t ioll 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. yy W IdJ v E @ ® Y co a) fD r .5W tly PA ,0 N so # U) r it LL LV• 14 cc:-J LL �� 0ILL w LL d J Li- Y a -- Z a L m o W 02r--a' m w Cn i a LL N Z d ui M N Q G! O 00 d 0 rZ c) rn M � z N M o 00 �J1/ z o ad N M z U o LU O V) w o r Y ws U w K.. J E 8 £ ai a U o y rn W Y a N - o co CS M Z O 1 � LL C6. o E U CID Zo z <= Z o oa I- r6 o E 2� &a w� 00 o< Q Z co wo ww N rz J =(a <om� 0 m J m Q W F tl oa �z o a co �j <0 z =H O m I- o <� W Wo zIa= ¢ 0 2 O w / t O u 0) m Q C7 N o o N T Y � O J N m m o LO �, r 4-1 O ILL CM M I IJ O O L!') m ) 00 N CDw! ' 0 m � 0 CO o z z E r tri N m a o U _0 w Q p � JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. 8 r_ 4 00 L0 L0 Lo 0 C14 �2 (0 C) I LO 00 C) r13 Ln LO Cr Cn 19 C14 C> t2 C) LO C! Lr) CD L0 39 to C-4 CL C') co E 0 0 Cl- E 0 4:1 9 -2 LZ C14 C> C14 CL. CN CD C14 LO ck:: V) 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 PREVENTINSECT 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 (SEX) 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 COMPANYWITH 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(61 OMM) 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 OFA WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R3084.2, 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. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.13. 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWA D DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 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 & 2.13. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DL + WIL 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 Ksj 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: Y4 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-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. 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-l-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 11 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksj 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 ", 1 Od = 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'SBOLTS 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.0, ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc: 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION m 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 grinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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 subse murenat installation of tra s etc., shall be made with Iffmanent metal or plastic forms. m nent forms must Ee 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-�Rr3`m&1Ve5jbC ncreteoverpou and mortar along the foundation perimeter must e e egre exterior soif treatment. 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 buildin%department b a licensed pest control company before a certificate of occupancy will e issued. T�e 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. WORST CASE DESIGN PRESSURE TABLE 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 = 11 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.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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 PROFESS I ONALS'S HOP 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81, 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 Y8". 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. C1%j C= 0 C1.4 tin cm C= C= 6 C= C, k > >< -C. Bl: E 5. E C, N Q C4� C', e7 7", (1110 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. �O W A05" #1 'MANk `t E C) 8 0 Uj c-, si '0 Z N C) *h It ti, -j L uu co u_ 0- Z 13 i CU r_ _r_ M C, Z_ , �e�Ul E N W =3 M N 7D 0 0 2 1Y, W LL (n c�) 00 Z� 0 LO Z cli ce) 0 Z < 0 b 6 W Cl) 10 0 .2 4-1 - LU C 0 V) U) L-U M E j 0 < 0 co Z C-0 I < U_ E Im Z E - 0. Ca C1 �z 20 00 E 0, Z C.0 t 8 z 0 C', ro C: '0 01 1Z � co < < A 0 00 3A C:) L0 LO < 0 CL C:) CID J C-4 C3, o 0 U) CNI L0 +_j 0 < �_j 0 LL co 04 C:) C) Lo ca 04 00 rn CD LO cle) 00 00 L0 U') E 0 Z W Z =3 E T- C M E 0 0 -a CU a) 0 < 0 1 _j JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. SN Cn LO 00 LO LO 21 0 �R C-4 C,4 LO 00 CD LO LO C14 t2 to C14 L8 LO 0 :E C14 CL E 9 co 0) E 0 all 0 9 17- C'4 C) LO LO LLJ V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING . ..... ....... 4.1. - 1-7,77-I.K. ...... ...... ........... .... ...... ..... .. ........ . ..... 16GAxl-1\2" LONG (3/4"-11" CROWN) 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6" O.C. VERT BETWEEN ... ... CR WN) STAPLES@ 6" STUDS (NOTED THUS:-) - OFFSET O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATW "ONLY APPLIES TO LENNAR TPA/JAX** .. .... MAX7 101-01, TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 V Cn 5'-011 < 0 STUB -OUT FOR 1-01. LO GAS METER 0 9 0 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 TO ENAI LS 2" X 8" @ 16"O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O,C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111._011 (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13-0" (3) 16d TOENAILS 2" X 12 @ 24" O.C. 154" (1) SIMPSON H TS20 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"'J)oist 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 /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 2x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x-+ 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 NT FILL CELL U) LU STD. 90- CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM SIMPS( w/ (22) - NAILS 1 7s— CONT. #5 BAR #5 CONT. 5/8,10 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM 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 TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small gap 2" " ax. 4 max. i y Clinch nails when possib e I I I 1) Support back of web during nailing to prevent damage to web -flange connection. ight fit 2) Block solid between joists for full length of span. T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 16 6- 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. hi her thnn I r;nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 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=21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum)--/ Bearing wall, Versa -Lam LVL or (D Glulam Beam Boise Joist Blocking Usp 3" (1 Od) nailq at 6" o-r. Q%�' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule - Joist Bearing Location Series Depth � End I Intermediate BCI 50OOsP 9-1/2" 1 2-8d 1 2-8d 11-7/8 " 1 2 -8d 1 -8d 1 3 14" i 1 2-8d 5-8d BC16000s@ BC16500so 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d le 2-8d 5-8d 16" 2-8d 6-8d BCl 60so 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl 90se 11-7/81, 3-16d 3 -16d 14" 5-16d 5-16d I ' 16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* �t Joist When joists meet over wal I, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3 to avoid vertical' plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6"' A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN THE WEB. PROVIDE AT ROUNDIN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Any 16' pcist span0t)- -11-6 - -1 __ 8 11-01, V-111 11-21 1 �-.2" 1 �_31 1 -3' T-7' T-I 1" 2-4" 2'-g' 3-0 3-7 12 Ta' T-T' l'-Z' 1�-2" T-3' T-9* 2-4!' 2-11 " 3�-T' 4-2* 4-9' 9-4' 1 114T 1 11-1 11 11-21 1'-2" T-T' 2-6' 3-2', 3-10" 4-9' 6�T- 6-4- 7-2 120 1 1-U� I �_I 1. T-Z' T-2" 2'-a' 3-01" 4�0" 0�11 1,eV-1 9 -1 1 11", 7'-11" &-IT' 12411 -0'., 1-1 '. 11. _z. V-3" 2-6. tr' 4-9' 16-10" 1 T-Z' 8-4" 1 9-6' 1 10t�d 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 A/C CHASE 4" PVC - SLEEVE THRU STEM WALL it 50 SCHEDULEFOR AIN. EMBEDMENT AND QUANTITY )FFASTENERS 00 � FINISH GRADE Backer block (12" wide min.) =1 I 1=1 I 1=1 I 1=1 I I= Nail with 10- 1 Od nails. 4 nstall tight to top flange. r SLEEVE THRU STEM SEE PLAN FOR 4 4� 44 4 4 FOUNDATION INFO STEM FOUNDATION r- GRADE —MMINIC CC= r'11 A KI 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 4 A , 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiff ner as requirements 0.6 X Joist depth D __ - m __ I -JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA (WHEN SIMPSON H10A wl (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION X1 10A 11 /2' 0154 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5 s x 4'-0" CENTERED @ PIPE PENETRATION� 4 IM I 5fl I Ittl 1 C, PLUMBING LINE PVC OR SCH40 SLEEVE 4 < 4 SEE FIND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION-\ PVC OR SCH40 SLEEVE PLUMBING LINE 4 CD 2 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fr 4 4 4.V 1 4 4< Lu C3 :�5 CL C.- C= : t; . 3: - 2 cc W CD.= CJ W 3 co r= CL 0 VA 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. 'C�T E '00 Cq CD co 8 C, mom U 'M 0 wit 0) .2 d .5 Lo Co rn I LL Cn r- Lu LU C14 CD rL ai co 7 _J LL LL Y, Z 0 SO — 19 :5 cc 0 :3 (� M < 1 0 r- 2c, z 00 z W 0 U) 6 < co 0 C) z tocr) n �2 < V) (D 4-1 0 -0, V) V) U) C) U) - N 0 C.0 < U_ E z< a 8 Co F- (6 a 20 X. 00 E I 0, 92 0 . �z z C/3 0, '0 0, z _5 < �E 0 OZ W C3 0< M < 6 ZzD W MJ 1< > LO LO CU < 04 0- (0 Cr 0 0 0 U) N -2 CID >, -t LO 4-1 0 < +J 0 ILL CY) 0) C) U-) -0 C14 00 -0 00 T_ L0 C:) 00 CY) CY) CY) LC) LO 6 E 6 z E T_ M [L 0 0 1 0 '0 ca a) JOB NO 23-06137 SCALE AS NOTED SHEE7 NO. SN 1 1 Fi I -I- _T_ I 3 Q 1.0 00 0 1,41 L0 L0 0 C, .a Q 0 N J t2 CID 0 1-0 J 00 C> 0 to to 21 o- 0 0 CV J M CD O I i C, CV L0 to 1.0 Cn 39 v C 0 3 H Q N 0 2 E 0 `v J i 0 v 0 J ti r, 0 Ln v 0 0 a r•(, 0 in as 0 0 z z W Q a 00 v N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 2x BLOCKING HORIZONTALLY@ IL (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING yz 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. LE. WB (MIN.) @GARAGE SIDE IF z APPLICABLE 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR " INSULATION PER CHART ON FLOOR PLAN @ 24O.C.) TRUSS 24" O.C. U.N.O. @ 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING �° @ 6" MAX FROM END OF 2 x PLATE E _ N ° IMPSON SP1 w/ (10) 10d NAILS 5/8' x 10" "J' BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS ACCORDANCE (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER TYP. STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS w/ R903.2, FLORIDA BUILDING CODE ID B I CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 211 x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 ° SHINGLE ROOF, SHINGLES TO a _ 24" O.C.) @ C') WWF OR FIBERMESH W ATTACHMENTS 2� MEN S WWF OR FIBERMESH CH BE IN ACCORDANCE w/ASTM D7158-CLASS G or H, or ASTM �I I=I I=I I=I m. D .' I I=I I=I I=I I� T —III—III—I i l l I I III —III —I I i— I 1=III-III-III=1_ o ELEV.4- 1/2" z °o 3 1/2" MIN. — 3 1/2" MIN. D3161-CLASS F, IN I I-III-III-1 11=1 ' I .I I=I III=I _ ' _ _ - -_ I A.F.F. 2x4 CONT. U_ b . - - C ° b - 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING ' I I II 1=III=1 I=1 I=1 1=III=1 �I I I-1 I �� I' I II I l l=1 11=1 I J—III I I I=1 I I III-1 I I I N _ , , — I=1 I —I II �31/2"(min.)- 4" _ d ° i-". (TYP.) VARIES 7TH EDITION -1 -III -III -III �=I I -L=III= I I - I I 1 -TI-III GARAGE DEPTH VARIES 31/2"(min. - 4" III-�I - � � � �- 31/2"(min.) _I1 I—ITI _�= ITICODE (2020) =i I 8 18'r _ _ -`=1I�1� RESIDENTIAL =T ROOF SHEATHING SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING --II=�II�II�II�II�tTI�II- (2) #5 CONT. 4" 1' 4" 8" (2)#5CONT. FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG�� GARAGE SLAB AT STEP rB U.N.C.ALMIN.TYPICAL TYPICAL BEARING WALL STEP SHEARWALL(�'C� U.N.O. MIN. BEARING WALL STEP @ rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "= V_ � SHEAR WALL" SCALE: 3/4 -1 0 S3 _ ,_ „ SCALE: 3/4'-1 0 S3 _ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA G GYP. TYPE @ GARAGE c �E°s� W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs, ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C M�N��o s CEILING & 8" O.C. WALLS 2x STUD ,G°N�\N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY/ 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1Y-0" (R302.11) SEE SECTION C/S3 FOR PLAN v #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR 0`1 G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. "J"' CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) BOLT INFO. 5/8"x6" "J" BOLTS BOLT 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS BOLT " TYPE' S MORTAR (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 O.C. /EXPANSION 2x P.T. PLATE O.C. W/ 7 EMBEDMENT N. S (MIN. SHEAR ARCHITECTURAL FINISH (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600# ) SPACED EVENLY w/ (10) 10d NAILS - c� 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a w ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N END OF 2" x PLATE WWF OR FIBERMESH r E 1x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED _. PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR � M , �, D ' ' ' z GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL z_ oo FINISH GRADE Cl) P [GRADE 60 MIN. Fy= 60ksi] a 25"MIN. LAP [30" MIN. LAP] a m _ o =_1T�=1—I 1�=1 I f I —I I ��ITI=I _ I-1 D U.N.O. CELLS (SEE MONO OR STEMWALL FOOTING MONO SHOWN _ _ _ o -I I- - I W I I —III= I I III III —I 11=I IT ' I-, lTf I 1=1 • • III I 1=Tf=1 111; 1x4 FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY °° z _ 6 MIL VAPOR BARRIEIRI-I i I�I I o ° I I I I_ III=_ °° 11-1T-III-. =I � I- r z I o I=IT�ir 14 #5 REINFORCING BAR R 1 7/8" Ct',,,I ° I I T P.T. BASE NAILER - I_ jj_I I T � #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH � NOTE: *FOR BEARING WALL r - I I COMP. SOIL. (COMPACTED TO - I t' - -__ 36" MIN. LAP [36" MIN. LAP] - ON 3" CHAIRS g" 1 _4 g" FILLED CELL TYPICAL W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM ' �= I III- I I=�=1 I' T II I (, l0"P' (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn D1557) I ITri rI I I �,T-1 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE o s o EouR #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT ("G� ^FIBERMESH" DECO FINISH 4" BELOW GRADE to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1, SLAB INFORMATION. SLAB INFORMATION. C14�i 1 r I' 00 ° ` ° D I �11� Cl) �r =�=�=I I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR till 11 - ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6MIL VAPOR ICI P I�=I = - z - min.) 4" TRUSS 10d NAIL TO TRUSSAT 'N M BARRIER 4 III- D • D • N C dOR ' GRADE a 24" O.C.O.0 MAX. CONNECTION INFO III- COMP. SOIL. ° aO = _ _ _ _-_ _ - = - - - &LAYOUT DESIGN TO OF BEAM a - (COMPACTED TO 95% —I I =T=I I ( I= III I 1 f[==ITI=1 I TTl 11 1—I 11-1 I I I I I —I ' - - -- --_ =(1) #5 REBAR w/OPT. - _ - SEE ROOF PLAN ^ d c -_- T I MODIFIED PROCTOR ASTM D1557) _ ' 1=III=III III I I= I I=III= IFS EN ENCLOSURE _ r r r- —' (2) HTS20 FOR STRUCTURAL _- 'E r T I I-T I , ; I I I I 3" MIN. CLR. _ I I_ I I III=III III-1 I �'' I I- I I I i-� � BEAM SIZE & a _ T T (2) #5 REBAR CONT. 4 �� I'• CONNECTION INFO , I •� 1-4 1 STORY ( ) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. V-8" 2 STORY 4 ( ) DETAIL U.N.O. ) MIN. I I a 2x4P,T. I a I 2x4 #2 SYP P.T. FRAMING w/ III_ • - - - --r E PLATE I ins MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 �E"PE"�" w SCHEDULE I Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2„ HOLD GYP. BD. 1/2" FROM SLAB � w COLUMN SIZE AND BASE o CONNECTION INFO. SLAB STEP &: RECESS S.G.D. rM 0'-0" CD CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND Q ° : " INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT d, d -3 1/2" w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" E O.H.D. RECESS _E r 4 GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z K14 r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL -, EXTEND FILL CELLS Cl) • f WI DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _ MAT REINFORCING. •• e'•• �• w CONT. FOOTING STEEL • • •° Ch �- '' '-r PLATE TO CONCRETE ON FLOOR PLAN MIN SHEAR 1 # MIN. CONT. BEAD SEALANT 0 SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS Cl) - _z GRADE -I I -I I -I = _I r I I I I I d - Q W ' 4" i co •� I -I I- I I I_ T li II I II I d.. ; 4 I co F I II TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 \I FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) W � • ..... _ =I I 'a •• = (I I=� -I I I —I I '.�. I=I_I� I=I -III—I I 1 a •. -I "� I —I I- ^ m T r WWF OR FIBERMESH c,, O LU cn Z w Q �- I- w LU U Z —III III-' - — 1=1 I — III-' _ _ I r a d _ z N — BRICK PAVERS or SLAB PER p o w " � - z Q `' ¢ - SEE A/S3 OR J/S6 I III -III I I I I I III- —I 13" I I _I I SEE A/S3 OR J/S6 I I ' ' -- III -III I I III= - I I 113"MIN. ____— - _ _ C1 6 MIL VAPOR - - ' - - -[- _ - - - - _ j�-I I I (I I 11=TIT=1 1=1 I I" 0'-0" FIN. FLR.� COMMUNITY SPECS w FOOTING 0 v FOR REINF. INFO. MIN. CLEARANCE FOR REINF. INFO. CLEARANCE -I I I I I I1LI 11= I �'=T-I 11--I BARRIER BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) =I I III ;III I —I 11— I I a :'; ; •;•: �AA PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" //2 ST RY 1 ) 4 4' ; a :, SEE FOUNDATION .. • CONC. PAD INFO. FOOTING WIDTH • .' ,•, P. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= 1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �+a 0 In 0 o 0 -gym CU Y CU Cj_ �. CD W co C C3 v v C 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �W° Q o EC, 0 6 o �74 V u, M u_ 5 a Z EY m c rn n q W :3 W Z C' J Z Q (V J O U U O Z v M 00 z z o � J N M z Q.% � — 2 _ o w —� O N �NLij L.LJ o L✓ N� � U U o N ¢ N O • ti® o CD o w LL Q E Zo o0 > ry Za zCo 0p r0 go co co � Wz � wz L � ro V) C m J p ao 3Q wo mg o0 aw 5 o< �LL go dz V, M TF ow �3 a� v 0 03 °0 2 > (� LOfa °i Q cD 0 co - N CT o N r Y � o " N m m 0 LO T f..r +-a O LL co 0 L.+7I 00 o N O M r L0 tO Q C W o Z CC Z v E T CA 2 c a 0 ¢ o JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. S3 (MONO) r __TT__ _ 11 v_T IFF i -��- 11� -- i 1 1 111. , ni AD rnoi.iri ae t_ e.,: r:z ,i,i_i F—r--,i._ i -i t_ —r f i i _—_ LO 00 C> t-0 L0 LO 21 0 =3 0- C14 r- > Lo 00 LO LO V) C-4 9 C=- I 1�0 LO C� LO =1 LO LO C) C14 5�_ E ca 0 E 0 C111 C= CID (D LO U Uj (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 ADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) _\ t/ FOR CLEAN -OUT SEE PLAN FOR HE R ___2x DEAD WOOD @ MID PO I NT w/ (3) 12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/81, 8" v El SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK L STEEL AND GROUT PLATE HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR JOR j INTERIOR WALL -\ [I F1 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN BOTTOM PLATE W/ (1) 10d @ 8" V14fRiFe�\_2x O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION SEE ELEV. ,----,---PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF� #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + + POINT EVERY OTHER + STUD W1 (3) 10d N A L, CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT r 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK —7 — KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1 ,CE OF BLOCK WALL IS 2 1/4 (�__w 1 TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR WALL CLEAN -OUT rA WALL F1 0 SCALE: N.T.S. 1STCOURSE 2ND COURSE 3RD C OU RSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. D� TYPICAL SECTION THRU WINDOW MASONRYLAYOUT S4 SCALE: N.T.S. � �4 KNOCK -OUT — BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED #5 FOR CONCRETE PLACEMENT STD. 9eHOOK-/ 8" 8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS G REATER THAN 6-13" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I ___ R �E NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" RM CONCRETE INSET TO ////,/—FO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Uj > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM. FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. __'�OURED CONCRETE BASE FOR 'BOTTOM OF M'OUNTING R� TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSIFFIR L OAD_ 2 x 6 P. J-BOLT TRACK BRACKET FOP I iARAGE OOR 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. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPE NING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 T-1 6' (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"x1 0" OR GREATER HEADER 4i _�4 (2) 2x HEADER SEE PLAN INTERIOR HEADER: �S4 \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 1 Od x 1 112" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SIMPSON SIMPSON -518"xl 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER E BOTTOM PLATE --2, SECTION P N \_simps6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24"O/C -ZITYTYP) SEE ELEV. UPLIFT CONNECTOR (SEE 7P.) 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 BARRIER7>A SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD r-T RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET S BLOCKING W/ 2-16d TOE NAILS / @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRE COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T LU O/C FIELD U) 2x TOP PLATE v 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" C= NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR, T GERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL-` W/ STD. 90' HOOK IN K.O. BLOCK _tt_ ALT.- KNEEWALL ABOVE MAS0_NR_Y_WALL DETA_1L SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516ZW/(12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED r' vvo �P�ICE NAIULS To - SPLICE S 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4116d TOENAILS TOTOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I I Q 1 Lu 1 \-NAILED INTO TRANSOM TRANSOM FRAMING G FRAMING P.T. SEE SECTION J/SS SS -ATE AND K/SS FOR T ILS ADDITIONAL DETAILS A) SIMPSON Spi RECESS SP4 SP4 LINTEL SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 RECESS SIMPSON� LINTEL SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL//O'j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. R & NUT OXIED A.T.R. & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM PrE \-5/8"X`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE 5/8"x 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-10" O,C. -MASONRY WALL NAIL @ 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED 0 TRANSOM FRAMING I a BEYOND, -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD 9 SIMPSON SP4w/(6) 10dxl 12" (USE SP6 FOR 2X6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONR SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C. I MAX. (MIN. (2) PER BOTTOM 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. S4 LO 2 C= I - CL, C-4 >< M C-4 C= CA cc tic ca 75_ E "0 L o t a est o t a ng nee s know e ge, nformation and belief, the structural plans and specifications con' tined 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 bearng Engineer's signature and seal. gq W 111141 MIA,, 1. t, E C:� co 8 tir�ljl 51, (0 0 R C� 2 - C.0:1 .5 At �` V) CO F- r- i L N= 13 Co LL U_ a- -C� a' 2 r- CU W 90 _r_ ca C14 0 2 r- 0 W z 0 co Z z 0 C) V111 W U) 13 < Ln N (D Q) 2 41 (a 0 V) Ln CIL, oft U LU E 8 0 Cn I W - < 0 MIA C.0 0 0 z < w E < C:)- E , @ fd �0 00 E 0 < CD 0 z C: '0 0� I Z, q �z z z 0 0 W W1 5< 01 C) _17 > �0 LO LO 6 0) 2 cu 1.-1 < CL 1-- I.—I M (0 CD = __j Ise 04 Cr oc- 0 0 M M LO Ir- < +_j 4-1 0 0 ILL co _�e C'4 U C:) C) Lo co 64 00 LO CIO 00 M T_ LO LID 0) F C) (0 0 z E T_ (n a. E 0 0 0 -0 W 30B NO 23-06137 SCALE AS NOTED. SHEET NO. S4 I FIF i TT-T—FT -I—, Tif I I I I LO 00 ro L0 LO 0 =3 0- V) C14 — 9 L LO 0 Lo 00 C14 9 �2 co LO C� LO LO > V al iF 1-) E C0 E 9 CD C14 CD Ln C, im C'4 SIMPSON HGAMfl 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---\ NAIL w/ 6d 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, BACKNAIL w/ (2) 16d NA[ IF >9" SEE 10/S5 LS 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" BACKNAI L w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL IV 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48 O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT S I M PSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"X4" PANEL BLOCKING @ 48" O,C. FOR THE FIRST 1 /2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS �A wl 1 Od NAILS @ 6" O.C. ESZ] THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD " " SLOPE OF ADJACENT SCISSOR TRUSS) NAILIN HEDULE FOR HEAT ING� DETAIL x 2"x4" CROSS BRACE-' APPROX. 8" FROM DOUBLE TOP PLATE RIDGE FASTENED AT X EACH JOINT w/ (3) 1 Od Ix, 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ z/ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 FROM RIDGE FASTENED AT EA. END X I L" BRACE TO EXTEND IV_A'T EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1 OR z 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /1--1/2" CDX PLYWOOD OR ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d ��7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS \ W/ (2) 16d TOE NAILS --2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 4 FOR� \ \-2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON T6P OF PANEL BL KING�l 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTENWITH 10dx3"@4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 0dx3" @ 4" O/C OC I x . . 1/2" x 8" "J" BOLT @ 48" O.C. 8" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO 6 @ 48" O.C. SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.. MOISTURE BARRIER 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER L SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION- r2 WEB, USE MSTAM36 w/ (7) O,C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS, (MIN, FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL--,,,. CHORD BLOCKING �0 NOTES AND NAILING 4 x INFORMATION CID 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS -WOODTRUSSES 60 00 2"x4" CROSS BRACE ---- APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 1 Od & (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA, 1 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 'MASONRYWALL 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 (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING--,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE / ATTACHED 1 Od NAILS 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAIL 5 SCALE: NTS S5 'T" BL KIN x 48" O.C. 1" BRACE ATTACHED ---16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL Aj4 L GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(_6 s. S5 SCALE: N.T. G DIAPHRA BLOCKIN @ 48" O/C GABLETRUSS G TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE 3 SECTION SECTION SCISSOR GABLE 1711 BRACE SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 �5 AS PER HIB 91 SCALE: N.T.S. MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO ED ES AND 12" O.C. FIELD JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2X4 "T" ON TOP OF EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C L 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATION (/D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 lil, T ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. ��5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S GABLETRUSS S5 "L" BRACE W/ 1 Od @ 4- O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP LN 1" BRACE W/ 1 Od @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z W 1 \-BRACING W/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH BEARING LOCATION (UNEVEN CLG.) EXT. WALL CONN. @ NON LOAD SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 0'0" - 3-4- 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-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. LLJ 0 0 0- =F CORNERJACK 0 LLJ z x 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll NOTE: ZTOP CHORD 2X4 #2 SYP BRACING NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS LTTOM THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4'O.C. MAX. FOR FIRST (4) B AYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= C%j W� . Cj __W -S 17� = -0 CU cc C�4 W �:� =Cv CD C-) zC cu CU C = r= \% v I-< u W NI" �N Cq C:� C11j 0 Cp 0,11 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. 11 gl", W 4 E - 0 0 .2-.- . E, 0) 05 0 &-, , 't - ! I - Co U_ Lu �0 W W CU 04 0 co Z 00 i zo U-) co do =6 00 z U) M P Q V) Q) 0 4-1 U 0 V) 8 Q0 0 < U_ ce E Z. C�_ 0 F= 0 I-C-11 f6 M0 UO Q E < z 0 C/3 < �0 0. zV . 9 z �z < .12 0 0 W C) <0 3: z - 0 0 < O'k C) LO L0 ca (D (3) C) :3 CN 0 0 0 U) 2 M LO 0 0 ILL c) C'4 C:) C:) -0 cc 00 -0 00 (D L0 < 00 T_ ce) LO LO E (.0 6 z ca z E U) C: E 0 0 'a (D 0 _j < JOB NO: 23-06137 SCALE AS NOTED SHEET NO. S5 LO CD PO 00 Lo LO t7- C.0 C14 �2 LO 00 C) W) LO LO Cn 311 19 ::2 �R C14 �2 C) C'4 LO C� LO C) LO LO :E C14 C> E E 0 9 Q_ 0 01 W Lz C:) �2 LO J� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION— BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CE ILI NG & 8" O/C WALLS 1/2" GYP WEI DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Old @ 6" 0. C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM//[\\ \PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C; BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .4' 'A 1=1 I G =—I I . I .. . . .11 — . . . A' �A 5�1 6x6 W1.4XW1.4 WWF OR FIBE ME A FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 X—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 FRAMING SHEET FOR SCHEDULE - [RSH] - ON 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 _j Uj PLYWOOD SHEATHING _51 C 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU 0 W 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 Cn APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. F) U,' INSULATION PER CHART ON FLOOR PLAN �R rB I\'SqA�,SJ6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER E OR PAF MOI BAF STD. 90 NOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/11#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C 0 LU 0 4"X4" INSPECTION PORT AT U_ :3 EACH FILL CELL TYPICAL LU U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE 00 \-STD. 9 — — - - 7 O'HOOK (3) # 5 REBAR ON 3" CHAIR LI IN"iLl I=_-, -'TI r__`I ILT W/3" MIN. CLEARANCE 4" V-8" (SEE DETAIL) TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-10" S6 SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAWGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. S I M PSO N LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ fl / BAND JOIST *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— 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 )F BEAM OR GIRDER 'END SHEATHING TO ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. � �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN — - FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE 48" _T SIMPSON HETA20 W1 (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS E N D WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 - - - 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE 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 WEEPSCREED u. U INSTALLED PER. MANUF. C Cf SIMPSON HETA20 W1 (8) 1 0dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSUREI okl L SHEATHING PROVIDE x BLOCKING AS REQUIRED PER o SECTION X-X IF LU NOT FULL HEIGHT SHEET--/ C i z L FLOOR y Z I, , I (2)- 2x TOP PLATE BEYOND 1 -ij �-15/32"OSB EXPOSURE1 Lu SHEATHING Lu — I-T = SOLID 2x co BLOCKING @ALL SHEATHING 0 U) EDGES(SEE OPENING I I I L SECTION X-X) --j" u M L) C R Lu Ell _x E Lu _2x STUDS U, BEYOND. SEE PLAN 0 U) I I "-2x4 P.T, BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I rl r-X/A*rl^kl r'%1A/-%MARfi FLOOR CONNECTION 'S" = NAIL 3/8" SPACING @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-101" FOR ADDITIONAL INFORMATION. 314" S 1/2" S 1/2' 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS ETAIL (F D LOOR TRUSS) ro SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL ADDITIONAL INFORMATION SECTION C/S3 FOR 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE .4 I J�E I "A 4 '' ' SEE SHEATHING SPECS ON FLOOR --112" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A' 4.r = =11 �- 9'. ' (3) #5 CONT. ON 3" _T I 81, V-8" 8" ICHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FILITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 19 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 1 Old NAILS @ — 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN NAIL AT BASE 2 ROWS @ 4" O�C. .1 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL M @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. F_ 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. , Lu U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4!'O.C- W/ 8d COMMON NAIL 0 U, 0 o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <1 rz 0 F w/ 9d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < x 0 0 V) 0 " ' :' 1- 2 U- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) W LL "Woo MEMBER IF GABLE END of LL X , W NOTE: DO NOT OVERDRIVE NAILS, FASTENERS SHALL' NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. rc &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"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN CA \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 0)Q 0 0 SEE PLAN FOR REQUIREmD CONNECTIONS LOAD BEARING/EXTERIOR FRAME L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS �BEAM 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1 U-101" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. TENSION 260'0#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 I !4 WWF OR FIBERMESH A A. .4 4 A. -A A 4 A 4 *. *4 . I I IE1 I E A _7 1��@ 1�� Im 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 (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 I t-T-1 9 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE JJS6 FOR SCALE: 3/4"=V-0" r ADDITIONAL INFORMATION. S6 41%12 C�-j C=) CD z= LU = Cc -a a cc to -%= C%4 U) CD .- E cr_ -r, 3: C, 3.- .!2 & E CD Cj \ LOk e %%No To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearng Engineers signature and seal. 91111, 0. 11- 4 q, E -0 00 �NEz 5 C'j 0) 0 co "o, ,g C, N 46 LT r6 I U LU _u I Q� 16E z Lu - a. Y r- W W :5 FUN 0 0 W z U) '0 �4 < Lo Mz z 04 .. < of 0 0 C-) < 0 0 U) ............... fz- < (4 = M LU U 0 V) C,_ V) 0 U) < Its 0, < C6 E <z C�_ 8 E , CU 0 00 zE C> C/) < '0 0, z 2: , aol � Z6 0< 1z �O Cn 3: z W C) <0 < 2 > _j LO LO 4i CD < C) j CN _j or 0 0 CN 0 CIO CD U') 0 < 4-1 0 LL v-) I U C'4 C:) LO M Cy) 00 00 CD 00 co LO LO E C) CID 6 z z E T_ co 2 M C M E 0 0 "a - 'a ca a. 0 _j < 0 JOB NO 23-06137 SCALE AS NOTED SHEET NO. S6 (MONO) I �!: j im I __TF— I i- 1 7 o, :31- Q L0 00 L0 rn ;v v V) O Q 0 N 0 r2 0 I i L0 O rn LO L0 v v N 0 0 N J r- 0 I N M N 0 0 i L0 L v CPS) v+ C M O v a 0 a E z v c i a: 0 0 J hM O co 0 0 a M 0 N 0 w Q m v N SCALE: " = T-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 GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 61•, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DRAFT 5 P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING N SECTION VIEW SCALE: J" = 1'-0" V V/'1LL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" j _� AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 10 2x4 BEHIND RISER i BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i SYP CUT TO FIT 4RS IN WALL 2x12 SYP B BEARS IN WALL x4 BLOCKING FOR 2x12 fl�2X4 PT UNDER 2x12 �f —2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 1 XFOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND \ NAILS) OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / / 2 a' TAPCONS @ MAX. 32" O.C. / (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GA SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS — E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 1 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) _____ ___1 SECTION VIEW "D11 SCALE: 1" = T-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,ILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS v 0 H / 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix/GLUED AND NAILED TO STRINGER —�/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: 1' = 1'-0" -3/4 PLYWOOC ON DECK --2x8 SYP GL AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. - POST LET INTO -OCK DE :ING )X8 BLOCKING -OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOO R TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT '� TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" o N !I c LU ® CJ c o O y 4 � N CD a) a 3 cc is 3 d Q) CL c E o a Q ,o woo CIJ �g 99 d �" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N P 4 E 8 M O N ''Hx N V Uj ao N N „: i AN" U) H (D 0 IN o� � NMI 2525 LL Q C J 5 LL W :_:13 i Lu - a a 4 f-29 W o g C CD o W Z m w ° Z° Q w, �p Z N F O U U O Imam W ❑❑ Z N ca �o 7` o N O Q 7 Wv) n M Q) z M _ _ o CD4-1 Er�] w U 0 LU g uaa V) C_- w g Sirt+m (5 E — 8 9 w$ .f0c a) C) o N C � o C.0 M J p w Z Q C E O E V a� zo Za ❑a I-- ry � g U o c� E O L �< w O❑ a< ZaZ � W z U> fu N 4o O mO > Z S 8 ¢o W (coO� > CDz m � � Q aU s dz =� o M wa �o d � d 01- M >( J L L Q (a L_ 0 N Cr o o N m m LO co 0") I U O LO 00 N 1 LO O M Q 00 CD � ui Y Q LOT CD i6 o Z Z E r co FL U _j Q p 30B NO: 23-06137 SCALE : AS NOTED SHEET NO. ST 11 lTTll_ f__F_ ---,—fi - - - -- — ----- rF I1111 11 1 d.T_-1.. 1. .. r..—lilA, :I.rl�= .. I. _- I Tliis�-_ Q L0 0 K) LO v 7 N 0 N J M 00 f N a 00 M LO L0 v N 0 N J t2 0 I / N L0 i LO LO Cr v Q Q M O v a FE E O L 0 Q_ 0 v 0 r7 0 cn v 0 0 a N 0 Li 0 t W _ m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ', 1 X 4 1x4 C 1x4 P.T. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4 3116"0 X 3" LONG � , ,�' , FURRING 3-1/4" LONG X 3/16 O FURRING FURRING (2) ROWS 3116 x 3-1/2 TAPCONS #5 REBAR (TYP,) AND NAILED w/ 8d COMMON 0° 6" O.C. EDGES AND 12 O.C. FIELD O.C.,02TROWS STAGGERED „ „ TAPCON @ 16 O.C. & 4 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO „ 1 DETAIL 2 EDGE DIST. ATTACH S. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n A 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 90° HOOK (TYP.) STD. 90^ @ TOP & BTTM CHORD, AND (8) 1 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE DOOR JAMB NOTE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL L LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT0// 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM M TYPIOF CAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING ❑. TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ + TC @ FIRST COURSE -2 SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 L INTO BAND JOIST & (4) 1AN2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE +5A FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS ': FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WlGROUT ,2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SEE ARCH PLAN AND ° SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS PRE-ENG TRUSS DESIGN 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS SEE NOTE 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • ° a,' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL BRG WALL TYPE - PER PLAN 2x SUB FASCIA OVERRAN CONNECT W! 8d NAILS BRACE/ BLKINTO 2x2 #2 P.T. MIN, DW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ANCHOR "ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT LINSTALLATION RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCHINSTALL BLKG PER 4" MIN. OF BRACE DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4'%" WOOD ) () BLOCKING w/ 2-12d NAILS I(—) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) OT .NE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 11-01151- 11 ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. L JACK TRUSS PROVIDED BY SEE 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED 13. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE > a _ d 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ° ° �' °•• #5 BAR ' • °° > — 1� 2 0 8" STRUCTURAL SOFFIT �• p 4 10 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON F i S 0 I ° •, _ D' 9 H IN TOP 1 X4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS 71'-4" . o • • ° •' o KNOCKOUT / 04 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" s .' 8d NAILS @ 8" O.C. AT BUCK r MID BLOCKING NOT REQUIRED e ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d - FOR VINYL SOFFITS > V-0" SHALL HAVE MID PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 MONO FOOTING •D' ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL .o ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O7.C. � 2 X 4 #2 SYP SCAB TO SIDE OF DIRT • � Z TO BE INSTALLED TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2X OVF ° STANDARD 4'-0" MAX SEE PLAN BUILT PNOTCDH Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. o e N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 74 + + NOT (2) 10d NAILS @ 8" O.C. N 90 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD + + TO TRUSS TOP CHORD FILLED CELL, • -; • -.� • -,� , • -� , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + V . ., . .. ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W! 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •; .- .• r .• •.- s• r e• �.► .• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. rK HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ ENTRY rL BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" - V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP r • e SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR '. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ 1% A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL % SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6.0 SCALE: 3/4" = 1'-0" SS U) (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP I�- I� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p c� SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x D D D w -t v A REINFORCING AS FOLLOWS: SEALANT _ _ I —I I= — I �=T�I FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO U_ a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. f_TrITf—Tf T — — - 5/ DIA. ALL THREAD ROD 8 EPDXIED w/ SIMPSONt "SET" = g ? #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ .D . D — III —I �1- I � ¢ , EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - � REINFORCING PANEL � � I —I � �—I (�— �I—�=� EPDXY MIN. 6" EMBEDMENT & - N FILLED CELL SMOOTH. DO NO FURROW. ° 3"MIN . EDGE DISTANCE \ ` • DRILL 3/4"x5" MIN. HOLE LE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C-4 g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) \ \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. (1 -STORY) (3) #5 REBAR. (2-STORY) rA SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORK WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \ \' MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" s�v � a o w v C2. o cows a m cc N N S -z _- N N Z a, Y CD Cj 3 3 =d�® ro � v N pc� CV Arty• o, > v f, SS100 0��`46rf y° Pililai�l�U�4�11 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. ,. . 1 rr%W111IM111Q of o O N V M o N C.0[) Nto i Q M� U_ I W d 13 Z J uu CL m c d r Rr N 5 o ? W Z coJ CO m 0 <. z N - O U O W o 0 Z N o O O z c z o 0- N �N M z (D _ 0 LL, 0 o �> U m 8 '1 c W _Dr® N O I® o M J O w Z Q L.L ;= E 0 E ZO os >N z© r- g 0 0 00 � Q E o to �< �� U 0< � wz t g �o CY m J 10 m .0 Oz ¢ w � ¢� �z 3 �LL '0 U a ImC!� >. O w � mw x F o Jw wa �� ;o i zl¢ 0 M. .2 p J L0 ui rn cc ,•-� Q cc ^LO ^,, i 0 N o O N r Y U) o � L0 r �--+ LL O M 0 Ll7I 00 (0 m c4 LO M Q c r LO LID -� Q C0 6 Z m z £ r y cn CU ca U _j LO L0 i v cn 0 0 N J r` CD CID N N O LO i LO i v cn� O f-' Q N 0 v a 0 0 0 i 0 0 J LZ N 0 0 0 a N N to 0 0 a Q m to vvr �- r vu L awl I i i wvv v v w CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -�—_ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;"ATRUSS USSES (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH P{ TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.0 BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAYBE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS FOR CANT. I. w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48 O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w// ( (244)) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT . A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd &ADDITIONAL INFOSCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 7A 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" * * OPTION A S DICATEDE/P N BM OPTION B CONNECTION INFO O PT I O n I C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" � V SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST w/ 4 16d NAILS TO EA. PRE-ENG. TRUSS (OPTIONAL) AF A ( ) END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. TOP OF BEAM w/ (3) ROWS OF 16d DIRECTION TYP. A c' NAILS AT 24" O.C. • DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR ADDITIONAL INFO. LAG SCREWS INTO END OF EACH BLOCKING INFO) 2X4 CHORD D STEEL MASONRY MIDDLE FLOOR TRUSS, T O.C. MAX. (AT T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) BEARING SUPPORT Fo EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g ., r— DETAIL @ INTERIOR BEARING 3 PLAN FOR MORE INFO SCALE: NTS 5" WOOD TRUSS J SCALE: NTS COMMON B M . ATTACHMENT 18 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER VALL2x4 #2 SPF BRACING �dON C LS AT NFO EY TRUSS SP2 w/ (12) 10d NAILS AT TOP @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GAB (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE L SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d if 6:L VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x ROOF SLOPE (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 @ ( TRUSS/ FRAMING O � � MIN. 2x4 #2 SPF STUDS 14) 10d x 1 1/2" NAILS I SEE PLAN 16d COMMONS y 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO - - - a1. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM STRUSS PLAN Q • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 0 O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS c N �= L W J c �veo4 +CU N !a daW ar o s� Q 3 co W � v 0 °wxovE A. O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t F w 41 Nt Q O M ° 0 INUjN o N O C Ea n ° �' N U)�N c ° 1 N a v u_ P o LL LL a Z —ate a 4 m c sm mo L O �--' W "311I3L Y O2N 0,3- °; w W Z J5 °' m MZ d �n VZ N O O W tj ❑❑ z N Eoh O O N Q Q � Q z W �N o 04.1 U LL 0 �N c) '... fit J E c = w m z a� N MOf Q m 0 q� m o w M M 0 Q ra E = O oo Q� z© 6 O E o¢ ao p� a �Z <Q �w CO IV ¢ o C w g m 0 C p U N m J m < W �z ¢ ° o< a W > m`0 ao oz W r �3 U 0 o w� ;o o�a < a 3 �� J LOm co s--� Q 0 CL CID (0 _O :3 N Cfl o N Y r ^ Y r U) o j m 00 Liz �,,,, r 'F-i LL CM ca N M Co00 Lo M Q 00 '— r O E E Occ Cfl �; o Z z n E T— w m m v c c a. U J Q C) I --J JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. D 1 J LO O I") Ln LLB p L7- 0 a _o CD N 0 a I M J e LO 0 PM LO 0 Q 0 to N 0 J 0 I i N 0 L0 i Ln v 0 0 Q N N L7 a aNi E O L v c J ate'. 0 v 0 N 0 Lo 0 a N O 0 w 0 w M m v v cn (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR _ SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 wN (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USESP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL G) BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 't F OOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. :� SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END OF •°• • • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• • � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ WOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM " @ 8oc SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR K3 HEADER CONN. @ 2nd FLOOR_4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS B CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°u o°o a o° OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d CLIPS) NAIL BACK LEG OF CIPPLE TO NAILS TO STUDS ABOVE & 11) 10d l ( NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE C 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x _ PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 " U@SE SP8 FOR 2x8 WALL)24 O.C. SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP .i (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. COL. SIZE :i 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER E F SEE PLAN TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS , ° o 0 TOP AND SIMPSON SP1 w/ (10) 10d NAILS BASE NOT REQ'D TO HAVE CONNECTIONS. a . I-=i ID PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN 41— TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. aC� 2nd FLOOR STUDS BELOW 1 (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER ! BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D ) SCALE: N.T.S. �'.�.. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN 3 2x #2 SPF STUDS () @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO E PLATE THEN DOWN THE i SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B _ THEN DOWN THE FACE OF INTERIOR HEADER • 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ F�-T 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • • '�<,q� N� Fg ?�4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft 2 2x 8 Mi roa TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OPENING NAILED TO STUD F 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SIdLL PLATE W/ SIMPSON IS GREATER THAN 4 FEET 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END () () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Ile END OF TAPCONS �� NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 WN 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. ® -o - O W ai a COr, M v >< C0 = d C= W N = C N t9 a,� Y37 Y L w a, .= Cj s 3 3 Yn . d CID y a d7 s � o F3 \N,11® a �`'••' G zz A� PLO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a of ® 2 N Ujv :' �3 Q J cu W Y'- ti L1 .. I J W •-- Z5 9 1--O 0 mc�� Y W W ��6'0� m w OU a � N O o 0 z c z � � Q J N z LL 4-1 C� Y.A,J C' U 0 V) �N U a N c U) Q O N fT o w M J � Q � U_ zo >N °o osZo 2 0o o f co co o<� ao o1 rZ Qo 0w 00 -game0 �o m� 0 J z z ', 3 FZ 8 go ti >+ m O ~ J O z� w ¢ T O ate_ C, v oIQ o � O \° L0ca ca F� L Q E N o O 0N� Y Y m IU r ate-+ l0 M �± L0 c6 N 00 m cQ LO OM 00 r r E Cfl O o z LO z n E T �+ cc r_ a-U E a� _j Q p JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. D2 1.0 00 C:i te') LO LO Cr Lo C, .M C'4 C) LO 11.0 ID V> C> to C'4 co L0 C:� L0 LO Cr U) C14 C> E E 0 0 LP to C-4 C) C14 LO CL- C'4 CD LO V) FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING 1 WEATHER SLOPE RES SITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. IF 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AN THRESHOLD OF DOOR AND WALL BY 6 IN. Al"' RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WNDOW) C2 NAIL BRAND OR EQUAL WEATHER EXTERIOR r7u CEMT. FIN, water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER D RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR e- other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 7=� inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. flashing and sea[ with tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING 1i SELF -ADHERED FLASHING ISO Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS AS PHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN 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 12 MIL DRY�LOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VVINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDI G, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT in THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME XA % WINDOWBUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WIP02), AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall -WINDOWFRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME TC WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL- 2 Q SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAA/VDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 < Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE BEAM OOP in accordance with 7/8" Cement Plaster F-WOOD JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ASTMC926 in accordance with Z-71 SELF -ADHERED ASTMC926 2 4 Felt backed metal A lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN with ASTMC 1063 lathe in accordance FLASHING FLASHING with ASTMC1 063 5 Building Paper Building Paper 7/16" 0. S. B. sheathing 7/16" 0. S. B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of bottom TILE FINISH -DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk Weep Screed joint only LU 1 BARRIER (WRB) 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK C/) > BOND BREAK WEATHER RESISTANT BARRIER -----BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) C0 < PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATH ING, PLYWOOD, DENSGLASS- Manufact. Specs. 1'4' PER PLAN 2� I Detail Instructions J* 11-01, PER PLAN WRAP DID WR13 ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked als # in each detail that corresponds to the All` SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list oqRstructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 All inside and 1 Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU - -------- � Li -3-1/2" INCH FLANGE over wood 2nd .01 . floor outside corner will 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps 4" OR 8" CMU '4 `Z� cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)---------__: Z Z STRUCTURAL FRAMING butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT becaulked using embedded in the adhesive layer) - for ease of installation and to STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts LU a_ LU Q- THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and co C/) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRIB adhere to substrate using a square piece of flashing material (T x 6" L3 LLJ 0 ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED E" LU ACCESSORY N, BOND BREAK WRB 6. Fold as shown by arrows 4 LIJ -SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to LU U) 3: fit tight to corner VINYL SHOWER PAN 4 H 0 W Note: 8. Mechanically fasten as necessary SJ-OPE 2, The building paper and metal lath must be 4 4 LN Cement installed over the top of the weep screed. -T - 0 - F PLASTER STOP A Plaster `7 1 - CONTINUOUS BACKER ROD over block In <1 & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFF IT/CANTI LEVER SCALE: NOT TO SCALE C%J C= C%J LO -J cc C-D C.4 Co ZE Ol. E 0 3: M cu W cn =L E 0 C3- C".) C14 to LO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Oq E 0 co 0, P,. R C� C (0 0 1100 �2 10 LO -N CD C: M LL U- Lu CL U) CD ,�o (� 0 =3 03 Z� 0 W W 0 - J) Lu Z IL M 0 0 m Z r S- 3 Z C14 < d W 6 El 00 4-J 0 V) LU U) LL, E < 0 cl-> o' < __J c6 E C� E 8 2. < -0 E 0 < Iry t ffi 7� W C) < 0 CIO FD L 00 C:) > U') LO T 0 0- 0 LL (0 -J 0 0 U) 0 t: LO 0 0 co C14 C:) LO 00 (0 LO C:) CY) 00 00 LC) L0 6 E 'E (0 C; Z ct) Z E T- CU E 0 0 76 < a) JOB NO: 23-06137 SCALE : AS NOTED SHEET NO. W P -F IT,- I I III I � IV � 1 11 , I 1,., 111. I'll 111 -IT T I I Mounting Bracloets 00 Gauge� +1/2'x4-1!2'x2-12* TT_ Back Cross Support (May be cut to W) See Anchor Schedule aill ht 5 racket (16 Ga urge) 117'Di& A325 GaIv 0 �11104 `Z===-6 # 14 S c If-Dril ling A/C Urlit Botturn Edge All, Hurrlcarie$trap (Typica[3 in front) Front Cross Support Self-Lockintig Nuts (May be cut tow) Left Bracket ('16 Gauge) 14 Self-06111irly ScneviisTbru brackets & BackCrclss Support Into A/C Unit "tom Side (Typic*1 3 each stde for hurricane us.-) Sp'-fi, —ulluribut. umulb—cu.- pti.1,W —h-1, &.".. =Raked Sead Dadiwitrg available upon "atin f— *a spf�') Code Type WISIon Manufacturer Affirmation 2020 Smart Vent Products. Ina Category: Structural Components Subcategoi-ir. Products Introdiuded as a Result of Now Technology C—pilaroa Mthdk E�Wtizln Rsport ft.. tt Florida Registered Architect bra U—sd[ Florida Professional Engineer F Lili P-oll P= II.—H aso 2 8mdv.nt Modal #1540 511 3 smartV. Mdo!#154 520 4 Smart= Mode #1540-521 5 S zrIVentM,ceI#154G524 G Shrarhi.rt Model #1540,570 7 a-,tV.rt M.dol 41540-574 Code lul V_Wn mirsfact..' es'leb. 2020 Drexel Mcdails Inc. Category: Facing subcategory: Metal Robing Compliance Methodk Evaluation Report from a Florida Regliderad Amhiloict or a Licensed Florida Flu#176is-Ra Products Pndresional Engine., -9-0 Jr "' — a me I D't"'t".ct'=Q Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dotal] Entity a, Correct frtalrheo,4� users. Validated By MIdhz,I Graham H,rm.. F Norar. P.F_ Looks B—disn P.E (677) 441-M8 PE-73T78 (334)30D�1800 Infloasmartyenlrdw Product Dscrintion Dual Function Flood and Wrtil.t1oh Vent D-1 Function Flood and Wnfiraton Vend Insulated Flood V:n Insulated Flood V n� 16&qud; Geroge ood, Flow V"t Wood Wait lhaulated Flood Verit 14,5&q.ol: G.noc Door Flood Vent Paig.1 V1 1 ?Jl OM21 Datt. Date Calls Patting _D" V.11dated Submitted P$C Approwl Appro,.1 status 1 V1 8/2020 1211MD20 1�iz8m;ro Appo-al Quality Assuterse- Apilrbyedlrb,U�. Approved for use IM1001 Design ,,cc,ea. Exialratiou Data 1, HVHz Outside HVKZ R-hilant Pressure 1213112023 Y� Y. Mix, .10ofIDO IMI/2023 Y. Yea NlA -1 ODA I DO IM112023 Yes (,a WA -100f_�Do 1 2131 12023 Y" as NUA "Dof. Do 12131M23 Y.a MIA NIA �ZW2'02 Yes Yes NA .10'�Ioo 2`31/2 23 ya� Y. MA NA Fields Department of Business & Professional Regulation BuildingCodes; and Standards Product Approval Application Detail Wity or Q-tar, Enai .. r & U,,h, validated! s, Jason Shumate 2ach.1Y R, Pricat Look 3-don P.E, (502) 3m-1511 PE-74021 (324, 300-1800 Ishuretagpd—me.com page 1 of 1 Irl4r2321 nw. gets Date F'Dndft owe Validaign suilarnithao FSC Auproval Aperpv,d Status 08(10/2020 oams(2020 0812WD20 I 011 a7020 APproyed Quality ASSU's"re Appr.ytid for Us� Approved for Ul III D.Wl ProdUot DoSorlodon Contact lbrolrai Data In Hl outside HVHZ ReSIStara Pressure OMC I DONE, OMC 1508,9, DMC 175S. DMG 2008, 12131(2025 Yea, No WA �W-180 Denc nV Florida Department of Business & Professional Regulation Pag.2&4 Building Codes and Standards Product Approval Application Detail Code entity a Date Data Oate, Fall DUW e Irvixi Voraigh Manufach— CoDoi-1, vaill By validaU'd Sul-nnifforl Pal Ariznoval Approved Slatus Ravi,i_ 2020 Therma-Tru Caponalfil Steve Jetiperson Lyndon F. WIWI. RE Ryon J. King P. E. 0411 b/202211 1MV2020 04(2212021 raz)6=1 Appr—d Category: Exterior Doors 000n 845-7628 PE-4340i (813) 76T-6556 subcategory: 8winging [Edeflor Doff Assemblies, 5J@Sper90n@themavrUC Compliance Method: Evaluation Report leant Fl.rid.RegistandAr tectoraUccriesdFlo,lue F'oesal ... I Engineer P-02Gil Prod-19 Q,aIft,, A—, Ama."d for Use Aco—tid for Us, I.p.t Deal - Sep 0 i�ulglIi Prslud D—diglic 1, HVJ4Z Outside HVH Resistant Pressure 1 Norninal 6&#3g:8 Squotimpact&quot: Opaque 12,91,2026 No Yes Yea NfA Composite Edge Fiberglass Sgh, Ddor (IneWaIWOut-in ': X comfouration) 2 b. Thernmi-Tru Filder-0— and Smooth-Stix, hill 6&#ag.B ops cl,. 12131�2026 No ye, yes NfA Coorp Sid,lit7s) QnswinglOtrtswing XO. OX.r 0XO config—tich ) 3 c. Thorna-Tru Aber-Classid and Sfrloolh�gar NanninalOU39:8 &quobIrhpadr&quqq, Opaque 12MV2020 No Yes Yes NIA 4 0. Th-TrtI Rlb-Cla.- and S.-th-aar 5 c. Thorm.-T. Ftb.,Cll� and S.-h-sa, G IrTh—it-Tru Fiben-OlmsicandSagboth-SW 7 g. 7ho—Tr, FlIder-Cla,ad and S—th-Star a h. Th—Tn. Floor-Clas,ts art S.-II 9 1 Therma-Tru Fiber -Classic and Smooth-Ster 10 j. Thc-.-Td Fiber -CI ... I. and sondre,91t, 11 k Therme-Tru Fatil,Clegalo and Smooth -Star 12 1. rhe—tru Fiber,aaseld and Smcxxh-Sa, 13 m, Thermo-1'ru Filh—Oseec and l3mock-Star 14 n. Therma-7ru Fficer-Classic and Smodth-Slar 16 . Therma-Tru Fiber -Classic and Smooth-Ster 16 d. The-7ri FibClz�ia and Smedth-Ster 17 q. Therme-Tru Fiber -Classic and Smodth�Slar Composite Edge Fiberglass Double Doc, with or "'ithout 81delles (InswingsGutswing XX or QKX0 ponfiDtiations) Nominal a0 &q.,x;Imp.d&.qut Opaque Composite Edge Fibingla" ago. Door Onwing(Oute-ving: X configuration) Nominal 8'0 &qudt;Impa,a&q..t. 0p.q.. Composite Edge Fiberglass Single Do. with Sidelliew 0—IngiOut-1,9; XO, OX.r OXO confl9l ns) N.m.ad 88439 0 &qltc0mpat&q,dt, Opaque Cornposil Edge Filb,,91 Double Door with or with out . dailtza �ln— n:70utsAng: XX or 0 XXO donfig—t—si, 11—inal g '8 Glazed Composite Edge Fiberg.. Single Door (Itts,inglouts-ving: X onfiguralor) N—l'.1 6'8 Glazed Composite Edge Fiberglass single D.—Rh Sidolite S�i inew hglOutsvolho: XD. OX a OXO corill . cne) Nominal Composts Edge Fiberglass Double O—with or '�'Itlh cut Sidelltes (1—ing/Out—rig. XX or OXKO confilUatlane) Nominal a&#aS;O &W0t;IMP1sCl&qut' Gliened Composite Edge Fiberglass Single Do., (Ina,e'ng(Qbvas,Iqg; X configuration) Nominal 8&#39.0 &quct;Imp.ot&q.&; Gi...d Composite Edge Fiberglass Single Do.rWh Sdalite XO. OX or OXD _Ilgu�.U.1' Nominal 88#39:0 &quqI:hasd&qua Glagod Comp."t. Edge Fib,,gl,isa D.We Don,anth or without adallts, 9—ing/OutafAng; XXor OXKC, c.r,gu' I lons) Nominal 6'8 &qdt�"ct&qubt: G).,badf Moload Open Composite Edge Fibtrgtz�s Single Door it'_20unwhg:X darfiguration) Nomn.1 6Z#lra�8 &quqt;mdedt&qUdt Glea,ed ." open Cmps#e Frig, Thborglasa Shgle Door with Glazed Melted Open Sidl �Inawngfautawln;XO, OX or OXG onfig—thcha) Norninal 6&#39:8 &q..,ithl Glazed Moll Open c"n" sit, Edge Fiberglass Double Door with Ath.ut=cd Mdd.d open Sidelift. (Ins'N naloutsvoing: XX or OXXO configu'stions) it Nominal 6&#39,.8 Coact. Composite Ede a Pilb,ross,eirgi, 0—th Molded Open SAWitote) Onavvnq�Outswlrg: XO. OX or OXO do.fil Norninitl 6&#39:8 &cludt;Impact&quot Opaque Composite Edge Fibo,91h. Double D=Wl or with-t Glaze it Mcded Open Stdalites �Inswlngjoutavlag; XX a, QXXO configunatione) 12qi1nQ26 No Y Yes NfA i2r3t(2026 No Y., Y. MIA 12J310026 No Yea ye, NIA 1=1/2026 N. ye� Y_ MIA I=V2028 No yes yes MIA IM112026 No Yse Yea NJA I 2J3112 026 No Y., Y. MIA 12J31f2026 No Yes Y. WA 1Z'3lr2O2a No x.a Y. N/A i�112026 No Y. Yce MIA i2J31nG26 No Yes Yea MIA 12J3112026 No Yes Year NA IMV2026 No Y.d Yas MIA 1 mim2e No Yes Yea MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 lz5n= code Entry or Date Date Date Pending Date T'da version Contact Ertanaer & License Validabid By Validatied Submitted FBC Ano—I A-m- Status Rayisnon 2020 PGTInd�strlcs J,na Rosoynd MWN-Dade 5CC0 - CER Miami -Dade BCOO - VAL 111119,2020 1(V26(202D W24/2020 Approvool Catagary: Exterior Doom (941) 40G-0100 (786) 315-2500 Subcategory- SliclingEytence Door A—rhibics JrcsowskI@;bgt1rdligtu&.o Cornpll... Method! certif—ti- Mis , or Lolm� am FL#251-9;� Prcid-bi QuAlit, Ass—, Auppir-ad for We Approved for Us. 10D= Deal - Bait 41 PL0d1Uot.P.A9dW, Ifumborer Name Product 0—rioll., C.'*.ctIE..W"atI,x Date h, HVHZ outside HVHZ Reel.hint P.a-. A SGD_65,0 (Large Mi.ilc Impach viny! Siding Glass D-r 0411412021 T.;_ yeal Y.a NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying for a Category/Subcategory Manufacturer P rodu ct De scri pti on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm 1 1 1 1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31120.26 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 6, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FI_239�2 N/A 7/30/2025 Pella Corporation Series 10/20 FL112066 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/�60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,.01-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. F IXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 711512024 Pella Corporation 10 Series Flange Fixed FI-115280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL2G1. 1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FI_15272� 1 - FL1 5272.2 +75.0/-75.0 psf 12/31/20.23 Alpha Aluminum, Inc., Soli d and V ented A lum i num S offit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C� OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B, UNDERLAYMENTS Tamko (fbr Shingle Roof) 151b Felt Undedayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof)i POLYSTICK TU MAX FL5259 NVA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691& 1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +a(-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076,2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A N/A 1.2/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/3112024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, I_VL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630� 15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan re�Aew. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Businesl Professional Regulal Page 1 of 3 Building Codes and Standards i�26022 Product Approval Application Detail code Entity o P1112 Dot. Oat, dancing Type Versio Manufacture, Conta Enoinaer &License Validated validated Submitted PBC; Approval Approycd Revnion 2020 TheTma-Tru Corporation Sbewe Jaspenscon Lyndon P. Schmidt RE Ryan J King. P E� 07/23f2320 07/1=020 CV29/2020 1011312020 Aippro�etl CS109017y: [Exterior Doors, (800) 843-7628 PE-434G9 (813) 767Z555 "LlbOategory: Swinging Fzteric, Door Assemblies gJaspersonothermetru.co Compliance Mattrod: Evaluation Report from a Florida Registered Ar2hiact or a 1-1-hisad Florida F'oF.Ssd.'gI Engineer FL#2f;470-R3 Produ Seel 9 t2d uIt.Magelt Number or Name Product Description QualityAssurraine, Approvad for use Contract Expiration IDS in HVHZ I do IIV SIM I o Thema-7ru ber-Classic and Smooth-Sta, Nominal 6&439;8 tIquotImpact,%quat. Opaque 12r3112022 Yea WA C= Composite Edg Filb.ighase S�nglis Door 0 C, = cc C 2 b. [InWArgl X annfigur.t.r) �g Therma-Tru Filb—Claesic and Simooth-Star Nominal WS9:8 tlquotlmosrottiquct; Opaque IM112M Yee 4. a ,.a a _""' 79 LL. Composite Edge Fiberglass Single Doorvsth C= Sidelie(s) (In-Ang/Outewng, XO, OX or 0X0 cabill'i "refior"t) C%J 12SI.51.� 5 c Thorma-Tru Fiber-Chisso and Shcoolh-Star Nomi", 16&#n;8 i1quat;Impactil,quot, Opaque 1215MO22 Yea U.7 Yea "as C.,hpositelEdge Fiberglass Double Door Wth or Wth og'ursat'lo'riste" (m_�Irvoutsvjing; xxo, OXXO con, 4 d. Therma-Tru Rbar-Classic and Smooth -Star N.Mlngl 8'D &qwt;lmpact&quut: Opaque 1W112022 Yes yes Y.S Yea yes '!;A E Gop—te Edge Fiberglass Single Door m W C2 OnaWngfOia-iing; X comfigundi-) 6 Therins-1-r. Fb.,Ci.aei. and S.-th-Sta, Nominal 9,D &qUd;Ihnp.db&q.crL Opasq.. 12J3112022 Yes Yes. a _LL(A ..m'srto E a Fiberglass Sral. Doo—ith CO to adefit.(.) (I'Z nglOutwong: XQ, OX or CX0 conh gumfions) ca 6 f. Therma-Tru FJiber-Classs, andf Smidoth-Stair Nominal 8&#3aD&quotJmpact&1uc:b Opaque 12J310022 Yea Yea Y Yes iB, Composite Edge Fiberglass Doxuble Dcory0th or �-AthoutSidelitm(In�WingiOubsvAng.k(orO)CKO E T 9 Therma-Tru Filber-Classic, end Smooth-Ster donfig.r.b.n.) NomIr2I6&#398 84culdrImpacbIquot Glazed 12J3112022 Yas Y.. Yes NIA.3 0 Composite Edge Fiberglass Single Door U (Inswing/Outevving; X configuration) a h. Therml Fither-Cossic, and t5rhooth-Star Nominal 6&#31);a &quptImpgsc1h&quct Glued 12r3l 022 Yes; yas Yes NIA Composite Edge Fiberglass Single Door rAth Sidefite(a) (IhaWng1Cut%Wng; XO, OX or 0XO configurations) 9 i. Therma-Tru Fiber-ClassiQ and Smooth -Star Nominal 8&#39.a &quctJmpgsct&qucd: Glazed 12)3lf2022 Yeo yes Y_ NIA Composts Edge Fiberglass D�Iple Door wth or Wthout,91delites (ItisuvingfOutsitfing, XX or OXXO configurations) 10 j Therml Fiber -Classic and Smocth-Star N OmInal sl &quotJmpaot&quo1; Glazed 12)3lj2022 Yes Yes Yes NIA C'miccitit. Edge Fiberglass Single Door (1—Ang/outs"in�; X " nfigunalion) 11 k. Th.,m.-T,. Flib—Clastsic end Sirtscoth-Star NOM1119i 8&#39:0 &qu0tJmPact&qUo1; Glazed 12131 J2022 Yes Ye. Yes NIA Coh9cail. Edge Fiberglass Single DoorsAth Scialke(g) (In."Anglouisvving: XO, ox., OXO configurations) 12 1. Therninsi-Tru Filaor-Classid: and SmscQth-Sbar NGminal a&#3n &quoclmiqsqt&quc� Glued 12)S112022 Y_ yes Yes NIA Composite Edge Fiberglass Dcuble Cqbrwith or wthout Sidelites �IrrsmnqiQutayvirig XX or QXY0 config—ti.r.) 13 m The-.-T,. FlIdr_CIa&Sz and S—fln-Stiur Nomingl 6&#39r.6 &qUctJmpact&quQl; opacluta, 1 2r3l r= Yes Y.s Yes NfA Gompid, she Edge Fiberglass Single Doorwth &q.ot;Non- lmpact&quot� solelite(s) (In-Ar""'Ouil-Ang; XO, OX or OX(Oconliguratibris) 14 n, Tharmai-Trut Ficer-Clarmic and Smooth -Star Nciminal 6"*39r'8 "ImpGct&quoIl Cissicula 12J31M22 Y- yess Y.S NfA Composite Edge Fiberglass Double Door vdh &qu.t;N--1 "ps"Ricu.t: Sidelitex, (InswIngJOurtsving, OXXO configuration) 15 o. Ther—Tru Flbe,-Glal and 8—th-Star Nominal 8&439; 0 aquotimpsoi Opaque 1W112022 Yes Y,us yes NfA Composite Edge FlIbelgiss. Single Do,,dth &qu.t;N.n-Inhp..t8quot; (Ingating/Outswing; X0, OXcrOXOconfigurattions) is P. Therme-Tru Rper-Clossic and Smooth -Star hchilral "0 &qwt;lmpzct&qucA: Opaque JDW2022 Y.g yes YaR NfA Composite Edge Fiberglass Double Door with &q.ol;Noh- I mpact&q..t; SkhsIIt..(InsvAhg1QuftsvAn�; OXX0 o.1"Ifiguinalm) 17 q. Thr...Tru Fi ba,CIl and S.-th-St., N.mi,.1 6-3- Opaque 12/31n022 Yes ye. No NfA .om's. Edge Fiberglass Single Door (Inexxtr1fouts,ing;Xconfiguration) 1S r Therma-Tro Fiber,Classic and St-nooth-Ster Nominal 6&#�9:8 &quotNoh-[mpzdd,&quc,. Opaque 12f3l/2022 Yes Yea No NfA Composite Edge Fiberglass 8Virgle DwrWth Sidellb"(s) (InsAnglOutaWng KO, OX or OX0 config Uatims) 19 s. Therma-Tru Fiber-Classio and Smoolh-Star Nominal 6'E�&qupt;Nor-lmpact&quot Opaque 12/3112022 Yea yes No WA C,omposho Edge Fiberglass Double Door vAth or ,Ahout Sell (IhsvingJOubgvAqg; XX or COCKO configurations) 20 t Therma-Tru Filber-Classic and Smilooth-Star Nominal M#319:0 &quct;Non-lmpact&qUl Opaque 12J3112C22 Yes Yea No NIA Composite Edge Fiberglass Single D (I ra'ArsgiOut—ing; X configuration) 21 u. Therma-Thu Fit ber-Classid and Smooth -Star Nominal WSW) &cluct�Non-Impact&quot: Opaque 12131f2022 Yes yes No NIA Composite Edge Fiberglass Single Door vvith Sideline(.) (ImsmngiOutawng; XO, OX of OXO danflo—ti- ') 22 Th—1 Filb—Cilass—d! 8—th-Sta, Nominal S&A39 0 &qt;Ncn,-Imp.Ft&q..t; Opaque 12131?2022 Y.. Yee N. MIA Composite Edge Fiberglass Double Door Win or without Sid.lites (InswinglOulawing: )OC or OXX0 configurations) 23 Thermal-Trq Filbor-Cassi� and 5—th-Ster Nominal 5'6 &qvot,NQn-Impact&quQt; Glazed 1V31/2022 Yes Yea No NIA C—pomil Edge r:i lb.,�Ittsss Single Door (i raWng/Outswing; X configuration) 24 x. Th8rma-Tru Filder-Classid and Smocith-Slar Nominal 6&439;8 &quotNon-1mpaudt&quot, Glazed 12W12022 Yes Y.. No MIA C,cirnposte Edge Fiberglass Single Door �rth a� - dlba(s) (InsWr;g)CutsWng. XO. OX., OXO configurations) 25 y- Tharrno.Tru Fibar�Cl.sscand smooth -star Nominal Glazed 12,31=2 Yes Yes No MIA Composite Edge R brarglass Dcrulb. Door Win ., vat"..' Side It.. iinswingfOutswIng; XX or OXXO .oNgu raii—) 26 z. Therma-Trut Fiber-Cassicand SmoollI Nominal 8&939:0 &qubtNor_ImpacI&quo1; Glazed 12J31/2= Y_ Yss No WA Composite Edge Fiberglass Single Door InswrWOutswing; Xbonfiguraborn) 27 za, Thermai-Tru Fiber-Cosac and Smooth -Star Nominal 8&039;0 &q..cN.h_I.paqqtSqu.% Glazed 12/3112M Yess Yea No NA Composite Ed@. Fib.rgl—. Sir,91. Door vilh Sidelite(g) (lhgWng/OUtsWng XO.OX or OXO configurations) 26 zh. Yherma-Tru Fjocr-Classh; and Smooth -Star Nominal 8&#39:0 3quotNorJmpaqt&quot, Glazed 12131f2022 Y_ Yes No WA Composite Edge Fiberglass Double Door wt or WthoutSidelit��(ins�Mng;Outswing;>Dl�OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 I N2.021 ��w Cod. Entimor Date Dec. care ftirdlm Date T V,,I,, manufaclutter Contact Li ..... Vandialed EW validAid! silitionflit.4 F&C Arnahaval Ator—d sUit", Revision 2020 MI Wincims and Doors Brmt t5litinger Us Roberto Loth" St—n M. UrCh. PE 10MBIM20 101conma 10,19=0 l2h=0 Approved Category: Exter-or Doors I T1 7) 36 -330a PE-62514 f717) 31?-8454 Subcategory; String Exterior Door Assemblies Compliance Method: E4utiflon Report frorn a Florida Rlglt.,od A,.hit.t or. 1-1—sed Florida F,.r..s lonal Engineer "53$249 Products Quallty Assurance Aviao"d for UOs fivionovoil for use Irroact 0.91fin SNO her or Name Product Description Cc In HVHZ outside Hv1Z Rosistailt Pressure I SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGD QXQ IMiJ2024 No Y. No NIA 145 3;4&qUot:x80&ll NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 4�O ALUVINUMSGD ox. XO' XX 12131n024 N. Y.,; No MIA S6&ci,d ;x&o&cp&: HON-REfNFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIFS42 ALUMINUM SGD REINFORCED DXO IMI=4 No Yea No N/A 145-3/4&uUot;xS5&qudt; 4 IERIES420ALUMINUMS&D REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OK 1MI12024 No Y. No NJA XO. XXS6&quoIbc96tIqux: 5 SERIES 42CALLJMINUM SGO REINFORCED SERIES 420 ALUMINUM 30D REINFORCED XXX IminG24 No ytis No MIA Code T-0 version Maryfuturer Revision 2D20 War �Dalbn, . divisich or 0-mc.d Do., Ccrp-.11bh Canagarr- exterior Dows a .1dCat.g.ry: G.stion.1 Eteror Do , A.—1 C."I'la—Math.d: Evaluation R.Portirro. . Florda ReglatersdArchitector a Licensed Holds Professional Engineer OL#8248-RZD Products 4-at Product Model. Number or Santa �i 800061000200 #1105 2 1122,4 Florida Department of Business & Professional Reguiation Building Codes and Standards Product Approval Application Detail P.9� I al ImaD21 Enbw or ast- [We Date Pl Dat. Contact Entifteesir & lJon" "Id"106 W validated Submitted FDO Approval Aporovol Status Dyra K—sh Jch E, Sb- JaFray P, Amason. P E 1 W1212020 09MOK 1012312020 Approved (33D) 763-8121 PEE-51737 (W4) 821-5200 dincrinishitt�syne-daltand ong O-lit, A,,,,,, Abid—ol for USa Approved far Us, I.—t D.i.. PFOdMt D9SCrotch Contract ExpIrtillon Dge, In HvHZ Outside HvM R.11staelt Pressure 9&#N� Mo. Idth. 14&*W Max height. Glazlrg 12131r2023 NO Y's Yes �31.001-35W available in top or Ntermodists, section, 1 WZ97 M—oldth. 148,#$9: Maxit.1914. 01saing 1213IQQ23 No yas Yes 430,001-33.50 ,,,allablo In top or Intermediate section. , 13039 Max width. 148#39 Max height Glazing 12131OD23 No Yes Yes 34 401-a8.30 available In top or intermediate soolion, Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail Pagel at 1 z12021 Code 11illity Oat. X—to Data Parsing Date T-S V—pin Manufacturer cregact Engines, & U .. st Validated 6, ytifidess.11 agbMittcl FUG Ard—I Atorm,. status Ra 2020 CarleoDivislon ofAAD3. Inc, Togn Ran.y UL LLC troy Bl,h.ip, P.E. 1 �1 QaQ20 12,01Q020 12,21=0 Approved Category: Efthor DWIS (641) 494-2813 (954) 947-GaBO subcategory: Exterior Door Components Compliance Malrod: Certification Wrk c, Listing FWPI1537,13111 Fpd.ot, Approyodfortuse Approved for Use Impact Deslan S-# Product M d,[. Num bar or Name Pr,d,nt resdrioll- aa In HVHZ outside 4vKz F.sirt.ot Pressure 1 807. 707, 727, ?47. 75T,777, end 84T Single and Pairs 0 Fli, sh. Glazed, and L—isred slhg� and pairs of 1213112025 ye, yesi ys' N/A Dcors hollow metal dool Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 2 1512021 1 Rntit, nate ast. net. P-dirita ad- T-a version Manufacturer cidrt.�t Enaineer & License Validated By Valldl Submittaill FBC Aminval Anuronnull 'status Rev-i in 2D20 MI VVIndoys and odors Went Sitilligic, Amencam Architectural Steven M. Union PE 11117�2020 llil=C 1112712020 Approved Category: Windows t7l T) 365-3300 M-11-tiners As.d.t- (?J 7) 3 17-8454 Subcatagory: Single Hung haitlingeriliinni,ad.00m complai vothtl: Certification Mar, or Listing Quality Assurance Amproved for Use A,r-,d for Us, Impact Desim -St'" Product Model. Number or Nam. Product Dewiction C.Mtra2t Exerat on Den, In HV)JZ Outside HVH Resistant pressum U 2 1 5 SH 52"72 FIII)Flang, Frama Gz3G Single Hung 1 0/08(2023 No Yes No .160/-60 Laminated Glass Cn 2 _0 0 0 CU 0 0 = 2 116- —0 CU 0 0 CU U_ "_ 0 CU > Cn — Cn -0 W (n E " w M CU 2— 0_ CU -0 . — C/) < rTr 1A Cn E =:3 co > 0 > L CL 0 0_ < =3 _0 0 L_ 0- M =:3 —0 0 W Z C11- SHEET NO. PA 1.0. - F_1 1 11 -1 1 Florida Department of Business & Professional Regulation Page 6 c,f 9 Florida Deportment of Business & Professional Regulation page I of I Florida Deportment of Business & Professional Regulation aeg. I all Florida Department of Business & Professional Regulation Page I crf 2 Building Codes and Standards 125M 22 Building Codes and Standards IS202i Building Codes and Standards 15l1021 Building Codes and Standards i &2021 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail . ' - " - � - --�',W', , , _" " - - "�"-!��#, - - � 11 .1 . W ,,, " � '_� .'-,�q! 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(8DO) W-7628 PE-4S4CQ (813) 787-35S6 1 0,607iQ021 D911 50021 10113M21 12JI5=21 Approved Affirmation 2D20 PG7 Rdu�lhd- J.R' R--kl MI.W,D.da SCCO - CER Ml.m!-D.d� BCCO � VAL i1M12D20 iV)5�2020 1111-12020 Approved Ra,Asion 202C PAI Windoers and Doors Brent Stinger American Archiftecturai Ste,on M. UdOh, PE 1013fW2020 101OW2020 10pl9y2020 Approved Raysrun 2020 MI Wrd-a and Do- Want Stfince, Arnerican Architectural Steven U Urch, PE I 1�2=20 1 W2120.70 , lr1r2&f202O Apip-cl Subcategory: Swinging Exomior D-Asserablon; stasperson@11hermatra.co Cotegary: ftnuov,a (941)486-0100 (7ali) 315-2590 Categonn. Windows to`17) 365-33M Marrulactuners Assoclabor, (71 T) 317-8454 Category, Will "Category: Fired (717) 355-33GO M.rruls.tu ... a A-raton f117t3lT8454 lostdrigoi-QmNed- I Compliance Method! Evaluation Reporthorna m SubCalegltay: Single Hung Irwoo,skilipgUndusailelix Subcategory: Havrontal Slidw o,fflIr,gaR5_.isd.... Compliance Method-. Cortificaton Mark arl-isting Foriii Registered Architect or a Licensed Florida 2of-ii Compliance Method: Cartifusticel �rl, Or UsUng .R, Compliance Ifiladhock. Certification Mark OR Listing Engineer FLOZ36.0(28ftod EL#15WI.RB Products F1.01,151145-R14 Proclucts FL.9204i Products Quality Assurance ApprovadforUse ApprowdforUse Impact 0einan slog product tiodle. Numbeirer Name Quality AssurneRse Acruslovskilfortism A,,,-,d ft, Us, 1,,W Peeler, Product Description Carl Eloilration Data In i outside HV fireslOv.ot Pressure sio, # Product Model Quality As.u.ngl Allmovedfartlin, Audiumved to, Us. Impaut Destor Product Desoissfigo contract Egrilr�tkm Oat, in HVMZ outside HVHZ assistant pressul. $so A Product Model, Number or he Anii for Use Product Descriptio Contract EXpIration Date 1. HVHZ 0 d tamest Deal- = "�� I I Pressure .S! Sag # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 8N5500 i uli,a� Impact) Vinyl Single Hung vrarklc� 97130=25 yes ye, Yes WA I HS r68 Fin andi'longs, Fr- 7SA21 ... listed GJ.. 02MB/2024 No yes No .551-58 1 185 PW 73 . 72 1,aulst.d Glose 04/0312,323 No ..'!g := = 1 a Therma-Tru Foe,ri-ic toath-SW Nominal 8&939;8 &quo0on-Impacti3quat, Opaque 12/3112022 No Yes No NJA > LAJ 0wrok,aite, Edge Fiderg aso� Single Dow tn], 0 " 2 b Therma-Tru Pber-Classic and Smooth -Star (I nswrig/Outairting: X configuration) Nominal 68.4ns &qu,dtNcn-Impaa4&quot, Opaque 12131/2= No Yes No Ni 'j = :5 C= S;L 1�� c= Composite Edge Fiberglass Single Doorwith Sidelite(s) XO, OX OXO �� J= cc C..' C'*J - C14 -0 Co (InswinglOutavving: or configuati.n.) -�; M LJL- >< 3 c. Th.rni Fib.r-Cl ... ic-dSm-th-Ed., Nominal S&#39s &quck;Ncr-I'rpaot&quPt; Opaque 1213112022 NO Yes No NJA 012 O_ -T Cc Fiberglass Composite Edge Doubt. Door with or " C= C= i_ (A -0 L14 W th.utsid.lites�in-�g/Outsw�g:xx.,Om C%%J P to = C5 C, cc configurations.) -cc - eN - 4 d. Therma-Tru Fibi and 8mooth-Star Nominal W39;0 &quotNw-Impaldt8quot, Opaque 1213112022 No yess NO W I . I" 3: a) - :�Ac - , V ca, CL -= W Composite Edge Fiberglass Sli Door (InavAngifoutswing; X configuration) CD . 1� E - = - 5 e� Therms-Tru FibenClausak, and Sarrooth-Star W.mlna I 7&#3W,O &quOtNcn-Impsdt&quot Opaque 12i'3112022 No Yes No NJA CD C2 -= = CJ Ckcmp'ift Edge Fiberglass Single Dow with I= - - Sideei 0rsvvng1O.tsWng: XO, OX OR OXO _J " 6 I. Therma-Tru Rber-Classlo and Sancoth-Ster oanfiguratiwia� Norainkel 5'0 &qact;NonImPact&quot Opaque 12,S112022 NO y as No WA Flonda Department of Business & Professional Regulation 11.'. I .f i Florida Department of Business & Professional Regulation par I a, Florida Department of Business & Professional Regulation = n .a -T Eo. JE Composite ridge Fibegass Sing le Door Buldi ng Codes and Stands rds IFM21 Building Codes and Standards 15f2ozi Building Codes and Standards ,_ .. " tags i� W (Inawngloutswing: X carifiguration) . L' = '.' 7 9. Therms-Tru Fib-Classaid and Smooth -Star Nominal 5'0 &quot1Nwt-Impacbi Opaque 12/3112022 Comp.eibs Edge Fiberglass, Single, DopirvAth No Y - No NIA Product Approval Application Detail ProductApprovall Application Detail Product Approval Application Detail W) "a -0 Sii (Inswingl0rutswing; XO, OXor OXO = $= - 11� ... "I , " "I .. I 1� 1, �� I '%��111�__ - " -, � '_'j� �' p -__� � , � M ffin'�1'2121`11'1' &"��' �Nfflmlxi M101 g-';'O,'��'V"� �-'�p'�'�r.tz'," "I'll'.1��,�,,��-1,��--�IA,,',M,Tt��l-' ." , -, - ,- - ""-' - , " - """- ---- _ ""o.- -1, 1, � 1111 - 11 `='� � --l- _111-11-, 11�1 I "" .", _e,*1"Y ' �;� _-, 11.1 1 11 - ',Z' --l-,", -, �"' WW ,�,,�,�",,,,,,,�""I""."�l, 11 "P','-.-.- , �OlE �� configurations) i No Yes NO NIA 8 Therma-Tra Finer-Claresto and Smooth-Ster N.min.1 3U3�;�C>N.nmpsct&q-t Opaque 12KM 12022 Composite Edge Fiberglass Double Door win or C.d. . 'I - � I--,-,, - � Emit, . Qw. [We Dato Pil,din, Data 11 1-11.1-11 1� 11_11�_ "" - __ Cod. � � I 11 � � 'I.,�-��,,,�i,�,,'�,,-,�,,,,,,�,��,��!�kI, X, lintilar OR Me [let- Oat, ftnelin, Data 5' ,20 1, � --ir , __1_1'"'_;' ..,--,�llill'i�1.1�,�--"-:----,"�,�,,�,11-�1,11�ll,�-, Entire . Data Oat- Flats Fandina � - " `- O"ar, 0 without Sirftitm ti-ing/0�tswing; XX,, OXXQ Type Venecin Manufacturer Contact End-ar 9 Ll - - - Validated By Validated Suldniftsd 1`13CArl-al A-r-ki Status, T varralan M-fect.- Contact Endi Usimen, Validated Be Y-fielonell submitted FBC Aral -I A,pr ... Slat"Re 7 Wirslon MAnufasluna Cisntaot Engines a Ljoirits. Validated OY Validated Submitted FBCAppraval Aponp,ast I'M.-W. 9 i. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 3&iI &quct:Non-Impadt&quct� Glazed 121al/2022 No Yes No NIA Affirmation 202g PDT Industries Jang Rosowski MI-I-D.d. 3CC0 - CER Miami -Dade BCCO � VAL 11106)2020 11�)5)2020 IlMl/2020 Approved Revision 2020 MI Wrd-a .Rd D-a ProntStfing,r Lot. R Lcra... Fr Ed- M. U11.1h, PE 10JR18i 1010&2020 1011WO20 12/1112020 Approvad Affirmation 2020 PG-rindustries ievis R.S.-ki Warri-pside 3CCD - CrR Miaml-Dade HCCD - 'JAL 1IM)2D20 11105)2020 11111/2020 Approved Composite Edge FiliJergass, Single Door Cet.9i Nr,d (041)4a6-01i (786) 315-2590 Category: Winclo,re (717) 365-3300 PE-6251 4 (717) 317-8454 Cel.grary: Wod (90),1813-0100 (786) 3i5-2590 (In-angfOutswrigr Xconfirgunation) Subcategory-- Fixed ]rw;oWsk1Qpgt1nWRIre%c subc.tagorin Mr-Ifions beItIIngerQmiwd.conR suhc4h.ocary, M.Nore IrostakskIftil(Induadiese 10 J. Therma."Nu Fiber-ClaRsic and Smoth-Shm Nominal 3'5 "tNon-mpaRct&quot, Glazed 12i3l= No Yes No WA rootplien.4 M.W.d! Cauffearb. Mark or Li,ting can Compliance Istalroct. Eniustion Report from a Compliance Method: Cartli Mark or Lusting OR, Composite Edge Fibeglassi Single Door oAth Florida Registered Architect are Licen,sed Florida I Sldelrte�s) (I nswing?Out-Ang; XO, OX or OXO I FLI01-R241proda P,.f.,ei-sil Engine., lil.",IA13 Produc 11 k Therm-Tru Fiber -Classic and Smoth-Star owifigiuradons) Nominal O&II &quot.Non-lmpaot&quci, Glazed 121�012022 No yes No NIA se" Prutuct Model, Nuamber- Namus Graillits Assrurlene, Anstarevoullorlism A,,,,,d far We lim-li Da.kan produot D'soripticen Coneir-t E..I,.II Dal 1. HVHZ Outside HVH1 Resistant Pre -re FL*1 5153-RIS products I Sao A Product Model, Number or Nam - A,n,Ov,d for Use C=Arg- O Aturs, ... 0 for Use agoul Description so ,=, to HYK Outside HVHZ [,,act [).,I.. Resloselt Pressure Compo"i Edg or Fiberglass Double Door wth o r I 'A houn Sidelites (Irnavarg/Outming; XX OF OXX0 sail. impact) 5 PW-5120 [Larg. Mile . Mrul Fkad Wind. 04,SOJ2025 yc� Y_ WA ,e Y., 0-11N A. -an. A re ra . of, Us, Arsmovull for Ijan Inn-1, Damon I Mufficra for All Door, and Wind- Aluminum Muslims OW26(20213 Y. Yes Yes i ccuffiguratons) RUA alaductfrodel. Number �Ngrw Product Doscirati. coal ... t E.Wrallan Dal. I, KVHZ outside HVHZ Resistant Pinsasure 12 1. Therri Fiber�_lai and Smooth -Star Nominal 7&#39,08qJcRrNon,Impaot&quRP,, Glazed 12/aJQ022 No Yes No NIA 2 5?G4 V.6m.1 X.Rrin- Mullcai l2Ys1n024 No Yea Y�e N/A C.mp-it. Edge Filp�glaala Single Dow (IrRawngfOutbawing; X owifigurall 13 - Thearma-Tro Filb-Classic.rd 3-fir-R., Nominal 7&hGg;Q &quct,N4mpaci Glazed IW31=22 No Y - No NIA Compoaite Edge RbergeasSingle Dorar with Sidelre(s) )r.amngllO,Aswmg; XO, OX orr OXO configurations) 14 ,. Th-7ra Fibei-Clas.id and S-Oth-St.r N-Ru.1 9&#39:0 &qu.tNo,-Impact&q-,,; Glazed 1 M1 12022 No y ft No NIA Composure Edge Fiberglass Single Door (firsaWngfOutswing Xconfiguratiord 15 o. Ther-7nu Fiber-Claaa,ic and Smooth -Star Nominal &&#39:0�quatl4on-Impact&quct, Glazed 1213112022 No Yes NO NA Composite Eti Fiberglass Single Door Wth Sidelite(s) InswirgilrOutsvving: XO. OX or OXO Florida Department of Business & Professional Regulation page 1 or 1 Florida Deportment of Business & Professional Regulation IF ... 2d2 Florida Department of Business & Professional Regulation Faw, 3 04 16 P. Themnse-Tru Fiber�Classc and Smooth -Star configurations) Norrinnal B'0 &quor1Nori.Impact5quol; Glazed 12i5112022 No y - No NVA Building Codes and Standards 1 M12021 Bui I di ng Codes and Stands rds 1002021 Building Codes and Standards 31612023 Composite Edge Fiberglass Double Door Wth or without $ii (InswinglOutswing'XX or QXXO ProdiuctApproval Application Detail Product Approval Application Detail ProdUctApprOvalAppilication Detail configurations) 17 q. Thorma-Tru Foor-Classic and Smooth-Stal- Nominal i Squatillon-Impecl,&quoll, Opaque 1213112022 Composite roge Fiberglass Single Door with No yes N. NIA it, W = Transom (InuarangiQutsvring� OIXconfiguration) �m",Wltl-, 18 r. Themna-Tru Fiber -Classic and Smooth -Stair Nominal 694S9;8 &quotNor-ImpactiNquot Opaque 12IS112022 No Yes No NIA Code i or Data Dal. Pao Placing Date "Ift Enviv or Date get* pat, Pending! ".. Cod- i I Dal. lialle Date P,ndla, R& Composite Edge Fiberglass Single DPO-Ath Tv". V-1ion Men.f.,loner Candect Entai-A Uoser" Validated M Valoarcul Submitted F5Q Approval A,a,,-d salturs MMIL Walk- M-nicau- contaut Enain- & Li,,,, Validatod % Validated Submitted FBC Accumeall Atc-osd Status T".. Version Manufarstyror & L..,.... Contact E.,im, V,rld,t,d see Vardatud Zurturniffand FOCA-mral Aror ... d anita. Sideltio(s) and Transom firaviingi 0/XO, DOX or QfOXQ configunations) Revaon 2020 James Hardie Building Products, Ine, Chad Dicroks V Andre,,' Tan John Southard, P.E. 0J/03t2021 1Z�IV2020 olki dag FSC Appr. R.,Ash.R 2020 Adslore Nick Thomiaver, Lyrd.R F, Schinid. P. E Ryan J King, P.E. W5,r2021 02,1sc2021 02aMO21 uvl�2021 Approused Revision 2020 OAF Michael Slah Rcbert�f.nr.n John W Knesevi.h. PE 12119r2D22 12117MM 12QM022 02107,nO23 Appr-adl 19 9. Therma-Tru Fil-Classic and Smooth -Star Nominal 6'8&qvotNon-IrrVacd&qua� Opaque 12r3lJ2022 No Yes No N)A Calogri rental Wals (lstlg� 545-8359 ple-81682 (352) 367-2528 cet.g.,yr, Panel Wine (33D)922�23BB P E43409 ifiq� 7i[37�6555 Category-- Rowing (&OD)756-3411 PE-591E6 4954) 7T2-5224 Composite, Edge Fiberglass Single Door with 3.1bCaciregory:sding ch.d.clanek,@Jameshardi SAC-112-rin Soffits nithompa-&l.id.-R, SabCat.p.ry-_ Aephuilt Shurgue rr,tl�agaf.acm Sid.liefs) Onirrg�O,ut ... ingl� XO, OX o, OXO Compliance Method: Evalu.11. Report from a so- Compliance Method! Ev.l.ation Report from . C-pil- Method: E,aluad. Repett fr- . Continuous Head and Sill configuration.) Florida R,ag;ehared Anmitiort or. Licerread Florida Flords R.glatorsdA,chifect.r. U ..... d Florida Florida Registered Architect O, a U-sed Flande 20 t. Therma-Tru Fiber-ClauladC end Smooth-Stgr Nominal 8&939,0 &quo� Nor-] mpaotg4unt Opaque 12f3l]2022 No Y_ NO NJA Pi-cf-si-I Engures,r Professional Engineer Pcka.kml Ergloear Composite Edge Fiberglass Single Door with Sidelii (I newnglOutswrl XO, OX or OXO FLA131192-RO! PrOd,da FL#13272-R5 Wool FLOW124,403 Prod"" 21 u. Therm.-Tra Flld.,Chtg�id and Sm..th-Sar Continuous Head and Sill configurations) Nominal 68,#39;8 &qui Non.Impact" Glazed 1 V3112022 No Yes No NJA Quality Assurance Apiumviedfori Avaroyod for use largest D.alal' ",JIN Assurani, Aosroni for [),a Approvied fgr Us, for ... t Igpdal QualltyAssimance Approved for Us. Approved for Uso Impact design Composite Edge Fiberglass Single Dow with $so 0 Product Model. Number or Name Product Desorlisil. Contract Expiration Dat. In HVHZ outside 4vHZ lit-letant Pyossure Sail 0 Pron-t Model, Number or Name Reel Description contir.ot 9.11'rinalw, . In HVHZ Outside HVHZ lississlant Pressure sea 0 Product Model. Nitatter ., Name Product Description Contract Expiration Date IrlHV11Z outside HVHZ Resistant Pressure Sidenti (I ns,,AngfOutsMri XQ, OX Or GXO I Campl.rk Lap Siding riber-co-cl, ap sidirag 1201D2023 Yes Y. NIA N,A I a &.iduct,21'�,quat Soffit Vent or Said Vinyl sort, i 2131(2023 No Yes No IN 1 OAF Asphalt Roof Shingles for vs- F 6C n.R-HVHZ Fiberglass reinforced 3-tab, laminated, 5-tab and 12MG12025 No Yes NIA N/A Continuous Head and Sill configurations) 2 HerdI.PI-1, L.p Sidlug 111be-comsrt ap siding 1213ri Yes, yes NIA N/A 2 In. d,crodAfflance T48eluotSoffn Vent or Sold Virylsoffit 12131=23 NO Yes He NIA j�riadlcticoa hip/ridge asphalt shingles 22 Y. Tharma,Tru Fiber�Claasicamd Smooth -Star Nomi nal 8&#39:0&quc,t;Nan-ImpsaotRquoC. Glazed 12i3lf2O22 No Y No N)A � c &duct;Greentirer Vintage Boade,103si:801fit Vent or Sold Vii Soffit 12131,2023 No Y.. No NIA C-posibe Edge Fiberglass Single Door with 4 d &Wot:os&quot, soffit Vent or Sold Will S,rfit 12131QO23 No yose He NIA SId.Ifii Qns,vinq�O.t�ivmq X0, OX or CXO 5 s. &quot�Chartar Dak&quW; Seffit Vent or Sold Vloy, Sort, 12/31QD23 No Yes No NIA Continuous Head and Sill configurations) 6 I, �q.ol;S.p.r Sp..&qu.t Sell Vent or Solid Vinyl Soft i WW202� No yes No NA 23 w. Therma-Tru pliber-Ciassio and Smooth-Ster Nominal 6&#S0;8 &quot NOR-] mpact1quot Opaque 12i3l/2022 No Yes No NJA . Composite Edge Fiberglass Door Panels with Vented Sidielibe(a) (InewnpiOutswingi: XX )= or Y,�= owifigorations) 24 x Thermus-Tru Fiber -Classic and Smooth -Star Nominal 80 &quorNon-lmpaut&quot� Opaque IV31J2022 No Yes No NIA Composite Edge Fihegli Door Panels vAth Vented Sidelite(s) (InswnglOutswrnq� )O� XXXor)O= configuertionts, 25 y. Th.mi Fib-Cilaisio.rd S-th-St., Nominal 6'8&quo�Norr�lrnp.&&,j..td Glazed I D3112022 No Yes No NIA Com posurto Edge Flberg [a as Door P a are Is uAth Vented Sid.] ii 0 n.vv,VOuaNvirig . )C-L )00� or X)= Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Postal oil Florida Deportment of Business & Professional Regulation Page 1 a 1 configuratons) Building Codes and Standards IM202i Building Codes and Standards i 0121321 Building Codes and Standards iWA21 28 z Ther-Tra Fber-Classit, and Smooth -Star Nominal 8&#39:0 8uquotiNwi�Impect&quat Glazed 12131f2022 No Yes NO, NA C�Omidaate Edge Fiberglass Door Panels uAth Vented Sidi (I mavvinglCutswing, XX, XXX or XXXX ProclUCtApprovid Application Detail Product Approval Application Detail Product Approval Application Detail configuration.) ___ -'�� ... 61-111 -, ,111, "I'll � �� ' _�r0_' I . " - , � 11 -'�-6��rvz�_'--�� -'�"-'�.r � ,� �!';",'Y '�"Z'��N""'41W" c�."�'� �"'v`-��f4'_�'�� - ,---,-, t��AA*"i','3�� ''," �" "";-'k",_" "_ %�, " � __ -, � - - - - -"-wK9%M 27 za Thermi Fiber-Cfassic and 8-oth-Star Nominal W39:8 &quot.Non-ImPaud&quot Glazed 1213lf2M No yes No NIA C ompaisit� Edge Fiberglass Single Door with 38#39 0 Sidi (I nawinglOutswing: XO, OX or OXO configurations) Code I'll - - Emilie or Dal- Data Date Pennine Date Cod. - I Entity or go Dal � Data Procter, ou code ", - - - - - - - - - ,� 11 - '_� - 1 , 11 - �� - I I I I - �,Ilv 'Mla Entity . one, owe Date Ponallno '�, , .v",' CIAO 26 zo. Therma-Tru Fiber-Ciassic, and Snrrooth,Star Nominal S&MO;13 &quot.Ncm-ImpacI&cjaOt; Gla�ecl 12131f2022 NO Yes No NJA 7, P. William Manufacturer correct En,i-.& License Validated Fly Validated Submitted FlicAlainaval A,-- status Tv.. v,ri Contact Enei-R& Li. Validated 8, Validated eate.Ted Else A -meat Apoove states TVP. V-1can Manurlartuorr Contact engine., & [Joe.. Valli ey Validated Submitted FSC Approval Approved Status Composite Edge Fiberglass 0ouble, Door with Rcvlal.� 2020 TAWK0 Building Floavois LLC Kord Edon Robert Maranon John W. Knezeukri PE 1W,V2020 (g/29f2Q20 iC/1212G20 IW15r2020 Approved R ... I- 2920 L.V Thomson, Inc. clas Thorripson Architectural Tony Christman Zachary R. Priest Stwon M. UrIch. PE 09117f2020 09/lGnG20 O9J2212G2O 12115=20 Approved Rev.i.n 2020 Forda Metal PRodusts;ro. Clark Jones James L Bucker. P.E.0 Steven M. Li PE DR,27.r2D20 09,251202a 1000417020 12116/2020 Approved 3'0 Sidi lnRwmg1Out,,A,q. O)C(O category: Roofing l417� 624-8644 PE-SE1186 E954) 772-6224 Metal, Company TAIMCD1 (813) 24a-a45a PE-74021 i7l7)317-8454 . Category: Rooting lt)04t783�84013 CIRUCK �aqirueflng t717) 317-5454 29 ad, Therma-Tiru Fiber-Cfassic and 5mouth-5tar configuration) Nominal 8&039;0 6quot;NPr-ImPRso1%Quot; Glazed 12)$I/2022 NO yols No NIA subcategory: U,d.,I.y-.Ia k,sm odarigarnk.,own Category, Rerali Subcategory: Racing Accessories thatRrean t.yQg-.hi Im.firgown SACid,gors, Rw6rig Antaissonma that are an Integral Partofthe RoolingSyslem .l.ru@famc.owo PE�311242 Composite Edge Fiberglass Single Door with 3M9;0 Compliance Metric&. Eysiustiorn Report torn a RwRi Registered Anthit.d Ii Road. integral Part ofthe Rocring St"tenn C'..pil.c.M.1b.d; E,iii-hon Ri,porifir.. . Sidelili (InswirglOuts,rog; XO, OX or OXO or a Prof-sonal Engineer Compliance Melli Evaluation Report i a Ford. Ragind-d Aohn.dt or . Licensed Runde so dill Therma-Tro Fber-Classio and Smooth -Star configurations) Nominal 39#a9:0&quo1JNw-Impact&qJoi Glazed 121$112022 No Yes No NA Florida R.gi,ttersd Architect - Licensed Florida Professional Engineer Profeailonal EnOncer C-postite Edge Fiberglass Double Dow with FIX12S24,111i Products FL421581I Products 3&li Sidelites (InsvinnghOutiswirg� OXXO ought, Assurance Anaimmodfol,linso Awroyod for use Impact C,i,n L601112avlowsu 31 ze. Trierma-TrU Fbe�Cjassi o and S mwith.Sta r configuration) Nominal 7'0 &quot�Non-Impect&quot Shaker `2J31f2G22 No yes No NIA .'ift le -Wet Model. Number or Nam. C. product D-Irad- .firact E,irstjort Data in HVHZ 0i Hi Paillaunit Pressure Quality Assurarn"i Appiravocifori Approved for Use IffQW1 2200 Sao 9 P .d..t Model. Nkgalar Or N--- Quality As nurence Amiseepol for Us, Apo rovail for Use Product Itassruption Contract Ear,firtilloo get, In HVHZ Dural HVHZ Impact Do,lan FiReaftitant P-,, Series Composite Edge Glazed Fioeg(� Single 1 TAMKO Roof Undairlayments (HVH7) Roorfundedayments for use in FSC HVHZ 0a'2912023 yes No NIA WA a-- # Product MwJ,I. Number eir Name Pircidoect Descripli, Contract Expiration Caha in fli o.fisid.1i Randidaml "'son, 3 a - FLAMCC 4u;uct:RV I 0 Ridge Vent&,ques! Aluminum Ridge Value for pfthed recta fe,brice"d 12131,2024 No Yes No NJA D-with or without 1 &#39:2 Sideli Jurisdictions. 1 TAMCO Fiat Top Off-Ridg. Vent Alith Baffle for Tile 26 ge. static roofyoritilsitor ,dith baffle 09109/2026 Yes, Y. NIA N,A fr.. 0.025'Murriram (InvivirgurOut-ing. K OX XO or OXOconfigiurators) 2 TAMKO Roof Urd.,ityrnents iN0N-HVHZ) Rodfunderayrrmis for use In F9C Rcn-HVHZ 0629n023 N. Yes NIA NYA 2 TAMCO Goosaii Vert 20 gs. QW09/2026 No Yes NIA -01-52.6 jurisdictions. 3 TAMCO Off-Rdl Roof Vent with Saffle, 26 g, static mcf-tiled-Ith integrated baffle OSM812026 Yes Yes NIA IVA 4 TAMCO Round Top Off-Filkips Vent,vith Baffle for Tile 26 ga- static mcf-tater ,ftla binfire OW912026 Y. Yes N/A N/A - Florida [)apartment of Business a Professional Regulation P.g.i of I Florida Department of Business & Professional Regulation P.O. I .f 5 Florida Department of Business & Professional Regulation Puget art Florida Department of Business and Professional Regulation Building Codes and Standards 1,71=2i Building Codes and Standards IW2021 Building Codes and Standards W2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail �` _%-'%X' 11 I I I I 11 Code T V,r,i,, al-f-timer Wity Dal 0 Data Data Pon di no delta Contact End.- & Leou-se Validated W Validated Submitted Fee A-vol Atim Status Cod. T"'s Version M.-fiect.", Eni - Data Data Dal, F-6ndid, 09- Contact Emahrear 9 License Validated W validates! Submitted FDC A-roval A-evad $let-. Cod. TrIp. vorsion Marlywimn" Entity or owe Date Ded. P."dlo calli Enalnear & Lican. Validated firy Validated Submitted M Approval Data Apprip iligul FL#6259-R31 i 2320 Lemance, K.mire, Jolloy James L. 2u,lon- P � Steven M Uricti PE 11M,'202D 1 IMr2020 1V2W020 ding FBC Appr- Revision 2020 Geral Pooling Ando'son RON. APW Unificum roslu,tion GaryW. W,sli,,r 1 Q03MW 1102J2020 11AD612020 Appr000d Revision 2M Gloloal Protection Products. I.A.C. rm Roth ... Wait., A. flifit Jr. P F John W. Kirea.A.h. PE OW&F2020 DM&12o20 10A)l/2020 i2il5i2l)20 Appl-d code fam-21: Date Date Date Date Status C.tagoiri, Floating (501) 963-6163 PE-31242 Vi7) 317-W4 Category: R..Ing (01) 3a0i Ser,leas LLC. (205) 954-016a Cat.igi Shutters 0954) 689-7545 PE-44167 (D54) 772-13224 lype Verition Manufacturer Contact Engineer & Validated 8 Validated Submitted Pendin A proved Approved SulaCateg-p- oalingAo-serlasthuater8tin 'he k1.11,yClam-ocan Subcategory! Rodfirrig 71as R.UnArrole-CibonaLco an SlubCalligi Storm Panels tlrr.mbIna-@gpp.RI.c. _ Revision Y 2020 POLYGLASS USA Maury,Alpert, License John W , _P 10/26f202D 10122/2020 FBC 12i'1512020 I rn�gral Part of't Robfin g System Cumpllwc.Mothqd:Ev,],,IIO,Repo��ams C..Plj.�..Mlm�:El�d..II-R�p�tf,.�. Product Evel-tion Erlity, tdomplivealliathod: Evaluation Reportli Florida RegfatersklArchitedoca Licensed FbrWa in Category: Roofing S954233133OSmalpert@polyglass.�m 'ZolgertNiermirien Knezervich, PE �_IIWWAI Florida RogratersdArchrrect or a Licensed Florida P,cfestlemil Engineer Su loCategory: PE-591 66 (954) 772-6224 1110112020 Professional Engineer FL#73ii Products Underlayrronts Fl-077112-RI Product, duality M'sura"10 ApProvedforl.4,e Aeo-ed far Do, lines,% design It"Wiso?"i; Prod - Compliance Method: QuallivAssurance Approved fer Us. Api for Use Impact Deem 19-iri g�ftjftwarls,' or Nam. 15 . sitfle, Country Slats, i5or �,[ EIrgil,lit Fividact Description Contract Exiclabon Veto U, +IVHZ Catskill Resistant P,,- Fiat Profile - Denver, CC `IW31=20 N. yes NfA NIA QualityAssurturkey A,rar,vialfrO, Us, Approved far Use Impact oasoiclo Evaluation Report from I I " Product Moral. Number pr Name Product Iterwriptic Contract E-I,.ti.o Data In HVHZ Outside HVKZ Realsibnt Pmearma Thatch &amp: Impact "" Product tt!:t:�r N-1 Product p ... nation QUILIaL12114311211.12A1111 In HVHZ outside HVHZ Resistant Pr,, - a Florida Registered I Dack-Airl DA-4 w-TRI-Built D-k-Aii, DA-4 L- Profile PdyrpnrpyI-e Plastic Rod Vert l2fW2025 No Y_ NO ,@? 51-97-5 17 See,ory 600 - State. SrakaAarnp: Split Sh.k. Fiat Profile - Stockton, CA 12i3112020 No Yes N/A NA 1 20 Gag. Storm PaR,ds1HVHZ Corrugated G.1-1i St..] Storm P.noan,t.ir�d 12/31/2023 Yes Yes Yes N;A Architect or a Licensed MkicharicallyAttordhed to PViuied Deck 18 S-y 600 - Sleto Stoke Asti Split Sh.k. Fiat Profile - Rni,lti CA 12131,2020 No Yes N(A WA or not by tracks to p-Rd. h.mo.r. pochsoli- Florida Professional 15 Sourany 7W - $talk., slats "ri Split Sh.k. 20 S-RyTOO-81i 51.1.6.ornp: Split Snake Fiat Profil. -sx,tider. CA 12i3112020 No Yes NfA NJA Flat Profile- More, CA 12131(2020 No Yes NfA Ni 2 24 Gago 43�svamzaad StOld Storm PRnes?NHVHZ Canagatod(lialvarizad Steel Storm Panels retained 12(31/2023 No Yes ornotcytracks to proMile hurricane protection. Yes Ni Engineer 27 Tolts, E.p 19-Ion. High Preli Kary. TX 12131t2020 No yes RWA Ni 2B V11. Lm Prone - Katy, TX 12)31QO20 N. yes N/A NJA FL#5259-R31 Products Quality.ASSuram 6RRMYl:d_f0r Y.M &WMnd fpLi _ It pact rill assig 229.-A Product Model, Nurtak- or Nam Product Description Contract E2pirat'Jign In HVHZ outside HVIH Re-sistard Pres5upoe Dat. 1 Polyglass Roof Underlayments Rooring underlayments 1012112022 No Yes NJA 4Ni 1 Polygi Roof Undedaymnients (HVHi Pori roof underlaymentsfor use in FBC: 11212312023 Yes No NlA N/A Hi lurlsidictlorcs. 2 Pofyglass Roof Underlayments (norl Poli roof underlayments, for use in 12f2312023 No Yes N/A -MAI-622.5 F8C, norl jurisdictions. Florida Department of Business & Professional Regulation Page 1 al 1 Florida Department of Business & Professional Regulation P.Re I at Florida Deportment of Business & Professional Regulation Pace I cF1 I Podyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in FBG1212MO23 Yes No NIA N/A Building Codes and Standards V25=2 Building Codes and Standards i'7=1 Building Codes Standards Jurr021 HVHZJur.dIci and 2 Polygass Roof Underlayments (nw-HVH4 Polyglass roof underlayments, for use in 1121f23i2023 No Yes NJA -NJAI622�5 Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail FIRC non-HVHZ jurisdictions. I Polyglass Roof Undelayntents (HVHZ) Poli roof underlayments for use in FBC11212MO23 Yes HVIFIZjunsdictions. No NIA NIA 11 ,I , 3Vsl, -1-1 I nm a �"l I ......... . . . . g st 1 "St-W gi , " --- , "N"M I -, 1� , ir��" -"'rr��-"'r �F"" 'v , - i 2 Polygi Roof Underlayments, (norl Poli roof underlayments, for use In 11212MC23 No Yes NIA -NiK-622 5 00410 . , '. . , i Entity or 2i Date DOW Pending Data code 1, I ..' - DrAlty or Date Dart Date partition Date 'Ode Entity 0 Date Dal Q Data P.uldi .' �� . I Z1111", , , Oat- , rr FBC nan-HVHZ jurisdictions. Type Version Manufacturer cionta.t Engineer & License Validated Validated Submitted FISCApproval Approved 'Status Tvo. V,rW.n M ... lzrcaurn, Contact Ena... & License Validated Validated Submitted FEWCAllifir-I Aregra"d EitL& T". V-1turt Manufacturer Contact Erall..., III Llc.glp, Validated Be Validated 5olurvillpea FSC Airponaill Arma-d Status 1 Polyglass Roof Undledayments �HVHZ) Prolyglass roof underlayments for use In FDC1IX2Xi Yes No NA NJA Revision 2020 All American Shutters and Glass Mk. Barbieri Frank L. Ben nordo, R E Troy Bish.p, P. E. 1012812020 1011 W2020 11YO512020 1211612020 Apircoall Roml,lon 2020 Alpine Stii.d L-Is [CC Evaluation a-l-, i William M. R.hisai, PS l0f3112020 i CV2212020 1 IA512020 1145n021) Approved R".I.R 2D20 Commordal Concrete Procuels,Inc. Rcoa't With, $omuel A. Greenberg John Hoy 1211wozo 12116,2020 IZ29,2020 org FBG Apprr, li jurisdictions. Cai Shutters (561) 712-9582 PE-0046549 (954) 947-0880 Cat,eaur: Structural Components (321) 710-3377 (407) 681-1917 Category: stradi Components (sl S) SU-370? PE-34245 (36Z 588-5311 2 Polyglass Roof lunderlayments �horl Polyglass roof underlaymerift, for use In 121212023 No Yes Ni -Ni SubCategi Storm Panels mikel,gallamericarelcutle S.bc.t.ss.ry. Tnuus Pleass ,1..INQslPne4t,,O.m Subcategory. Products Introduced as a Rosilt at pn,sRstgla1.N@y.hc- FRO non-HVRZ jurisdictions, Compliance Method: Evaluation Reportfroma recitm Compliance Method; E,au.tii Report from . N-T.0ti Florida Registered Architect are Licerwol Fiords Product Eve[Wim Entity COMPIaR00 Method: Evaluation Report from a Professional Engineer Fluid. RagiatereclAr.hitacter . Licensed Meddle "lillig-R7 Prod- Professional Engineer FIX 7669-R3 Products Quallity A.aurano. Api for Usa AW,,-d far Us, laroad 0-1i ful"774.1p6larod Quality Assy ratio ApprovedforUse AppiovedforUs Impact Design $as[ 9 Product Model, uumper 0; Nam Prettier testurl contract EXDWJMN P410 1, KVHZ oulaid."YK liesishme Pressure Sag Product Model, Number-Nard. Product Description Contract E.phratico. Oat. in HVKZ Outside HVHZ Resistant Pressure 1 ITW 13CG/Alini.e Higher Strength tH &Rnp: ts� War Connector Plot. 12/51/2024 Yes Yes N/A NIA Cutilite Ascur-ance ApoRmnelf-Use, AR,r,e,d for Ins, knoact Deal - I 24ga Gal-m-al Steel Storm Panel. 24go Galvanized Steel Storm Panels 12f3IR2022 Yes Yes Y- NuA 2 ITW 3CGApfiRa Hli Plate Wier ConnectorPilue 1213112024 Yes Y. NrA NIA Set" Prodi Model, flurriber oir Maw Prodmt Description Corturael Emiratim Date in HVHZ outside HV Resistant pm$una 3 ITW BCGIAJWRR T.I. Metal Connector Plate 12J3112024 Y. Y. NIA NIA 1 Quality Precast or commercial Concrete Products Plecast and prestressed Concrete Lintals 05t25=4 No yes N/A RVA 4 ITW BCGrAlli We. Metal Connector PI.I. i2/3112024 Yes Y. NIA R[A - . Fli Department of Business & Professional Regulation Pages of2 I Florida Department of Business & Professional Regulation Pegs i ot 1 Florida Department of Business & Professional Regulation Page 1 cl`2 Building Codes and standards 3il Building Codes and Standards 61140021 Building Codes anti Standards 91211U2021 PrordtiCtApproyal Application Detail Product Approval Application Detail Product Approval Application Detail �, - . - 1, - .1 � __ - � 11 " - I � _R .. , - .. - , " - _ --- 1� Cod, EnW or Dat. Data Date piandia. Date Cast. Main, or DRA a sure sale Pending 292 Cod. Entity R& Dal I Data Perrino Dal. TYI- Version Manufacturer Ccant.d F'Rol- & i Wffdg.d By Validated Suldinfidki FOC AW-1 Approved Status Type Version M,Wad,- contact Enuminsr & License Validated By Validated Submitted FOC A,,m,l Anvil sell 7- Version Monal,dumer Contact Erallnsei Lic-, Validated Sv Validated Submitted FOC Approval A- stedure R.,Asl.R 2020 MITa,k Inc. Eirl.wad- ICC Evaluation S&s. LLC ICC E-1-h- G.rvic., OID3,2023 1 WW2072 C110312023 Approued Revision 20�O Weyerhaeuser Rob Baldwin ICC Evaluation Smice, LLC Ion Lehrer, P. E. 02102)2D21 10113J2020 D210312021 Approved Afirmstion 2020 AphraA,unninuar, Inc, Joel, srva Luis R. Lomas Steven M, U,kh, PE 11115,r2020 11116al)20 1112C/2020 App-d Category! stmulturcl Cdmpnt� k962) 863-8605 LLC. Category: sur-cctu'al 'winponervit, (253) 824-6476 (61)(1) 63e-3288 Cst.go,y: Panel Were f4011509-20011 PE-62c14 (71 n 317-8454 S.K.t.gery, Tru. Ph,res, o.oldengirnfi- f2O5) 599-9800 S,bCategury; Engra-d Lumbar R.b�rI,Iusid,4mP,,,ays,h. gary: Suli Soft, aliphs.lusnrunurrnnc�sh. Compliance Method: Evaluation Report from a Compliance Method: E�lsdatlon Repert from a .cs.r.- Compliance Method: Evaluation Report firm a c-on Proclost E.W.Hern Emily Product Evaluation Entity Florida RogleanodAn,hiraeat or . Licensed Force F L*2117.ltl 0 Products FIL48527-IR11 Products Profs,earat Engineer Q,uslity A-rans, Aidanived f- use Aronareird far Us, Impact Deal- Quality AssiganPi Approved for Use Asoprowd for use IRE" 12221211 FL010544-10 feredill 181A product Model, Number or Nam product Desamari Cwt-4 E.Wnui Data in 14VHZ Outside HVH Resistant preas- Sao 9 product Model. Mul Nam ProdW Deacrolk, C-ti-sitt Expiration Der, in KV Outside 14VH Realabitit Pro ... Re Quality Assurance Appro�d for Us, Approved for U. Impact Design I M18AHS i 6 ga, high strength truss ocrurecter plate 12131r2024 yes yes NIA NIA 1 Mic.11- LVL I-smin.tard Von.., Lurnhar 03r31z2023 No vs. Nak NfA aggA Product Model, niumber or Home prudoct U-notice, owd-A ft.ur,ition Data ni NV4Z outside HVIHZ Restaurant Pressure 2 M18SHS 18 ga, super high strength truss conneclorplarle, 1201,2024 Yes Yes NIA NIA 2 P-lier, PSL � Timb.rStnnrd L$L P ... 11.1 Stramd Lumber 0313U2023 No Yes N/A NA Laminated Strand Lumber DY31n(323 No Yes NIA NIA I Alpha Aluminum Solid "mi Vented Akiminum soffit' Allot a Aluminum Solid &amp�Vertad AurninUm G?73=023 No Y.R No NfA 3 4 Mil 16 M718HS 18 go. trussocansporplate IW31=24 18 gl high strength truss connector plate 1 V31 �2024 yes Yes yes Yes NtA NIA N NJA 4 TJ Rim Board Sln,d.ral Ccmp-k. L-los, or Cranted Sto,nnf 03l3112023 No Y. NIA NIA CMIJ Ump; Wood S.'fly Clau 9.emp: Would 5 MT20HS 20 g., high strength tra. con,actor plate 1W31,2024 Yes ya, NIA N)A 5 Wayarlh-c- Rim Board board Rim Board 0rionced Susind Board Rim Board 0W31/2023 No Y. N/A NIA 6 71-la. Wi8 i8go �sccconocluorplatav, 12131=24 Yo. Ycc NIA I'VA 7 TI-20; M720 20,9.. truss donned.,pl.tas 12131,t2024 Yes Yes NIA NA 1 . � March 6, 2023 -1-0 (1) (1) = 1 _0 2 — Co > 0 (1) = .4., -4.- 0 =3 _0 a) a) L_ CL CD_ = 0 0 " = . — 0') M -i 0 70 a) - a- __ 112i 'Fn = W =3 -0 M 0 - M -0 '= .�o = 0 = 0 5- —C:) = �2 (D 3: M = 0 .0 _i CIO U_ 111-41— 0 — CIO > (n (n . - 0 Cn " .4., C113 " C:)- ca. r �— CU -0 40 = — _i C/) < t 4 Z Z W mi U) L. a) E 111 =3 0 0 C_ Cn � M CIO > 0 > L_ CD- 0 CL < " 4--i 0 =3 0 0 < " 0— a) U) -+--a C.) CC M :3 < -0 Cl- i..- 0 LM L. LU :2 < C = (1) Z __J Z < _J 0- ' SHEET NO. 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Wrin, PE, LLC UIM412102D OW1402020 071221= App-.d (3) Colossi WnI Ro4troon MonUf$CWMrA$MIAOR CHUCK FiNinsealing oilwilloripwriow" RokInsion ManU%CUCIAWWletlW (661)62U455 Cooper. Windows RD41noDn CHOCK Engineering 0"ory.vilmdows Roloinson, PE."135 (WI)625-6455 -Ill GodoMesiderr. SI Hung (641) 821-80M (581)421-ooz, 410C.1soarve Single Hung (641)tRI-saw oubcoftgwr. Flood (6411 HIM -50M (551)4li b0o"wil Find :"mplis� wi) 02140% CU -ca Fn 0"%PI4asw Method: Cordial Marxer Llong P "'Productop;>Welsols 0ampliewill, Method: Otedici4on Morkor Using polloprc4L-*PP"R§P* compliance Method: GArIlWon Mark or 1.4ning peapprc4ugmppmvagpe Method: Eialluallon ReI from a PolloprodUalopproveape, lie.com 141 lie -cam HI RegIslamod Arohlied or a I-Wersaxi Berea IsLoom ZLELIMU922mdmwa fudioLiaLemdimk FLOSIMai2 Produces Pro *rs] Engineer FIL0,11621111,1114firadiew 0 -0 Awl Poshest MI Number allegot Goolit,illsousteres, Producillowift Cantineet Exprialob Aialinried for Use III Awnewd for Usy Cuisilds HVN loom DW Realms" Press, Product Model. Number PhydoolDworlatior, ContheitExeimlooDow aaammlhKlu A,,,rAdfU- immw DINO N gwaidLm-vHz 11whirloat Preaw ahki Paillost Model. Mumby-or My" nouLAME=m Pad," Dowdodar, Ca*tbUFobst6nDM AggissoLftlud, in Ad,-,d For Li- outside 140Z lommm R"kto Rod= PAW, Geoft An Ap=,,,d he it. Approved he U 0 gets aw eirliers, 4wo 9 Protest N*dvl. Number timelisalloolootion, Cwtwt 11.0iroll" Oft In KVHz outside HIRAI I Piewwo 1 Series 100 High Performaree Single Hung Mail Single Hung Window (4? x 72-) 01141702(12T N. YIN, Me '50ito Palo 10 Series single Hung Window 3r xW Vinyl N�Imewt single Hung Window ISM24022 No Yes Ne 440�-O 1 gorloll)MI), 2 Vinyl used window (W X 7Ti UT11&2022 No Yin yes No 125L25 WNW" 1 Yes NIA 0 LL 2 Sol- 1CU20 High Farlormanoo Singer Hung V1rrA High Fortormance Miss; Hung TWr 014211=7 NO yes NO .60I.S) 2 Polio 10 Sense Single Hung Window 54'. W Vinyl Non-mI Single Hung Window 07MO12022 No yes No �45146 weel(Ime May! read window Vor . 11,11) 03,06,12W2 No No +26120 10FArl-Flamili 10 Series 112'Forge, Flmd WIndm W230031 Vw :-� 3 C.m;,*%W7TxM1r2'l a Polio 103whis Siqla Hung Window, 54'. Or Viro Non-InTed SIMI. Hung WVkKI- 03"(0912022 No ves No +15IN-90 No Yin N" '50'roi a Swiss i(Y2111 Viny! Flood Wkide. 11111191 DIYI&2022 No yes No +601 +_ 0 CU > Sal" 10120 Single Ii Virry! 911 Hung TneeComposloVilon r72-) 015121:27 No Yes No +413�410 4 Pau 10 Berl" Single Hung Window 4rx73* Mnyl Non�lmps*i Single Hung Window DY10902C12 FLMS&Ris Pftdtoft 0 cn 4 Se"1_1012118inglieftril; Virryl Single Hung Triple r�mpmft(10r z5I 0003112027 NO Y03 RD +35i,� 5 Palo 10 Series SINte Hung Window 3rxer %Aryl Non-limilwit Single Hung Window =2=2 No Y. No +551.55 E 0 5 UsinselQ120SIngI.Hurg VII Single Hung 1WIn Composes (96.5' xall.r 004130027 No yes No +36�35 0 Pau IS Seri" Single Hung Wmdw 3Vx7riUIMyINa�IvdeI 14UM§Wh'WM 071OW022 No Yin me +1101-001 Va. No Gamillardies Awrowal fir Us, Awhowd W U laom Domm zz 11 .1 Sailes, 10120 al"gle "Urn VIrryl Single Hung IWIn Compoolle(72"x 6W) W104027 No YN W 'Sai.39 7 ftW 10 Series, single Hung Wndi 62-1ff x OD"Anyl Nom-Impeot "* Hung Window 110MV2023 No IVY439 jmi Phodoin Model. N Umber a, Name FirvidoctDvarlathm Contract Fer"Instift, 21111 II Outside Hi pAidwent Pbmrs e (n SON04 Imoslingloli 45"I'loilgi2tairVII Vimil Single Hung T10 Cowgcsft VOW Y %Ir) 00,16t2027 01WIT120T 90 No yes Yin No 43&-35 No '35'M FL"60;!Rs Pm*xu 1 8.1 10120 VIM A meed window (or X T" (17j1ISI2024 No Ves No �2&45 - -C3 40 C:) swims 10120 Single, Hu N VII eINIe Hung Window (4r x 72-) Vinyl S IN Is H ung Window (4r x VII-117)i OWISUC127 NO Yin No 'iss,35 A,,,,,d Far uss 2 Series 10120 Vinyl III almdow VW x 61 UTI No 140 Yin Yes m No 12WQ5 +$also Cz W I 10 earn 1V20 8 ral* H u % VirrA 8 mg Is Hung Window JaW x agi 06109027 No Yes RD -36,36 Pftdg Model. Is Mower HAft amwkAmimm Ce strwit lovoindisguillat jigjolgiaMBLUts Lmod 2190 In NVH outaido likeishifit Ndow a Sort$ 10120 Vinyl FW Window (00'. 111 07h 5MO24 11 12 8.1-1=08ingle,HUN 861" I= alrelis HUN Vinyl 6 Ing Is Hung Window W x HI =1700" Virryl Single Hung Whom (W z 71 001 No No Yes yes No �3" No �35m Polls 10 Horse Single Hung Window 311' x 9(r Vinyl Nom.poot Single Hung Wirclow 051220203 No Y. No +401140 CL CZ) CZ. Cz 13 8drival(II2118INIbHurg VII 0 IN Is H ung TWIM Gornpimits 172'x 53-T) OW30027 No yes No .3&-35 2 a Peft 10 Serles Single Hung Window 64"x HIT Mmyl N*�Irnpeot Single hung Window 051139,02013 05MM023 No Yin NO �41111143 No Yes No �GQII cc; C.-j -M Ca C�4 14 is Is Series 100 Single Hung 8610610120arVICHUN Soma 1=0 arglo HUN OW102027 Viny Single Hung TWO 0ompwRe(K7x72-) W17=7 Vinyl 211 Hung -11.11 Composes, 172*. M 00(1&2027 NO No NO Yes ya Yes No �35135 No �35'35 No .4DAQ 4 5 PsI series Single HuNWnWow Pub 10 Series Single Hung Window Poll 10 Series Single Hung Widow 315' x 67 Vinyl Norimplaw single Hung Window OW212023 52-lffx IIII Noh�lmpedSlhgio Hung Window 1011702023 NO yes No +561-55 No Y.4 No +SPqo = W, cc C:, 17 Berlin 10120 SINIII, Hung %Anyl Food With Single Hung Flanhers (10ir 1721 1DMWG21 No Yin No 3" C= C14 Cz rwilae-Ftl3 products C, o" Ad .. It F, Use haammLbLum IM= Cz mat Product ",I. Number or Hill PhoduaDaverlation s Dab in Outside HVNZ Rewistaft Pross cul 0 1 2 100 6e,los �ThffnmM, or Eroo-possor Awil High Perlornrano"Iroo Hung VW HIM Performance afto H ving (47 x 72") (15417120T No Yes No 'BQ,50 130 Sol arrAwd High Vinyllifligh Parlemouroo Singer HunI 00110I No yes No �541'10 12, Perlormanoor alnillo Hung 5101 orThormselarorliIncompa arAvaiml Sings Ciompasoi, rPZ x 05-1 Q'i Vhs48hNIsHunaTA0o0orVwftV0Q`xM OW1&2027 No yes No +4%L40 3: Cj a) CLI cm a- Hung 1151 orThermaslararlinisompassurA�tIffilaft Hung MmAGirgleHumgTfiMoCa��(10rxS&31 0&2312027 N. Yea No +3" :I,, G CD Rodda Departinant of Business & Proillessional Regulation '"Isioll Florida Deltartinient of Business PriDlesslonal Reguistlon pop, I of I Rorlda Department of Business & Professional Rogulaboin eadelidit Building Codes and Standards 11IM002 Building Codes and Starxiards Building Codes and Standards Product Approval Application Detall Product Approval Application Detidl Product Approval Application Detail 921k Enlit, Deft D-b Dees P*,A.b Code 11401 Dam 0.1. Pass am Code EMv. DO OKO DOUPond. TV" Waal" costs E-dws.&ILiews. Validosed VAK0104 ab.Wtto FIGICAlesInntol Awnwal am" In* Yllaske ma,,hdtm 2,dwer A Libees, Valklobod Volidelled 8,11imitto FBCAow*,W Aggroned auto wonlio. 1114"llso." co E-okser, J, Limi-I Wik%"d wili Sabraiteol FIRCApprovid Aliono,,W BM- Alarmtkon 20M P648 Corporation Joe Hoyden, Sandi Window anc! Door James L Buckner, RE OT114120M 0Tt14GJcS3 0712W200 ApprDwd Allinninstion 20Z Pelis, Corpored" Joa Hoyden Bondi ftnan W. 5dworlor, P.E. T.E. Luna, PIE, LX 07t14jI 07M,420211 07=020 Approved Affirmado. 20M Pella comorellon joe, Hayden Bondi YVIniowendDreor "ores L B wckner, P.E. 071 OT11412020 CWMN2020 ApproUed colagerr.Wndows FlDolroorr Manuoiduserikesoohistion CRUCKIlinginsering cloodary. windows. looleirson PF,1,1135 (661) 62"4as ft"orr EAerlor Doori; Roblingion MainuilsoliurvAssoolatton COUCKE,gheedN adlicetworr. Hortionbal &Idar P411021-HOM (WI) 4114W awbCalsollary. Hortionle[SlIdeor eMl)121-6= SubCallosti aldmi; ExisnarDwAssombloo M41) 121 MM (551)4Dl-N27 ompliI Method: Coillecdon Mork or Using Polloprodualworevaltipe woolkess, Mallsigh E�Iuuollom Reperl I a ;ralloprodualapproas0p. C."llows, Mdld: r-Mickon Marker Using pefloorod-olapp-low I.... Florida Reglitared Arohliect or a Lisensedi Florida Woorn "11614o Piodues ProftworldErfliniser Posdods AUwd F, Uss Anoraftill For use IM= 2190 DoMMANIUM Ausenevid flor Us, Aggrieved For J IM" 200 Awl PmdL%t Model. Number W Nag ProdwiDwardatil - WIN Culoida NO Reelotat Press. goodarAn Alainghell her Us. Aoffine"d For U 1. Dl*gb me" Pmdd Model. MuneW At Neeft PtodoolDwariatlied CootrobtrixelvillanDift In HVH outomb W" Reshrom Pews,,* I eares 10120 Sliding Window V-A elift Window (0)(000D. 02110274112 No Yes Me 130"M 8"2 Product Made]. Number ., Nw, Prodw1D@wrIo1l mHVH OLIN" Phislose" Phase 1 Sew 10=25 Boeing Gi- Door Vinhl 2,Parel "Wr 511ding Ghow, Door (W x W) 110=1 No Yes No .251-26 2 Swift 1010 Sliding Window VInI Sliding INII PX *rX0. 73AII21.36') OW8002: No ves No .36,35 1 SwissIOSIWININInclas Bad" 10 wrell Flanged silaing Windows 00,2511 No yes No NIA 2 Samoa 10,20025 Siding Glm Door Viny! Single Panel Find 10' Door (Ndelft, 34-1 &16' =11I No Yw No 1315I.SS a Bonn 10= Sliding WII VII E Ilding Window �KM 108' x 50") 03270023 No yes No '30i'v .111I 4 sorml,00911dingWirdow Vinyl 8 king Window Mo(, 1088 x SVI 0=7i=3 74. Y. Ift 136139 a series 10120*6 Hailing Glass Door Vinyl 24-amel 'Q)r Widing Slow DOW (?Z x al 100OW2021 No YIN, No 35135 4 Sees 10120125 Siding Glaw Door VW single Ponal Fixed 608 Door ($WIW 47-1 ff, x QW2612G22 No Yin r1b 12510 wiw) LUMBA96emim QVWIIyAw Aieso"d Fee Us. Aileft"d For U lftow Osoi- ase Is Prided Model. IlUmbor or N- PddDmAoU- InHyliz 0,I HVHZ MwIshoot Peoweem 1 Sores 150 or Friom pow orAvoill 81 ding Glow Door VII 24aft T)r 8 king Glass Door M&I IT x OW240201 m, yes No +211 gi 2 Series 130 or Eno-poss A-nti 81 WIN Glow Door Vinyl Sings, P-1 F Id 'O'Dow (Sidleflie, S%-1 FF x 02MWO32 NO Yin No 4111,41(1 41-112') a Sew 130 or rroderows orAvarril SWIN Gless Doe, Virryl 2-Parel I= Sl WIN Gless, Door (77 . &2'� 0901 No yes No .36"15 4 Beries 190 or Enwm Pow or Avant 61 WIN Glow Door Vinyl Single Pshel FII 'O'Door Sideft 47-1re x 02111Y202 No Yes No �25125 FM44I P"dwas, Giftifter An Aueorthed For Ile, operated! For U imm Coodhe" Product Model, Mumber or Nemo Contem Rellindil aft 1, HVIR outside WHZ lbildeleat Pvftb, Sam 1 SO or Encompass orAverill 81 WIN Glass Door VII 2-Ponel *C)r 81 loins Blow Door (9610:2"k IISI No Yes Me -251 W112-) 2 Sol- 190 or Ersem"m orAwleng 131WIN Olass Doo, Vinyl H INI. Panal RI 'C'Dwr (SMI Its, 3&12'x 0211(1 NO Yet No +4QL40 IiII-1a.) S soma 150 of E. W pass orAYSI Siding Gloss, Door Vinyl 24-irrief VX1 SI IdDV Goals Door ar v 82-) OW4=2 No yes No �Sa_kq 4 Bad- 1110 or E-pow ar,A�rtl 31 ding Ohm Door Vinyl 311 Panel Fixed"C'Door(Skiellis, 47-12'x 0211161 NO yes No .20-25 CL CL 0 0 < U) _11MMMMMMP C13 L) 00 < 0 LM W 72 < Z z SHEET NO. March 6, 2023 PA lo T ___ ___ __ __ __ - - - ___ - - __ - I l I 1 11 1 111 1 , I 111 11 '111 111�141;diqtl I j1d 11 if I I I � I �, I - I _� I -, - I I I I 1 71 1 - F--- -- I (3) > FF. 0 0 I EM= Simpson Strong -Tie 2020 FBC Approved Products M Updated 12MI'2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 In- Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 0 C= For direct links to all SST approvals fisted below: CLICK HERE For direct links to all SST approvals listed below, CLICK HERE Per direct links to all S81rapprovels listed below: CLICK HERE For direct links to all SST approvals listed below, CLICK HERE CU -0 For additional information regarding Florida's Statewide Product Approval System and Viarrio-Dade County Notice of Acceptance INCA), QUCK HERE� 111-11ation regarding Florida'saAlewlde Product Approval System and Marril-Dado C2�nty Notice of Acceptance INCA). CLICK HERE. information regarding Florida's Statewide Product Approval System and Miarrm-Dade County Notice ofAcoelptance INCA). JhQMHWqE� For additional information regarding Florda'saalrewide Product Approval System and Maml-Dede County Notice of Acceptance INCA). C ICK HERF. (3) 0 +- U) -4-0 FL#235�-117 FL#10446-RG FL#i006-R5 11 HUS. HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- =3 C/) 9fl6" and heights ranging from 4-5f16'to 11". Concealed flange -0 Sea# Product Model. Number or Name Product Description Sea # Product Model, Num ber or Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equal to or 0L_ I Titan Stainless Steel Concrete & Masonry Screw (T7N-SS) 114" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A54. A35, A44 Angles I ST,BTB.BTH BrickTies greater than 3-9/16". 0 (3) 2 APA21, APA4. APAS, APVA21, APVA4, APVA6 Outdoor Accents Angl[as 2 CMST12� CMST14, CMSTC18 Coiled Straps 12 IU S series he rigers Face -mount hangers available in widths ranging from 1-7/8"to 3- o- 5;: 3 APB44, APB44R, APV665, APBOOR, APS88, APB88R, AP61010, AP13101013, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18. C520, C522 Coiled Straps 5M" and heights ranging from 9-1X' to 16". 0 t-_ - - FL#9589-RO APVB44R, APVB65. APVB66R, APVE8S, APVB88R, APV[3101C, APVB1O1 OR 4 CSHPIS, CSHP20 Coiled Straps 13 LGU3.25-SDS� LGU3.63-SDS, LGU5 25-SDS Face -mount hangers 0 4 APDJTZ-4, APDJT2R-4. APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVIDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers C11-i 0 U) > §1" Product Model. Number or Name Product Description APVDJT2R-6 6 r)SP, SSP� TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers 4:::s E 0 1 SID1101 12DBB Outdoor Accents Connector Screw 5 APHIH413, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, 1110A, 1-12,15A, HS, H6, H7Z, H16, H16S, H15-2. H15-25 HurricaneTies 16 LUS series hangers Face -mount hangers available in widths raingingfrom 11-0116'10N C/) L_ (3) 2 SD91 12, SD9212, SOI 0112, S01 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APV76 Outdoor Accents L and 7 Bearn-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-1 5il 6" 11-0 3 SD9112SS. SD9212SS Sircing-Drive SO Connector SS Screw 7 APLH241 APLH24R. APLH26. APLH26R, APLH210, APLH21OR Outdoor Accents Light Hargers 9 H624 HuvicamoTie 17 MOU3.63-SDS, MGU6.25-50S, MGU6.62-SDS, MGU7.OQ-SDS Face -mount hangers CZ M '02 42 L 4 SDCF22434. SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014. S 'trong-DrveSDCPTimber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HS82-SDS1.5. HSS2-2-SD83, HSS2-3-SDS3. HSS4-SDS3 Heavy Stud Shoo 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- _0 < SDCF221134, SE)CF221334. SDCF271958: SE)CF272356 9 C9T2Z CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5 HST6 Straight Straps 1/8" and heights ranging from 6-151'16" IID 19-112". 5 SDCP22434, SDCP22512. SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z. CJT5Z, CJT6Z Concealed Joist Ties 12 HT816, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Strap 19 MUS2& MUS28 Face -mount hangers SDCP221 I 00� SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ. HTS020KTZ Heavy Twat Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face-mourt hangers available inwidths ranging trom 1 ) 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Sirong-Drive SDHR Combo4lead Screw 12 DS OTV Wall Stop 14 LFTA Light Floor Tie Anchor 918" to 3-9116" and heights ranging from 3-1/16" to 13-314" 7 SDS25112. SD825134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy-Durty Connector Screw 13 FC4.FCS Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Corcoaled flange version (SURC, SULC) available for all double (D SDS25500: SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI4g, LST173 Straight Straps 2X and 4X models; on ly acurte flarge is concealed. a SDS251128S, SDS252OOSS, SDS25212SS, SOE2530OSS. SDS25312SS SiForg-Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2 5T; H8, HlOA-2, HI CS, H14, HGA10 HurricanoTles 18 LTS12, LT816, LTS18, LTS20 Light TwIstStralp W and heights ranging from 2-518"to 11-1/4". Cj CL C C= 17 HCJTZ Heavy Concealed Joist Tie 15) MGT Medium GirderTiedown 0 C, IS HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FI-010007-RS 19 KBS1Z Knee -Brace Stabilizer 21 USTAgr MSTA,12� MSTA16. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps FL#10667�R(i 20 1-50,1_50,11-70,LgO Angles 22 MSTC28, MSTC40, MSTC62. MSTC66, MSTC78 Straight Straps -cc 4 1W Product Model, Numberor Name Product Descal 21 LCE4 Post Cap 23 US7C48133, MS7C88B3 Pre -Bent Straps Sea 9 Product Model, Number or Name Product Descrilotion 3: I ATR318, AT R112, ATR5/8, ATR314 Threaded Rods 22 LS30,LS5O,LS70,LS9Q SRewable Angles 24 M5TI26 MSTI36, MST148. MSTISO. MST172 Straight Straps 1 BA series hangers Top flange hangers available in welths ranging from 1- 16" a) CL 2 ATUD',ATUDO-2,ATUD9,ATU09-2,A7UDMrATUD14,ATUE)14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS121 MTS18, MTS18, MTS20, M7S24C, M7S30, MTS30C Medium TwistStrap 118" and heights ranging from 7-118" to 30" CD CD 3 4 OP318-2, BP1/2, 6PI12-3, BP5/8-2, BP5/8-3� BP3f4, BPW4-3, BPRTUD3-4 CNVV318. CNW112, CNW518, CNIW314, CNW518-112, CNW3/4-518 bearing Plates Coupler Nuts 24 25 LSSJ26LZ, _SSJ20RZ, LSSJ26LZ, LSSJ28RZ, LSSJ21OLZ, LS,5J21ORZ LSSRI 81, LSSR2.1, LS8R2.37, LSSR2.56, LSSR210-2, LSSR4110 Field Adjustable Jack Hanger Field Adjustable Slopeablia'Skewable Hanger 26 27 NCA2x1O-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 RCWB12. RCWB14 Bridging Wall Bracing 2 DGBF series hangers Top flange hangers available in wdths rangi g from 3-516" t n 118" and heights ranging from 9-14' to 24", C= Q . Bt cc 5 CTUD55, CTUD65, CTUD6(3. CTUD76, CTUD76, CTUL)-(7r CTUD872 CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4,LTP5 Tie Plates 28 RPS18r RPS221 RPS28 Repair Plate Strap 3 OGF series hangers Top flange hangers available in wdt�a ranging from I -1t2't Z CTUD98, CTUD99 27 ML23Z, MI-242, ML282, ML28Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8"and heights ranging from 7-V4` to 24" i� CD C= . 6 N3. N4, N5, N6 Heavy Hex Nuts 28 MUH8 RoofTie-Down 30 SPI, SP2. SP4: SPO. SPS stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- ca 7 RTUD3, RTUD3Br RTUD4, RTUD4B: RTU05: RTUD6, RTUD7, RTUD6 Ralicheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHa Heavy Stud Plate To 518" and heights ranging from 9-1/4" ta 24" JIM 8 TUD9, TUD 10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MIALU12111, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.51 SS3, SS4.5 Slud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 8- 9 TUVV38 Take -Up Washer 31 RBG.RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122,ST21 15. ST2215, ST6215, ST6224,ST6236 Straight Straps 716" and heights ranging from 1 1"to 32-112". 10 URS3 318" Uplift Red Run Toeclown System 32 RST-3 RoofTie-Down 34 TB20. TB27, T830: T1336, TB42, TB48. TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedoon System 33 RTC227, RTC42. RTC-2Z. RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 3Z'. 12 URS5 518" Uplift Rod Run Taclown System 34 STC.STCT,DTC.HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiecovw 7 GLS series hangers Saddle hangers available, in witiths ranging from 3-114�'to 6-70" is URSO 3M" Uplift Rod Run Tieclown System 35 TJC37, TJC57 Truss Jack Clips 37 WB1 00� WS106C, WBI 26, WBI 26C, WS1 43C Wall Bracing and heights ranging from 8-1f2" to 28"_ 35 ZZ Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/3" and heights ranging from I I" to 32". FL#10441-R6 FL#10531-RO 9 HB series hangers Top flange hangers available in widths ranging from 1 -9115" to 7- FL#10447-RS 112" and heights ranging from S" to 30" Sea # Product Model, Number or Name Product Description §91A Product Model, Number or Name Procluct Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to S-75" 1 DTT2 Hold-down Seg # Product Model, Number or Name Product Description I CD112376.5, C131-12.37x7.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112'to 2W. 2 HDC1 014, HOC1 0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 OU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers avallable in widths ranging from 3-114" to 5- 3 141)08� HHDO11, HHD014 Hold-down 2 DSC2FZ-SDS3, DSC2L-SDSS, [)SC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1 -9118" to 3-9118" and heights 7/8" and heights ranging from 7-112'to 32" 4 HOU2, HDU4 HDU5, HOU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-1,5116"_ 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114:'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81. HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SI)S, HGU5.25.SDS. HGU5.50-SL)S, HGU5.62-SDS, HGU7.00-SDS, HGU7 25- Face -mount hangers 1/8" and heights ranging from 14" to 33", 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC5,2513.25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SOS, HGU9.00-SOS 13 HIT series hangers Top flange hangers available in writhe ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 FIGUS series hangers Face -mount hangers available in \Moths ranging from 1-5/8" to 7- 9/16" and heights ranging from 18" to 26". 8 MPA132, MRA144 Sbap-style purlin anchor a HRC1.81, HRC22 Hip Ridge Connector 3M" and heights ranging from 5-5116�'to 12-718". 14 HUSTF series hangers Top frangejoist hangers available in widths ranging from 3-1/8"to 9 PA1 8, PA23, PA28. PA35: PA51, PA68 Strap -We purlin anchor 7 LRU26, LRU28. LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5,62-SDS, HHGIJ7 00-SDS. HHGU7.25-SDS, Face -mount hangers 3-9M 3" and heights ranging from 5-318" to 13-1/8". 10 PAI18, FA123. PA128. PAi35 Strap-sl�6e purlin anchor 6 LSU26, LSSU28. LSSU210 Light Sloceable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9115" to 5- 11 STHD10. STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210-2, HHUS415, HHUS48, HHUS41 0, HHUS5-5011 0, Fare -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHDI 4, STHD1 4RJ Strap -style hold-down 10 TC24. TC26� TC28 Truss Clip HHUST25flD version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HISURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426. THA422-2, THA428-2 IfS" to 5-1f8" and heights ranging from 4-314" to 15-3f4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.06122, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 AdjustableTruss Hanger Sized for I -Joist; Concealed flange version (HSURC, HSULC) available for all If'S" and heights ranging from 5-3/8"to 28". 13 THAL422, THAR422 Si�avvocl Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangeris Top flange hangers available in wdths ranging from 1 -5116" to 7- 14 THJA26. LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU2$-2, HTU210-2 Face -mount hangers If2" and heights ranging from 5-316" to 32"� 15 THJM2-4-SDS3, THJM2-5-SDS5, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC serles hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-76" to 19-1/4"- Concealed flange 5fS" and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal t!o or 19 Ja series hangers Top flange hangers available in width of 1-0116" and heights is VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7-14'. 10 HUCQ1,8119-SDS, HUCOI.81111-SDS, HUCQ210-2-SDS, HLJCQ210-3-SDS, HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in vAdth of 1-9/16" and heights SIDS, HUCQ410-SOS, HUC0412-SDS, HUCQ5.25,'g-SDS, HUCQ5.25111-SDS, HLIC0610- ranging from 9-31113" to 13-1f8" SIDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1Y3012020 MM-To M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012C,20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SW approvals listed below CLICK HE -RE For direct links to all -SST approvals isled belawl CLICK HERE C= For direct links to ell SaT approvals listed below, CLICK HER om For direct links to all -SST approvals Ned belcrv. CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mian-Dade County Notice of Acceptance INCA), Q&&1JgU. For additional information regarding Florida's Statewide Product Approval System an d Mami-Dede County Notice of Acceptance (NOA), rQ�. For addidonal information regarding Florida's -Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA), �'j�, For additional information regarding Florida's Statewide Product Approval System and Marrit-Uade County Notice of AccepLance INOA), Q1Q&h 21 LB series hangars Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 SILEM1,56, SILBVI,81 , SILBV2,06. SILBV2.37, SILBV2r56, S/LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorflar concrete ranging from 5-3fB" to 15-118", SfLBV3.56, S&BV&62. SILBV4.06- &LBV4.12, VLBV4 28, SILBV4.76 SILFIV5.50 6 Strong -%it 2 (ST62, STS24SS, STS2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LEAZ series hangers Top flange hangers available in width of 1-9116" and heights Seg X Product Model. Num I)er or Nam Product Desorintlon 19 SfLTT2Q, SfDTT2Z, S/HTT14. HTT4. HTT5 Holdowns steeland Types 304 and 316 stainless steel ranging from 9-3118" to 13-118" 1 HHUS210-3 HHUS210-4 Joist "riger 20 SiMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in WdOis ranging from 3-1/4" to 0- 2 HRSQ HIRS8, HRS12 Step Ties 21 SP4,SP6 Stud Plate Ties avallable with hex head in carbon steel and Types 304 and 316 7M" and heights ranging from 9" to 33-112" 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP� OSP, TSP Stud Plate Ties stainless steel. or with countersunk head in carbon steel and 24 MEG5. MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 6- 4 THGB2, THGB5, THGEH2, THGBH3. THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9"to 32-1/2" 5 THG02-SDS3, THGQ3-8OS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HID Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3. THGW3-4. THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH. THDB37158RH: THD37212RH, Titen HID Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFOS, PFQS8 series hangers Top flange hangers available in width ofl-9116" and heights 10 Wedge -All (VVA) Wedge -All Anchorfof masonry ranging from 3-3/8" to 7-V8". FL#11473-R5 FL#13904-R5 (D 27 26 RR W` series hangers Ridge rafter connector Top flange hangers available in wdths ranging from 1-9116" to 7- Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RO 113" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.62-SDSHDG, CCQM4.62-SIDSHDG, CCOMS.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SDSG, CCTQMS-50-SDSG, CCCQM3.62-SDSG. CCCQM4 62-SOSG, Sea # Product Model, Num ber or Name Product Descriation 3 H16, HIBS, H18-2, H16-2S HurricaneTe CGCQM5.50-SDSG 1 AT-XF1 AT-XP High -Strength Acrylic; Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT. ECCLOM5-50G-K-r. ECCLLQM03.6r2G-KT. Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLl_QMD4.I32G-KT, ECCLLQMD5.5OG-KT. ECCLRQMI)3.62G-KT, ECCLROMD4.82G- 3 SET-XP SET,XPHigh-Strength Epoxy Adhesive for masonry Sen # Product Model, Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQrAD5.5QC3-KT 4 Strong -Bolt 2 (ST82) Strong-Scift2VIedge Anchorfor masonry I ABA44, ABA44R, ABA46, ABA46R: ABA56, ABA66R Adjustable Post Base 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.100, HGUM7 25, HIGUM9,00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABIJ44, ABU44R, ABU46. ABU46R. ABU5.5. ABL15-6. ABU65, ABU66, ABU66R. ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4.SDS3 GirderTiedown 4 LGUM26-2, LGUM26-3. LGUM26A, LGUM28-2. UGUM28-3, LGUM28-4. LGUM210-2. Masonry Boom Hangers 6 Titen HD (THD-H4SS. THD-H6SS, THD�CS6SS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 (D ABUSSR, A'U"": AEU1'1'Rr ABU1212, ABU1212R 9 UTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46; LGUM48. LGLJM410 or 316 stainless steelvvirth hex head, and 316 stainless steel Wth 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66PZ, ABV17-7 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MS7AM24, MSTAM3B, MSTCM40, MSTCM0O Embedded Truss Anchor Strap Tie for Masonry 5 M6HA3_12J9 25, MBHA3.12JI 1.25, MEHA3.56f7 25, MeHA3.56)9.25. MBHA3.50il 1-251 MBHA3-56/11.88, MBHA3.5&14, MBIHA3.56A6, MBHA3.56)18, MBHA5.5Cf7.25, Mai Top Flange Beam Hangers 7 7iten Turbo (TNT) countersunk head, Titen Turba ScrewArchorfor concrete orma*onry U) 5 BC4, SC45, BC4R, BC6. BOER, BC8, BCS2-2/4. BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5_50J9.25, MBHA5.50111.25, MEHAS.50/11.88. MBHA5.50114, MBHA5 50118. 6 CB44, CB4(3, OS48, CB66, C1388 Embedded Column Base MBHA5.50fl 8 ICU 7 CBSQ44-SDS2. CBSQ45-SDS2. CBSQ6(5-SDS2, CB5Q88-SD52, CBSQ88-SOS2 Embedded Column Base 6 MBHU3,56/9.26, MSHU3,66111.25, MBHU3.5611 1,88, MBHU3.56114, MBH U3.56/16, Masonry Be -am Hangers FL#16937-R3 8 CC, ECO, ECCU Series Bolted column caps wft W1 ranging from 3-11A" to 9-1t2" and FL#111496-Rti MBHU3.56118, MBHU5.6019.25, MBHU5.50111.25, MBHU5.50111.88. MBHU5.60/14, > W2 ranging from 3-5f8" to 7-112" MEHI-15,50ri-16, MSHU5,50118 _§&ql Pracluct Model, Num ber or Nam Product Descrilotlon 0 9 CCQ-SDS2_5 7COQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4!'to 9-1/2" and Sw # Product Model, Numberor Name Product Detscription I X3421016-5Kt X`,S1D16,X1G1 0164K, X0181016, XQIBI 016-4K #10-16 Strong-DriveX Metal Self -Drilling, Tapping Screvrs with #3 L_ W2 ranging from 3-5fS" to 7.112" 1 OTTIZ Dock Tension Tie Drill Point > 10 CPT44Z, CPT66Z, CPTS8Z Concealed Post Tie Bare 2 HD12, 1-1019 Bolted Holdowns FL#13975-RG 2 XLQ1 I 4Tl 224, XLQ 1 14B1 224-2K 412-24 Strong -Drive XL Large -Head Metal Self-Didling, Topping 11 EPS44A, EPB44. EPB46, EPB65 Embedded Post Base 3 HD3S. HD5B, HD713. HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTTS, HTT5-3/4 Tension Ties Sect # Product Model, Number or Name Product Description 3 XMQ1 14SI 224, XNIQ1 1461224-2K 912-24 Strong -Drive XIVI Medium -Head Metal Self -Drilling, 0 13 LCI344. LC866 Embedded Column Base 5 LTT19, LTT20B. LTT131 Light Tension Ties I SDW22300,$OW22338, SDW2243B, SDW224584 SDW22500. SIDW226001 SDW22638� Strong -Drive SOW EWP-PLY and TRUSS -PLY 9crevvs Tapping Screvr. with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap 2 SDW22634 SDWC1 5450. SDWC1 5800 SDWC TRUSS Screw 4 XQ11 4S1 224� XQ114B1224-2.5K X1 14SI224, XQ1 I 2SI 224, X01 1281224-2K #12-24 Strong -Drive XMabI Self -Drilling, Tapping Screws with #5 Drill Point 15 MPB44Z, MPB667, MPB88Z Moment Post Base Sircing-Drive 16 PB44, P844R, PB46, P866, PBOOR Embedded Post Base FL#i362S-R8 3 SDWH19300DB, SIDWH1940008. SDWHID600DE, SDWH19800L)B, SDWH191OWDB Strong -Drive SDWH TIMBER-H EXScrew 5 XU34S1 016, XU34BI 01 3-5K #10-16 Stric ng-Drive XU Metal Self-O riling , Tapping Sorevr. with 17 PSS44A, PBS46. PBS65 Embedded Fost Base 4 SOWH27400G. SDWH27BOOG. SDWH27800G, SDWH2710DOC3, SDWH2712DOG StrDng-Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point is 19 PBV6, PBVIO PC44-16: PC46-18, PC48-15. PC64-15, P0356-16. EP044-16. EFC46-16, EP048-16, Round Post Base Post Cap Seg# 1 Product Model, Number or Name SB518x24, SB71Sx24, SB1x30 Product Descriortion SB Anchor Bolts 5 6 SIDWS16212, SDWS16300, SDWSI 6312, SDWS1 6400 SDWS19500, SDWS19712, SDWS22400SDWS2250O.SDVvS22512, SDW322600� Strong-Drivis SOWS FRAMING Screw Strong-Dirve SOWS TIMBER Screw(Interor Grade) 0 ERC84-16; EPCS6-16 2 SSTB1 6, SSTB20, SSTB24 SSTB28, SSTB�4, SSTB36, SSTB1 OL, SST620I SST824L SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221 000, SDWS221 100; SDWS221200; SDWS221 500 FL#35320-RO 20 PC4Z, PC4R7_ PCBZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCEZ, EPC5RZ. EPCSZ, Post Cap SSTB28L 7 SDWS22300DE1 SDVVS224(]DDB. SDW=50003. SDWS22600DS, SOWS2280ODB, Strorg-Drive SDWS TIMBER Screw �Extrericir Grace) EPC8RZ SDWS22100ODB §W Product Model, Number or Name Product Descd= 21 PPB44-4Zr PPB44-6Z Post Base a SDWS22312DBB, SDWS2251208B Outdoor Accents Structural Wood Screw 1 DSSC843.5. DSSCB48, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273ODSS, SDWS274COSS, SDWS2750OSS, SDWS27BOOSS, SDVVS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43-5. FCB45�5, FCB47 5: FCB49.5. FCB411.5 Bypass Frarning Fixed -Clip Connector U) SDWS271 OOOSS, SDWS2712DOSS 3 FPHSD34S1O16, FPHSD3491016, FRI-ISD3401016-5K. FPHSD34,91214, #10-16 and #12-14 Strong -Drive FPH,9D Framing-tro-CFS Seff- Sect 9 Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. PPHSD34BI214-5K Drilling, Tapping Screws ICU FL#108"-R5 I CMST12. CMST14, GMSTC16, CS14, CS16, CS1 13� CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFG4.25, LSFC6_25, SFC2.25, SFC4,25, SFC6.25 Steel Framing Connector 2 HRS6 HRSS. HRS12, FHA6, FHA9, FHAl2, FHA118. FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25 MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Con nectons Sea # I Product Model, Num bler or Name FJA, FSA Product Desc, agtj2a Foundation Anchor 3 MST148: MSTI60, MST17Z SfMST27, SIMST37, SIMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 MSS04.25KW, MSSC6.25KW RCKW3, RCKW55, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTASO, I-STA36, LST149, LST173, MSTA9, MSTA112, USTA-15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SC843.5, SCB45 5, SCS47,5, SCS49.5, SCB411.5. MSCB45-5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 CH415-6, GH4", GH48-6. GH48-8, GH410-6� GH410-8. GI-166-6. GH66-8, GH68-6, 01-168- 8, GH61 0-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12. LSTA15. LSTA18, LSTA21 , LSTA24, ST292, ST2122, ST21 15, ST2215 LSUSH3.25, SUBH3.25, MSUBH3.25 Straps 33 mil (20 go) Bridging Connector Sea # 1 Product Model, Number or Name AS 18, AS 1885t AS 1836 Product Oescq2= 18 go, Truss Plates 5 9 SCS32-5197, SCS62-5/97, SCS132-5/1 18. SCS82-511 18 SCW3 25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLI315A, 01-1356: GLB5C, GLB60, GLBTO� GLE7B, GLB7C, OLB7D Clulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC:10.25, MSJC8.25, MSJC1O.25 Steel Joist Con neortors 5 GLBT512. GBLT812, OLBT518, 091T616, OLDT520, GBLT620 Glulam Bearing Plate 8 LTS12,L7S16,LTS18,LTS2O Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS23L518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA. HrLBB, HGL13C. HGLBD Heavy Gluam Bearing Plate 9 USTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Connector 12 XLSH34131 414, XLSH78131 414 #14-14 Strong -Dive XLSH Shouldered Self-Driling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedmw 10 MSTC66: MSTC78, STS236 Straps 68 mil (14 go) Screv"s UJ 8 UFP10-SDS3 Universe I Foundation Plate I I M7B12, M7S18, MTS181 MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 =S1016, X01131016-41K, XQ1S1214. XQ191214-3.5K, XQ78S1224, X078BI224-3K, 410-18,412-14. and *12-24 Strarig-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundaton Plate 12 SfBI.56, SfBI.81, SfB2.06, S1132,37, SIB2,56, S�132.58, SIB3.12, S1133.56, SIB3.62, S154.06, &B4,28, SM5.50 Top Flange Joist Hangers FL#15730-R4 X011 4SI 224; XQ1 14el224-2.5K; XQ1 12S1224, XQ11 2B1 224-2K. X3461016-SK; Xl S1018, X1 B101 64K, XISI 214, X1B1 214-3.5K Tapping Screws < (D 13 S1134.12. SIE,4.7�5, SIBA212J6, SIBA2.12/10, S/BA2.12J12, SIBA2,12/14, S/BA4.1818� &BA4.18/10, Top Flange Joist Hangers Seci # Product Model. Number or Name Produm Description a 5fBA4,18112, SIBA4.18/114 1 PT -HP Adhesive Anchor for concrete Z __J 14 S/H1A Hurricane-ris 2 GAC, GOP. GDPM-50, COPM-75, GDPM-100, GDP$, GW-50. GW-75� OW-100, GTH Ges-actuated fasteners and assemblies < 15 SIHD8S, S;HD8EI,S/HO10S, SIHD10B, S/1-10115S, S/HD159 Holdowns 3 PDPA, PDPA-K, POPA-MG, POPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAVVL, PmWer-actuated fasteners, threaded studs, and assemblies 16 S/HDU4, SIHDU6, SiFIDUO, S/HDU1 1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 __J 17 SfJCT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a - SHEET NO. March 6, 2023 PA 1.3 1 11'! ILI' I I li, it I 1 11, 1111 1 11; i 11 ------ 7- a) FIS > MIAMI-DADE NUM-DADECOU= EMU FRODUCTCONTROL SECUON, FV Industries. Inc. PGT Industries, Inc. 0-1— L— C: C�L PG-f Industries. Inc. (D Q-0 0 I 1US SW 26 Str*, Rnom 209 NOTICE OF ACCEPT.4LNCE: EVIDENCE ST-TBXMT]ED NOTICE Of ACCEPT.ALNCE: EVIDENCE SUBXE=.D C: co -0 CL DEP.ART-kMff OF REGLMATURY AND ECC M-OMC RES10IT&CES MM) Mimm Flor�ft 3317-5-1-04 BOARD AIND CODE ADIMUST&ATIONDNIMIN T i7.86) 3 15-25M F 3 NOTICE OF ALC CEPTIVNICE: EVIDENCE SUBMITTED U-) a) U) r7W 15-2599 NOTICE OF ACCEPTA. NNO-AL) wintmumWad"ev N C E 1. ENIdence submitted under preiious D. U -A L I T Y A S SX71 R A IN C E Co Cn (-� A. DR -A"T- iG S B� TESTS (condnued) —J L Nfiami Dade Department of Regulatory and Economic Resources (RER)- -1 3 �e� -0 -0 0 — FGTIndwtrie%,11nc, 1070 Technolo,&r Drive, L Manufacturds the drawings and sections- 5- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 ='13 Cc — %- a) 0 0- C: North Venice. FL 341115 (,S'nbvdbed tinder N,'0.4 A-6. 114167 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. XLXTERL-iL CERTIFICATIONTS r2 C., 0 LL. SCOPE- 1 Dr awing No-AID-5-570.0- titled "Vinyl Sliding Glass Door NOA sheets 1 3) Water- Redqmoe Test, per FBC, T.AS 202-94. 1. Notice ofAcceptanceNo. 15-0-528.14 issued toVision ExtrusionLinifted for c14 CU 0 Cz This- NOA is being issued under theapplicable rules and re materials.The gulations- governing the use of construction through 2-1 of 2 1. 5-A 5, with mrision A dated , prepared by manufacturer.. dated 1M- 4) Large Missile Impact Test per FBC, TAS 201-94 �-NN`lkite Rigid PVC Exterior Extrusions forWindows and Doort-. dated 09,41 15. e- 0 > . D 0 -0 E documtntation,wbmitted has beenne-wiewedand accepted byMiami-Dade County RER -11ioduct Control SectiGnto 04i'05117, signed and sealed by A. Lyun Nfflef- P-E- 57) Cyclic W, ind Pressmre Loadmgper FBC, TAS 203-94 on 0930)l 9. 0 :—f expnng Or ci a) U) (D L- -1.-& 0- beu4ediu31awiDa&Cot&y mid Qtherarea�5yhrh= allowedby die Au4hoiiby HawwgJurL-Acti&m(AHJ)- 6) Fm-ed Entry Test, per FBC, TAS 202-94 . -% 2. Notice of Acceptance No. 1649X08 issued to Vision Extrusian Limited for their Z ae =.S! cpc; (n M CD- !E CU -6--o nis NOA shallz& bevalid after the expirationdate statedbelow-The Xliam�-DadeCount),Prooduct ControlSection B. TESTS along with marked -up drawings, and installation diagrain of vinyl s1ding glass door, prepared 1060 Tan 102 andlig-hrer Shades Rigid PVC Exterior Extumirmur tj 4, Y < (InNfiamiDade Counly) an&o-;r the AIU (in areas other than Nfiami Dade C-m�) re serve the right to have This L Test,report on 1) Uniform Static Air Pressure Test- per FBC- TAS 202-04 by Fenestrat= Testing Lab- Inc., Test Report No. FTL 8549- dated 11,106115, *,n,--d and c=v Wldows and Doors". dated 1210.8il 6r expiring on. 12129.0 1. Productof mzbexial tested for quality asnwanceputposes, If thm product ormaterud fah to pedorm.in theaccepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed �y Idalints, Ortega, P.-E- (Yest rep oit revised on 11`04/1'5 and 0111,46) 3- --Notice of Acceptance No. l,"528.15 isaied to Vision ExanisRm Limited for the.ff- -3 0- manner the m R ctuler will M, cur th e e xpe n w- o f such testing and th e AIU ma y immediately rev oke - ra o dif_�,. o r 3) Cyclic Wind Pressure Loading per FBC, TAS 203-904 -6- Test report on 1) Air Infiltration Test, per FBC-, TAS 202-94 -Brown Coated (Painted oz, Laminated) Whke Rigid PVC Extcqior Extrusions for suspend the use of such product of mabaiia�l ixitbiu ther jurisdiction.. RE]k reset ves the right to revoke this along with marked -up dravy-ings. and instAllation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressire Test- per FBC, TAS 202-94 12 Nk7mdows and Doors* dated 09113115, expiring On 09,30.119- It acceptance�l if it is detennined byMami-Dade County Product Contol Section that this. product or materia 'I fails to by Fenestration. Testing Lab., Inc., Test Report No. FTL 9 717, dated 17A7/15, signed and i 3) WatexResistance, Test, per FBC, TAS 202-94. 4� Notice of Acceptance �o- 1"712.02 issued WENTERGIFenestratw-n S,ohitions USA, meer the requivenzentsof the applicable budding code,- Thi - p ro du c t i s. ap pr Gve d n desc ribe d here in an d h a s been des i4 ped w c amply w ilk the Fl orida B u il ding Cc de, sealed by Idahnis Ortega, P- E. (Test report revised on, 011516 and 0124,116) 4) L-arge Missile Impact Test per FBC, TAS 201-94 TAN 3040 and Lighter Shades (.Non-Whit�e) Rigid Inc. for their " -1 PVC Exterior 2 includin, g i h e I Ii 10 1 V eb c ity H u n-i ca ne Z-o I V -1 2, Test report on 1).Air Infilftat im Test, per FBC, TA.S -202-94 5) Cyclic Wind Pressure Loadingper FBC- TAS 203-94 Ex&usions for Windows and Doors" dated 09115i 16- expiring on 02 �0412 1. D E SUMT1 ON: Se ries. - 553 7 W 1 7 70 *1 Vinyl Sli ding Gla ss Door (Reinfort ed) w,*o 9 01 & 1 -35" corn er -s-L -VJ. 2) Unffb= Static Air Pressure Test- per FBC, TAS 102-94 along with marked -up dram ings and installation diagiam of i, myl sliding glass door, prepared 5. Notice of A c c ep tanc e N o - 1 "'712.44 i&,--wd t o ENERG I F enestra tion Solutions U SA APPRovAL Docuw-,N-r- Drawing No. MD-5570,0 Rev B, titled "Vw�,rl Sliding Glus. Door NOA sheet 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab- Inc- Test Rqxxt No- FTL 8552- dated 12,0VI 5- signed and Inc, for their -'Byonze and Lic PI-CExterior _,Fhti-r Shades of Cap Coated Rigid I th raugh 2 1 o f 2 1, prep are d boy m anda ctuf er- date d 10 �O 5i 15 and last re vised on 02J0 1,02 1 � s igned and sea le, -d by 4) Large Missile Impact Test per F3C, TAS 201-94 5) Cyclic Wind Pf essm Loading per FBC . TAS 203 -94 sealed by Idalmis Ortega, P. E. (Test, report revised on 02/15,2016) '102 7. Test report on 1) Uniform Static Air Pressure Test- per FBC, TAS - -94 Extrusions for W iadows, and Doors" dated 0-9;1516- expiring on 04/161220. 6. Notice of Acceptance No- 16-0712.03 issued to ENEKGI Fenestration Solutions USA, A. Lynn Nfillef, P.E.. bearing the.Mianii-Dade CountyProduct Control Rv6ision stanip with the, Notice of 6) Faced Entry Test, M.FBC. ii.�S 2022-94 2))Large 3&sik Impact Test perFBC, TAS 201 -k4 Inc. for th&-" -hite Rigid PVC Exterior Extrusions for Windows and. Doors' dated Acceptanc e numbef and expiration date by the1fimm-Dade Cmnty Product Control Section- w along with ntarked-up drawings and d iagrmn of vinyl sliding glass door, -prepared 31 Cyclic Wind Pressure Loading per FBC- TAS 203-94 OV1011 7, expiring on 02,28119- z NIISSILE LM-TA,CT RA`Ir%�G: Large and Small1fissile Impact Rip sistant byFenestration Testing Lab, Inc., Test Report No-FTLS-546- dated 1 L06115 sig�dand q1- drawings and inst2llation diagram of -vinyl sliding glass door- prepared along writh marked P 7. Test reports No(s). 10-002-7-92JA)� 10-06-M0527- 3-35753-09. per ASTME-84, Limitations- I . See tab le I (sheet 2) and table 2 (-sheet D, for applicable SOD unit sizes- design pressures, reinfmements, t)J)0s se2led by Idahiis Oftega� R E� (Test report re, �-, onOL04116 and 02111-2016) I _ by Fenestration Testing Lab- Inc.. Test Report No. FTL 6638 (samples A. -I thru A--72)-. dated AMID 1929 and ASTMD-63 5, issued by EXOVA to Vision Extrusion for cellulome &ss types, sill riser (fee tables B-1 & B-2 . sheets 7-8) and anchor layout sheem requ�-ements in I I thru 16- 3, Test report an I)Air-Infiltration Tessa, per FRC, TAS 2-02-94 11, 19/10- signed and sealed byJorge A- Causo, P. E- (Snboditee ander2VOA Xv. 11- composite material- 2. Rigid White PVC, Tan (.Non-wBe) RigidFVC andBroum coated (Paintedorlaminated)white Ri idFVCtc be 2) Uniform; Static Air Presmme Test- per FBC, TAS 202-94 010704) (Subirdyted tinder A10.4-Vo. 11-01#7 04) z _gt labeled per referenced NOA'srequtr . ements- 3) Water Resist ance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test- per FB C, TAS 202--Q4 8. Nuke of Acceptance No. 14-0916.11 issiied to Kurmy Amedca., Inc. for their 3- Egress operabledocn must complywithmau clearwidffiof hei0tperFBCfequiieinentas applicable- 4) L-mge Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test-, per FBC, TAS 202-94 -SentryGlasig (Clear and'!Rlke) Interfaver", uTiiing on 0T04;'l 8. 4� Focketwalls under WPMVe 3PJXVVatL to be re �,ieued by Buililing- official 5) Cyclic Wind Pressure Loadirg- per FRC- TAS 203-904 3) Water Resistance Test, per FBC, TAS 202-94- 9. Notice ofAcceptaace No. 16-1117.01 issued to Kirm� y America. Inc- for their LABEUNG: Each unitshall. bear a permatientlabel with the nianufacftu&-�zname orlo state and.sertes aDd ga� city, 6) Forced Entry Test, per FBC, TAS.202-94 4) I.,arge Missile Impact Test per TBC, TAS 201-94 -Trosifo1g., Ultraclear. Clearand Color PVB latet-lai yers�'. expiring on 07,108;'19, following statenkent-. 'Mmm-Dade County Prodwt Conirdl Approied."- noted herein- along with madmd-up drawings and installation dtagr= oftmyl sliding glass door,- prepared 5) Cyclic Witid Pressure Loadingper FBC, TAS 203-94 W P(F`-'N-EW.AL of this NOA shall be considered after a reum2l application has been f iled and there has betniao by Fenestra, tion Testing Lab, Inc., Test Report No- FIL 8547, dated 11tV15: signed and 6) Forced, Entry Test, per FB C. TAS 2,02-94 F. S TA T E Xf E IN T S change ta the applicable building code affecting the perfommwe of this product- Regatruely sealed by Idahuis Ortega, P. E. (Test report revised on 02115�1 6) a1mg with marked -up drawings and �stallation diagram of vinyl. sliding glass dooT, prepared I - Statement letter- of confortuance with FBC-51kEdition (2014) and FBC-661dition TERMINATIONof this NOAwill. oceir afterthe expiatirm date orif thetehasbeen a remdon orchange in the 4� Test report on 1) Air-Infiltnation Test- per FBC, TAS 202-94 try Fenestration Testing Lab, Inc., Test Repcnt No- FTL 6-337 (samples -A�l thru A-5)7 dated (2017� issued by manufacturer- dated 0&14!17, signed & sealed by L�mri NM]er� RE, matedals, use. and'ormmufactureofthe product orprocew- INfisuse of this NOA asanendors-ement of anyproduct, 2) Uniform Static Air Pressure Test- per FBC, TAS 202-94 11�06,40, signed and sealed by Jorge A- Causo, P. E. (Submilred nnder:V,0-4.Yo. 11- Statement letter ofno financial interest. dated "d & 17, issued by manufactwer. signed fbT Sal", 8&,erfismg or any othefpurpcses shall autouistr allyterminale this NOA. Failure to complywith any- 3) Water Resistance Test, per FBC, T-AS 202-94 01070-q) & se2led by Lynn NOff. P E. section ofthis NOA shall be cause fortemination and re=-,odl ofNOA. 4) Ixge MsWe-Iffpad Test pef FBC, TAS 201-94 3- Letterof lab, compliance, part of the above test reports. A-DITERTISEXIENT: The NOAnumber preceded by the wrof ds Nfiami-Dade County- Florida, and followed by the 5) Cyclic Wind Ptesswe Loading per FBC- TAS 203-94 C. CALCILTLATION-S 4. RER- Test Proposal No. 17-0387- dated 05,0547. signed by Ishaq Chmda- P.E- ex,puaton date maybe displawdin ad-.wlisingg- literature. If anyportionof the NOAis disphryed, then it shall be 6) Forced Entry Test� per FBC, TAS 2022-9-4 1- Ancliorveafkatioricalculations, and structuml anahrsis, complyW withF1312-2014, done in its entiretv- I agram, along with maiked-up drawings and mstallMion. d of -vinyl sliding -prepared o _ glass door prepared by PGT- dated 12;09'1 5andlast reirised on 022,115/1.6- signed and sealed by G. OTHER INWCTION'. A copy of this entire NOA shall bepro-dded to the userby-the mnm&ctuterDr its disftitutors and by Fenestration Testing Lab- Inc-, Test FtepW No. FTL 8-548. dated 11104; 1 5t signed, and AnfhozyL. Mfler- P.E. (Snbmided undtYN,0�4A-a. 15-1210.011). 1. Notice of Acceptance No. I-S-12110.01, issued to PGT Industfies, for their Series %ha, ll be av ailable fbru'Lspection a t th e j ob site, a t1he requ*,6t of the Build* Official sealed by Idahnis Ortega. P. E- (Test report fevmed oa OV0416 and O.Y11116). 1 Glazingcom*s witb AMIE-1300-09. -5,57012770" Vinyl Sliding Glass Door (Reinforced) - LXJ: . expoing on OV14422 1. This NOA r evises & renewr, NOA #20-4)429.029 and consists, of thispkpt I and evidencepages E- 1. E-2, E-3. E-4- 4 E-5 & E-6 as well as app�rio-,-jl docurue= mentioned abcve- 'M Uaq L onnd2, P.E, Isha q L Chauda. P.E. Ishm q L Chaada, RE e subautted doc unie nation vou review ed by I sha q L C'ha nda, P 1. Product Control Unit Sidpomfiur ontrol rait SuporTisor Product C Product ControlUnk Superrisor No. 21-OZ051.0 19DA No. 21-026S.W, I INTOA Ne. 21-0106.03 NOA NO. 121-0205.03 E*.roidoiaDatet Apri!14,2016 ExpirsdanDatu -April.14,1 Date: Expiration Date, Apri[142202f Datel Afarch 15, I "026 ExpiratioaDate, Aprfl14,. Approral Date, N-19ireh Approval Afarch 2.5, X! I �Approval -n1 -Approv�tl Daw Alarzit 29, 20,21 E -2 PGT Industries, Inc. C`G-I W indows and Doors, Inc. FGT Industries, 1tw. NOTICE Of ACCEPTANCE: EVIDE-NCE SUBMIT TED NOTIC E OF ACCEPT.AINCE.- EVII)YNCE SUB31ITTY-D NNOTICE OF ACCEPTA'INCT: EVIDENCE SUBMIT 2. fddence Submitted under pmrions submittal E. -U-XTERI.AL CERTIFICATIONS (coutinue) 3. N-ew Eiidence Submkted -5. Qiianini Part Super S-vacer Standard complying. with ASTM C518 Thermal Conductivity A. D F-4, IN TN G S 0-881 BTU -in/ hr..-fF--F, ASTM F 1249 WVIR-Pass, ASTM D39850-xygen-Pass, ASM�l E A� DRAWD iGS L Drawing No. AII)-55770.0 RevB- titled -Vinyl Sliding Glass Dox NOA sheets '7190 I.G-Durability-NoFog-Pass. (.9rdiniftled underprerions ATOA 2V�a. 15-0409,05) 1. Drawing No. Afl)--15,570,0 Rev B, titled"Vinyl Sliding Glass Door N-O-A (LMY'. sheet& I 1 thmugh 2 1 of 2 1, prepared by m2nufacturer- dated 10.,'05115 and last revised on n thro ugb 2 1 o f 2 1 - prepa red bry manufacturer . d at ed 1 OiO 5/15 a nd last mrised on 02 10 112 1 Cn OV2120, signed and sealed by A- L�mn Miller, P�E- 6, Quanex Pan Duraseal comlying with ASTNI C518 Them-ml. Canductiiity 2-22) HILT -in: signed and sealed by A- Lynn Miller, P-E- ASTM F 1249 V�TTR-Pass.. ASIM D 1434 Asgon Penricance-Paw ASTI�l E I Note� This rnrision consists replacement of sarne existing installation screw with f lat head- & TESTS 2189 I.G- Durability -No Fog, ASTM E 546 Dew Point Developnam -2W in 48 his- L Test reports on-- 1) Air Inffitration- Test, per FBC, TASA22-94 (Suftifted nnder.Y0-4JVoJ5-046P.#.T), (D 2) Unifixrn Static Air Pressure Test, Loading per FBC.TAS 202-94 7- V ision E�drusmas- Ltd- Parts complyring, with PVC-AA.MA 303-13, V, joluntary Specification B, TIESTS 3) Water Resistmee Test, per FBC ` TAS 202-94 for &gid Polyvmyl Claonde (PVC-) FxtchcT Proffies for Vision Extrmons. Ltd.-VEX-1 by 1. None- 4) Large Missile Impact Test per FBC,- TAS-101-94 AANLk Fenestration Exterm Profile Certification Program (Svbffikied tinder Y0 4 Xo 15- -ION 5) Cy6c Wind Pressure Loadingper FBC, TAS 203-94 0-1,09. 0�) C. CAILCUILAT --S alotlgwith=ked-up drawings and installation diagram of all PGT Industries�, Inc. 8- Vision F-Vmsions, Ltd- Parts complying with PITC-AAMA 303-13- L NOne- represmtative unds listed below and tested to qualify Dowsil 7 91 and Dowsil 983 siEcones, (.9 ubm iffed it uder X0.4 A'& 15-0 .469. V-5) prepared by Fenestration Tesdqg Laboratory, Inc-, Test Reports No.: 9- PVC-AA1Y1A 303-13, Voluntary Specification, for Rigid PobNinyl Chlofide (PVQ F-xlericrr D. QUALITY- ASSUKkNi-CE FTL-7897. PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated- 0-0!03,'14 Proffies for Vision. Extnmons- Ltd-�VEX-1 by AAMA Feriestration F-xterioT Profile 1. Miami -Dade Department of Regulatory and Economic Resouwes (RER), U) FTL-20-2107.1, PGT SGD780 Alumimm Sliding Glass Door (unit 7 in proposal) FTL-20- i Certification Program 2,107.2, PGT CA 740.AhmL Outswing C.2semmt Window (wift 81n proposal) FTL�20- 10. Notice of Acceptance No- 184.217.14 issued to Energi Fenestration Solution, USA, Inc. for E. '-XLkTERLAL CERTIFICATIONS. al) TL�10-2107.4. 2107.3, PGT PIR77620A.Aluminuni Fixe-d Window (unit 9 in, piopo& and F I N VC Exterior Extrusio s 16r their '--ran 3040 �& light shade (non -white) White Rigid P L N ot wile" off A, ccept ance N o. 19-0 3 0 5.0 2 issued t o K urw.�.w Amenc a, in c. f or their > PGTPW7620A AluminumFixed Window(unit 10 mpioposal) datedi)TlY20, all signed Windows and Doors�". ey "Tro-sVoll, Ultraclear, Clear.. and ColorPVB Glas;1nt*r1aTeitV- e-Vinng on 07,0&24- M 0 and sealed by Idalmis Ortega. P-E- 11- Notice of Acceptance No. 1"12-2.02 issued to Energi Fenestration Solution, USA-- Inc, for 7 Notice- of Acceptance No. 17408.02 issued to Kuraray America, Inc. for their their semi s "White Rigid PVC Extefior Exiaysious for Windows and Doori-, exp=g on 'SentryGlavt (Clear antl'"-hite) Glass Interlaven"- oTiring on 07104�,23- > CL C. CALCULATIONS 3- Notice ofAcceptance No- 18-1106.10 -issued to'Vision Extrusions Liiahed for their 4-Byovm 0 1. Anchor verification cakvLitions and structum I analysis, complying with IFBC 7111 12, Notice of Acceptauce No-20-0203.03 issued to Enefgi Fenestration Solution., US.A, Inc., for Coated (P ainted or Lamina red) INThite Rigid PVC Exterior Examskas f os, AV, indows Edition (2020) dated 04,122(20, prepared by manufachirer, signed and sealed by their -Bronzo & light shade cap coated ANThite Rigid PVC Extvflor Extru mins for and Doors-, expiring on 09130124, 0 Anthony Lynn Nfiler, P-E- Windows and Doors"-, expitingon04/16,25- 4- Notice, ofAcceptance No- 19-1106.11 issued ToVisian Extrusions Limited for their series =3 2- Glazini complies with -AST-M E 1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-Rliite) Rigid Cellular PN7-C Exterior -0 D. QV ALITY ASSURLN, CE F. STA TE-N]INTS Ex" -dons for'%"indows audDoors7- expiring an 12,10-2L 0 Nfiarni-Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7& Edition (2020), dated 04.22-20. issued by manuf;icturer, signed and sealed by Antlion-y Lyna.Millm P-E, F. STATEINIENTS IL AMATERLAL CERMCATIONNS 2. Statement lefter of no financial. interest and of independent, issued by niarnffacturer, dated L Statement letter of conformaom to YBC 71 Edition (2020), dated 02101J21. issued by L Notice of Acceptance No- 19-03"--.02 issued to Kuraray America. Inc. for their 04/1 SQ0. signed and sealed by Anthony Lynn Nfilhm� P-E. manufacturff, signed and sealed by Anthony Lymn NUei, P-E. Cf) "Trosdoll, Uln-aclear. Clear, and Color P`VB Glass Interlaverf". expiring on 3. Private Labeling A y all greement document between PGT- dated 0330A5 and signed 2- Private Labeling Agreement dated 03,09 21 between PGT Industries- Inc. and CGI OT08,24- involved puties. Windows and Dom 1w.1 signed by Dean M� Rua&- P.E., V.P. Eagrin�, on behalf of - Notice of Acctance No. 17-0908.02 issued to Kuraray America.Jnc. f ortheir both companies- -SentiTGlatt, (Clear and, ANbte) Glass Inteib on 07!04123. ym- ey-pum-z G. OTHERS 3. Notice of Acceptance No. 18-1106.10 isstwd to Vision Extrusions Limited for their "Brown 1- This NOAredses NOA4 1L7-0420.06(P1v7Tvv.CGI) and updates toFBC2020 (71t`Edition), G. OTBERS Coated (Painted or Laminated) Wbite Rigid PVC Exterior Extrusions e�Tiring 04/21,21- L UdsNOAi-eilses&i-enewsNO.A:."'-10-0429.0,--%(PL-Aw,!C.GI�expitimgO4�l4�r26. forWindows, and Doors". expiring on 0930,24- 2- RER Test proposals #19-1155 dated 0 1.1102-0 approved by Ishaq L Chanda- P-E7 expiring The cummt associated PLA CGI file, #21-620-5,01- expiring 04/1.4126. 4. Notice of Acceptance No. 18-1106.11 issued to Vision F-xtrusiom Limited fortheir 041fl +21 series ' 17E 160 Tan 202 and ligghter shades(Non-2"bite) Rigid Cefluw- PVC Z' LIJ Erterior Exn-usians forlYindows and Doors7. expiring on 127-190.1- < (3) h-haq L thamda. P.E. Ishaq L Cliauda. PX. IA2q L Chaut!2, PX. Product 1control Uilk supervisor Product Contval Unit Superrisor z Product Control'Unit Suptrvisor N- 03 "O.A No.� - -0 - - sk No, 21-920.4,03. NO.A, No, 21�0206.03 Expiration Date: -tpzil 14,202:6, Expiria tion Date. Ap ril 14,1026 Expiration Date. April 14,20,26 kpproval Date. March 2,4,2021 kpp roval Date. March 20.11 Approval Date- ZNfarck 2.4, 20 21 E —9 E -6 SHEET NO. I I I March 6, 2023 I PA 10 If F- -1 — — - -- , - — - — f - -- — - - -- I — ---- , — I A ' 1 1 � � :1, b I � U � 1, . A �, A . 1, 1 —i T —T - W — I A 1 11 — I I F-1- F— T — IF i I I O to M (3) > l Eam PRODUCT CONTROL SECTION QMIAMI-AMI-DADECOUNTY 0 Q) C:L 0 Cast -Crete USA, LLC' Cast -Crete USA, LLC Cast -Crete USA, LL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam. 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED U) CIO NOTICE OF ACCEPTANCE (NOA) Nvww.miamidade.gov/economv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = 0 0 L_ 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0- = 0 LL_ Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details "I sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of M prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing N®. LT461Z titled "Cast -Crete 4", 6" & 12" C-13 0 M C) U) -0 > SCOPE: "Cast -Crete 4", 6" & 12 "Lintel Safe Load Tables". sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 611 & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables ", sheets I through 3 of 3, last revision dated 06112114, .0 F= (D 0 allj /_ / I I L1 ECO I. TILLIT TESTING G ENGINEERING COMPANY _____ __ WATTER A- TILLM JR., F1, � tiltero@aoj.com YL P. , L No 441,77 �, C', U_ N". 0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: ShutWirs PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Qlobal ProJaptLon_RrodA1pt1_LM 4800 S.W. 51 Sireat Davie, Florida33314 I_ PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. "I'llilt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and condition'. 2. EVIDENCE SUBMITTEM, 2.1. PRODUCT EVALUATION D,OQLMENTCp,E.D_j, Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 0 .Upis Evaluation Report, lwkli Olow .,t,11 "!�?, A. rQ 11* ,4,� , 1. - -- ,�,�� , I ........ I ) ' - __ I -0- . OCENO . V- k , - __ e I. T s �=e:_ - _ - ,-a- .. t 1-11 ___ _1F,1-- No, 44167 ` - , -,L = ze : S I "��_ * i . ,.*= , '41, _* . .� i m�-. __ . :� - �� e iS40'; T' 17 —� - � "O. � 1"',, A .1 ",� % 40P.10, ", 1��. �C) 'I I ,* ",�Sl - - .. - ` - /a "' 0 ," S " * 6355 NX 36th Street, Suite 305, Miami, Florida.3,3166- Phoile: (3 5)87ll53O_N1e2_ 1 " ofiloil,00, . 2 Z2. —TESTREPORTS. Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated 09il 8/1996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, RE., Fenestration Testing Laboratory, inc. reports # 2032 dated 0411611998 and # 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No- 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacla, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2000I signed and sealed by Frank Grate, P.E. 2—.3.STRUCTURAL ENGINEERIND-CALr, JQ JULAT .ft On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112/15, signed and sealed by Walter A. Til lit, Jr., P.E. 3. MISSILE IMPACT RESISTAN11i Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WND LOADS -RESISTANCE- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1Q, I 1, 14, 15, 17,18, 1 1)� 20 25 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, 5. INSTALLATION! Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 21), 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, Minimum Separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176, OM0011111fio", ,,Nkl;�� ll,� Tk�/"%. o �� __ - �?, N, I� t�, .. P -" ,:i::N "\, - - �, Ii, .. \]�ENse"...'. 1;, I :-1- 4 -- . S I - _� � �- - TRI-44167 '� S .- ------�Z --4-- . ------ ___1_..__ — ,*z �= ,,, * , = �711'1_ / S , SIATE OF 2",% S .- Z 4S _� , ." - A 1;1 IV, ;k 0 -, 4OR113 ��'-,�� , � �� __. " -,� ,�., " 0 1. , �� e ' 151. " "",% 8/0 N A L'� ,�o "Itrillmill,01 . GENEBAi : 0 1) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETI PANELS, SA)CCU OR WOOD BOARDS BE FOUND ON I�E I ML1Q_s:1R_2k_W&WAZM_X1M_0ft_8&N= EXISTING WAIJ, ANCHORS SHALL BE LONG CHIDUCH 10 REACH THE MAIN STR'4CAJRE BEHIND SUCH PANELS I STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P r 0 ) HAS BEEN VERI-TIO FOP. COMPLIANCE ,N ANCHICRACE SHALL BE AS ME9TION. ED IN 9 1) AND IN 13,C). � ACCORDANCE WITH THE 2020 (74f, EDITION) OF THE FLORIDA BUHNNO CODE fc) TQ_D=WrIi%,Q_ft,4,_ MCDlPr_0nM_2a.a.MM� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC710N I 620 Or THE POUVE MENTION�U CODE, - 1/4-0 TAPCON ANCHOPM AS MANUFACTURED BY I I W 5UILG1iX, INC I FOR A W&-D SPEED AS REOUTNED SIT THE 4URWL-RQN %NERE THESE SHUFTERS War BE INSTALLED A" - 114-10 PANELMATE FEW" TO AND PANCLMAIF PLUS ANCRORS, AS "NUFAM9411 BY PICO CONSTPVCTON PRODUCS FOR FACTOR Kd�DBE . USING ASCE 7- If, AND 5KAL4. NOT tXCETU ME MAXIMUM (A,S�D) - 1/4"t LAID SCREWS PER N DS� D,S,,06,D,R,E,C,T,aURV,Aj,rA�.... INMAltl)'Cel SHEETS 7 THRU 12, 14, 15, 18. 19 & 20, ,- 7116`0 y 5JV WOOD SLISHIN0. &� DISTRIBUTED By M.L "W, SCREW, WLT & SPECIALTY CO, IN ORDER TO VERIFY Ilit ABW. CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED ". ASCIL 75 C I, MINIMUM THREADED PIENCITWION IWO AMC OF TAPCON ANCHORS SHALL BE t 1/1- ANC? 2- FOR fLCO fIANCLMATE PW SHALL ITS FIRST DEDUCED I ,Q AS.0, CESIGN WIND LOWS BY mituRPLYRIC MEN, BY o 6 IN okom TO S COMPARE THEE* %/ MAX (A,SO) OESION PRESSURE RATINGS INCArATEG ON SHEETS 7 RJRU 17� T4, 15, 76, 19 & 20 MO PAOUNAL-1 FEMALE 4), I 12, WN"A4 THREACED.PENCURAPON Or LAG SCREW, INTO THE WOOD FRAME LW SHALL BE I 11V KC THREADED IN ORDER 70 VERIFY THAT ANC,KAS ON THIS PC O AS TESGEU WERE NUT OAR SOROS ,SM. A 331 INCREASE N ALLOWABLE PENETRATION INTO rUCCO SNAL� GE 'PONSIDEP0 AS PART OF THE REQUIRED THREADED PENCTMA11ON. STRESS FOP WIND tOACY-1 WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING In WOOD RAS SUN OlErMINED IN ACCORDANCE WRIX N.DS. 2018. C 3) MINIMLIM EDGE DSTANCE OF LAC SCREWS, INTO *ODD SHALL BE AS INDICATE& IN THIS DRAWING STORM RANEVS ADEQUACY PAR IMPACT AND WIND RESISTANCE RAS BEEN V14MED IN ACCOROWE WTTH SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC REPORTS 96-569. 9E-570 & 96-M AND CA) MIMMUM PENETRATkIN Of *GOD BUSHING SHALL K 5/8' 1/4� O-ED SCREWK USED SNALI BE 1 t/2' LOND MINIMUM FENESTRAPON TESTING LAS -X, RIEFORTS 12032 & #2126 . AS PROTOCOLS TAS-201� fAS-202 AND TAS-201. SHOULD 5`UCCO EXIST, A90 -,� MINIMUM FOR WALLS WTM NO STU= AS WEI AS AW37JCAN TEST LAB Or SOUTH FLORIDA REPORT 002, 9.01-09. AS PER 1AS 201, ILAS 2OZ 44D TAS 203 STANDARDS. C 5) a4 CASE 114AT PRECAST STONE. OR PRECAST CONCRETE PkNELS. S7UCCO OR WOW BOARDS BE FOUND 0. ME EXISTITH; WAUL� AFICP�DRS SHALL. BE LONG ENOUGH TO REACH ME MAIN SIRUMBE BrHHHU SUCH PAN" 2 ALL AI_QMINUM IEXrPU$iCRS �Q BE 606S-T6 ALLOY AND TEMPER, (UNLf SS OTHER"St HOTEL), SEE SHEET 2 ANCI,KRAQ oHALL BE AS MENTIONED IN C, 1)� C 2) ,V C 4) 1 ALL ALUMMAl SHEIT METAL USED AT CLOSURES ",ALL HAVE 3tD5-HI4 ALLOT_ (U) ANCHORS SH,k� BE INSTALLED FOLLOWING ALL Of THE RECOMMPHaKrONS ARC SPECIFICATIONS OF THE ANCHOR'S MANIUFACTUREP, A ALL STEEL SHEET METAL PANELS, 94AU HAVE STRI)CRAL QUAIJIY STEEL. ASIM A-65-3 CRADE, 50 MINIMUM, �,60 CALVANIZED 'TEEL DESIGNATION W/FY- 56�5 ,,Pi (AFTER. ROLLED). 6 PANELS MAY ALSO BE INSTALLED HORTZ11offAU1 FOLLOWIN'T INSTALLATION DETAILS SHOWN ON SECTION 3 THRMCH 10 (SHEM 4 t"ROUCH 6) EXCEPT rWI HEACEIRS Q& (D SHALL NOT BE USEV 5 ALL SCREWS TO BE STAINLESS -STEEL 304 OR 316 AIS SERIES OR CORROSION RMSTANT COATED C�ASON STEEL AS PER LI Ir SHALL ES, THE REI5PONSiBlUTY Or' TIHE CONIRMTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER M TO BE DIN SOCIE W/ 50 "i YMIO STRENGTH AND 9C U31 TENSILE STRENGTH A %04 COMPLY W/ 4`1_014" GLIKINNO CODE - SECTION 2 3.3A. ATTACHED TO 0,1SURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIY HE ATTACHED TO CONCRIM BLOCK OR WOOD FRAME BUILDINGS, 5 BOI,TS TO EX A51U AJO7 DALVANIZEILD STEEL. OR AISI 404 SERIES SIANLEES STEEL FIRM 36 ft MINIMUM VICUO SIRENGM, N)� EACII REGULAR STORM PANEL WITH LENGTH' , OWN 8'- 8 THACIAP4 12" 1% AS PER SUC11ONS 6, a. 9 4 1 0 AND ALTYRNATIVIS BW, 7 ANCHORS TO WALL AS FOUOWS -W & ' OW ON SHCETS- t. 6 4 12 RESPECTIVELY. SHA�L ,HAVE A LEGIBLE AND ITCAVILY 'VISIBLE MQ`TKIN�� INSTRUCTING OWNER OR 94ALL BE TrKAINT TO SECURE PANELS WITU APPLICABLE REINFORCEMENT DURINU PERIODS OF HURRICANE WAANNC (A) tQ_V=?B9_r9qft",lh'= Ii T14E INSTALLATION QNTRACTOR Is; 10 5EALYCAULK A41. SHUTTER COMPONENT IEDG,U W4GH REMAIN IN CONTINUOUS 1;T)NIACT INIH 'i - /4 it TAPCON ANCHORS AS MANUPACTURED BY` tTW BUiLOO. 041, Itto, Ii-11FLI? P�,i.) T14E PRAUDIFIC TO PREVIENT "NO/fAIN tNTR"ON - I/ - , . , ' CN_K--N ANCHORS, 45 MANJFACIURED BY "ALT INC, (MIN� I' -JUDO p.,L) , AS DISIT - I /A'. 0! SOLID-SIF7 ANCHCRS, RIBOW BY ALL POINT SCREW, SOLT 4- SINCIAL'Tif CO, 12, STORM PANEL WSTALIATION SHALL COMPLY WYLI SPECS INDICATED IN IRS DRAWING PLUS Wf BVILOIN�, ANO ZONING REGULAMNS (W" (".3000 "..') 'RUVIDED BY THE JURISPIMON WHETIC PERMIT IS APPLIED TO - #14-10 PANELMASEL FEMAUt 0 & PAhELMATE. PLUS ANCHORS, AS MANWACEIMED RY CLOO GONSTRUCT�ON PRODUCTS 13 (1) THIS PRMQI-� EVALUATION CKICUPIENT (P ED) PREPARED 51 TraS EI,KANCER IS GENERIC AND DOES ftC7 PPOVUL INrCRhMIKIN �919. "I-3350 ,.ij - 1/�"* CF TAP-PFTP W-HQRS� AS MANUFACTURED Ell TRV-FAST CORPORATION (f'3600 P-1 FOR A SITE SPEOW, PROJECT. ,v WHERE THE SITE CONINTIONS DMATE rMW THE PED P M) MINIMUM EMBEDMENT Of TARPON ANCHORS INTO POURED CONCRETE SmQL BE I 3/4'r 2' FOR RANFLMATIF �EMAIE , T RENIB PEtFCnON, PURCHASE AND 'NSTALLACION NCLUQIkC LIFE SAFETY OF THIS PRODUCT BASED ON TH" PEE. PR VIDEO HE/SHE DOE' HOT DEVIATE FROM THE UONDITIONS DFINLED ON T-IIS DOCUMENT - FOR CF TAP r ITT AND FAMEMAILE PLUS AND I f/A -GRIP ANCHORS 'ONSTHQCPDN SAFM ATOSITE 15 THE CONTRACTOR'S RESE NVBRI� A;') CALX-04 & SOJO-SET ANCHORS SR411 BE EM13EDDED 7/8" WTO THff POURED CONCRETE NO Ehla.'DMENI ZNtQ (,) MIS PFO�UCT EVA-LIA.MN Dff_UMENr WILL HE CONSIDERED INVALID IF UGNIIED, SFUCCO SkALL BE PERUMM 114- 0-20 SCREWS USED SHALL BE � 1/2- LONG MITNUM SHOULD STUcco EX-S-, NO I� MINIMUM FOR WALLS WITH No IFTUVCO� AND MAY OF HEADED 'CREWS OR AIL THREADED SCREWS W/O i4EAL). UU SM SPEITPr PROJECTS SHALL BE PREPARED BY A FLWIDA PECt-TtRED ENGINE" OR ARCHITECT WHJC" WILL BECOME THE 80 WITH WINC� NUIS ENGINEER OF RECORD (E " ) FOR THE PROACI AtIo 41-JO WILL BE RESPO W,SierE POP TI,E ROPER USE OF -114F PX0. ENGINEER OF RECORD. ACAA� AS A DELEGATED ENGINEER To TIC I " III IN VISE 7H*Z PRECAST STONE PRECAST CONCRETE PANELS. PAVEM, STUCCO OR WOW BOARDS BE FOUND ON Mk P.E.0 �,GAIEZR. 9VW_ StEINIFT TO THIS LAFITP THE SITE SPECIFK� ORNWINCS FCIR RrEW. � EXISTING WALL OR FLOCAL ANCHORS SHALL 01 LONG ENOUGH TO REACH 714E MAIN STRUCTURE 13E)HINO SUCH PANELS ANCHOAPit SHALL BE AS MUMONED IN A 1) AND IN A,2) W THIS P.E-D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND =�VJK Of ME PROFESsMNAL ENOWEER Or RECORD ThAl PREPARED IT I8) 10, _hL.=_.WA6L_A5_1X.9_-2D 9"AaNCHORS AS MANUFACIURED Ili I I W BUILOEV, INC 14 SHUTTER WANUFACTUREA'S LABEL SHALL BE LOCATED ON A READIL� VISIBLE LOCATION AT STORM - I' f*' 0 , 7/a' CALK -IN ANCHORS, AS MANOrAMIRED Of DOALI, INC (NIN. f'c.I`rEc p, i � PANEL SHUTTER IN ACCORDANCE WIT14 SECITION 1?09.9 3 OF' FLORIDA BUILDoNG CODE. ONE LABEL S44ALL BE PLACED FOR EVERY OPENING LAEIEUNG TO COMPLY WIIH SECTIO. f7OFS�,, OF 14E - 0*0 � 5/*' $OU-SLY ANC"OR5, AS DISTRIBUTED By ALL PORa SCREW, GMT * SPECIALTY CQ� FLORIDA �a,NLOO* CODE . (MIN, I'-rapo P'.0 -lo - J14-0 PANCLOATE FEMALE In AND PANELAIATI, PLUS ANCI'MS. AS MAHAJWTORED BY ELM CONSTRUCTION THIS Ostoon4o AU, ONLY BE: USED It) I I (MR r-701, #,.i) ,%% 7114 OSTAIN PERMOS IN THE !!1_2LE:2� ��P", III AKA, - 'FRICIOUrls �A' * Cr ?AP-GAIP ANCl*R3, AS 944VUFACIURFD BY TRV-FAS7 MRIPOPALON N 01, ... ... 71411, 10, �v � - '. I - " _'.. � Hi2h Vetocily Hj,d.a B 1) MINIMUM EMBEDMENT OF TAPCON &NICHORS. PLO PANELMAITS AND CT TAP-GFEP ANCHOR, INTO 4IF CONI \,NGEh_ ,_ __ - FLORIDA BUILDING CODE no Zen*) ,7.., _� - - - - BLOCK JNTT wa BE I I/,. __ . -1 .I I �, S �. 11FLIMM 'K 20 GAQ Z . NO. 4 167 � S — - 0 2) CALK -N 4 SOLID -SET ANCHOFFS "a BE EMBEDDED 1/8" INTO THE CONCPE R,OC* OART NO EMB0NEArt ; -- ----- = �---- INTO STLECID SIULL OF PERMITTED 4/4' 20 SCREWS USED SHALL BE T. 1/2" LoNr, MINIMUM :iHOUTE TTCCm -Z * �_ / 07/n/Nm I - , - �1, rt / GLOBAL PROTECTION PRODUCTS, U.C.1 � E*L"' A") 1" W"'MUM FOR WALLS *r4 No STUCCOL a -'a* 1IL 1E C Omcl' \ STA __ mc. .:p .. OF - --;j� ------- - I - 61 TrIFF, - .0 ,� S, 0. , - T C ��" TILUR TOnING . ...Wgigi -..I DN'E. "`_ -To - I III, ;;�'... A�OF 01,, 11�4 20 176 ,.-',, - - - .� _,_ - - F, .1. PRIK4C I-)--, F -fiA1 , . � I , -","',�P , � ... .... "I �1� I O. - (HH. - - �_e"H`I MM .. � SM - _ - - - ___ DR-14 N� " I n I to';f OA� �:11,44"J,SAPWV,,s�wn . I P. 17. i i I _1 I I" ILML%% ..". a- LI,"E - . `Ktr` I . 2. 1 U f On 1 - i - . INSIALLAIION DETAILS FOR REQULAR EANEL� (I & jA _� INTQ EXISTINKi EOURED CONCRETE OR CONCRETE BLOCK STRUCTURES .. coNcItm `MICHORS (WE $CHIMME ON V &,tSEA a ""Dvo. $I coNcRER: AN(:Naes . (SEE sc"Ecu" OR— I I SHEETS a ,,'ROuoP 1) 1 "�, . � 4 _�� . __ . 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I - lil I I I � , I � 11 L-� !_i_,,n,,'-:_ ,I I W R �, , , ,-"�-� I I /M W* " A � I I I .1 6 vas cKwu I [ , , - ., ;;�, - , - � - 1 " I �wwo g "� � Aw W. . 9 1 &, 1 _(D I 6 ONMIT4,6 IN -1 F" �� ,M)"AA i - MA wwt iot I 1 I2 t& .0 0� A V, , ; 1 - _�o � :1, * I :" I I. - I I I I I I US I 1 i =". SEE eo'cooLr . , m-__ F--ot v,4=,"- 1 (1) I I 'IN- J i =_J [ ! I AAFAPAN 1 " 00"� i � 1. � 10 I i , .- � 411 I i I I k I k I", __ " ... V I , - I - -T- I, N - I i : � I M"T"S � - I � N I I - I Z_"E_� - � - I ! I ; : : i - T - - -�-, , , �� !,r�-rf -,--�,, i . p_; I - ! I �� I EXISneo; POURED ED. .., 9 X i E I I t � G I I * d - I I : i � � I I 7 2 - _141-AM, i I I I I --- � - - 1 g - _f -1 IF �. It I , I I I � I i 'it, - I ! 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" I? - ?%,- Z - 4' �`_ -C , , __ vAccEPED .1 STUD- __ �_ RA (�) 4 . -, — - " , (SEE SCHEDULE ON, , CONCRETE ANCHIm � ,� Ism SCHEDULE M �,� - S_ . I'- , ANCHORS ,�_, ,-,q � ,.A " (SEE SCHEDULE � - `F, -L . � (SEE SO c" S'Em a THROAT,, 9) 9) - SHEETS a TH,lovoi I 1, . SHEErs a n4g� 9) SNEETs 6 omr� III WALL MOUNI11:110 WTV - I IN QUNTING scAL-E 3/8-1, WW ALURNAX IBUILD PUT MOUNTING §&W , -1 ""I'll 11 - 111 - I i IF I _________ E�D, - EDGE DISTANCE (SEE SCHEDULE LIN I i __T I I _�i- SHEM 0 & 9) ! , 11 ! I I - - I a I - ". "" 5 'C'OMB,NED ." 1 O., . I. I i Z01.11:1111.u�,",�,�TK I __ 12 I/r - ;� � A! 9 j,olitt"'Itill, "' TOP & SOI 1.1�%= 1 I 1 : L..._____-- ,% A ' �14�'Nl, INSTALLATHo I __,R�'r-_' 1� ,� :�,_�, , �,- _::g,-�, , � -,�,� . ,�%. "" �, � I . i . - -� o -��, �01'%N�'_�Atfk , , V � ........... /,, !,I, - $: .' \AGEVS"--..�� s '. k1t, ,,; CXtsnKc POURED � �, : 1 . - I : - FLORIDA BUILDING CODE (HIRh Velocity Hurricane Zone) - CONCRETE -,,, ", � REOLHRED. �_ �- - - -E.D - - � . CONCRETE A,Cmm , , � Z . A 2* j- 54767 _- == = ,� * : = i -*= - .20" P17M. F`V`. 20 GAGE GALVANIZED STEEL STORM PANEL ly ORPH, B". 7 t, IMOP,OO ii= I= e) �all.&I gl) CEILING Affi�jlt(TNQ -o' � - i , T, . - - ��._ __ ` 11�� , - 11,�., ., - � � �,R`t 0, 71� / _\ I GLOBAL PROTECTION PRODUCT% U.C. 11LIEC0114c. SWI "t SIRM "'A""A" (Ax. . ,Y. ...'__ __ TIUJT "On".9 ft .WIN131IAN1 COMPANY w IT. 3,21. 20-176 `1,A,;JNAL E_�'_Cri,,!_V__40�1 - - _.. - . - eN_�`, APH, AW.L to" _�t_)-_ ni-rKim.1-I.I Hui�)�e, - OI,IK)ffT,n 1 0HIMPIT1,11"'Z �. UR,I U-09,4`19 =in I 11" 2tT!��l C"W`W ,: 0IL7 ;;w , -.. , . fRODIETLEYAL,UATION REPORr NO, 20.072n.ai 3 6. MATERIAL CHARACTERISTICS AND .SPECIFICATli Shall be strictly In accordance with General Notes and Components indicated oil 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. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on secCon 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 0q,011010it", ,�k,,��P'- . Z 4,N, _' 1, .. - - - ..... . ' - "' . . r ,� E . . --- Z'� �--.- ,�c .. __ -1 . � ' \ ,�77�_,�_ .C,:_4o. 441 I.. = � _ --- T�*_,'____.��'* : = ' I ��,��,"�, *.jQ= - STATE OF "' f . I I- _-�-, , 'ff�; ...� - I - —I _� .".. 40BID � � , , I vl:�� ".,. % q__, ..... No, 8/0NAL ,, 'I'looll"01111000 I WAMLL D�% TILTECO ACN40N RECORDS % P. E. REPORT.20 � GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STrLL STORM PANEL� DRWO * 20-176 � REPORT # 200798,01 '_ - "T I I L �TIE C�O i �mc - � TILLIT TESTING & ENGINEERING COMPANY WALTERA. TILLIT, M, P.E. fifrcCQ@WI,C0In PRODUCT EVALUATION REPMT R.P-P IJN� 44I67 11,1�,A. L-'O. A05?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection-ftcluctL_= 4800 S.W� 51 Street Davie, Florida 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. SIG20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affact its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1 � PR WLJGT EVALUATION DOCUMENT (P.E D_).- Drawing No. 20-175, titled -24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by T-ilteco, Inc,; signed and seated by Walter A. Tillit, Jr., P-E,; dated 0712712020. This dra Evaluation Report. 6-355 N.W. 36th Street, Suite 105, Miami, Florida 33166 - Pb EGULAR & LIFE SAFETY STORM PANEL$ (SCALE 1/2�1-) - _' --'- - __ - - - - - - - - - I __ . 11 15 I W ITMAL WIDTH) __ __ - - - - I - --- - ___ ---- - 15,0V (TOTAL WIDTH)- � -.---.- -- I - - - - - . . -- - - - � 12-500, (Eme-INE wpm) - - - � - - - - ___ -- - � ; � I- .- - - I _ - 6 1/4, I- - 1_1__-_ � i ____ - - ----6.250 ,� - --- ___._______ , 1 1.1i -- I�Ifo* � "'I-5W 1 . I ", " �SDG` ;- I FO, - F__1 3�10'__ N. N , - I I I I � � "', � �z ,7-I_150`, � 0036* WHI THICK r- 1. 3W --� ,,, �, !� I - - - , "' 4" ____ JW , , '4=4 AM NFL /_�,' I . I- � + ,II < - -1 OR" 50 WHIM , -1 . Z i5o, , ,� I 5 " � f�: , I I HWP_� F "'" KIM 7, - I - I .." - I I / HMM I I , , /i� S-TM- I F , ",, W C-60 CALVI I � ,_ I (�" ) \,r.,. Ak 2,asr- _1 . - ., 'ANGED I I C-Se MV , - - SETAHL !�T_ , , � - DOD ,W4, "., �,TykpI -,I, A5111 _V_1 _�q �7, 2.wol, 1 Typ� I 11 ±(EUMED 11�� I 21 I - 5t " _'_-, I t \ //; , I EG tNS11 B DETAIL �_r - �, __NEMMIED � , '� o""', So N'"A"', E _iiL ' - "O GAV / N N! . MIS -11.,TC 6.16 - -I:WAILEDACC , [ \:�), . I __ 11 . P, L N �i_ �� , - - . - __ . ------ ------- 3 ---- I 11 I - � - _ ___� L I ___� . I I , _ - I--, ,6- - - 1�350 -1 3k L-1.350" I _ - -_ - - I 11 __F.250__ - - - (1) 2192M PANE (4 END STORM PANEL i7i�---2.11!7' - ; � - I ------ I .,,,--, - � I __ - __ -------- , .. � I , - 2.iol � .1 - , =1 f 7 1 ~LS rt�v LAP � ____ 1 125* 1/4-20, 1/4-_2% 1112f ./ 4MY6 rnar, _- - _".� I 11 ADD* 1.2-0, 1 Ilea- U� - I __ - .7bo, - ad, SERIES JUN SERIES - '150 -_ ,__,� _`Y, - � R, M V5, FS Sim MINIFIED, 54. SIM roap - , , - � - , '230.-n I I -I . � - TO , - """, - 11 ,1 :r _,��_ , I A.GLE " ,->' . : i7 l I L � 'Too �,-,�,.t :Z 1/1* 0 � - - ,_, I -, I 11 11 //,��Z;Iitl __ . 1� ,,��, to-W q5. . DO I .093, - � I -i I - I � & - " -_,< � 3.., 101-3, 1.093* I I 'i , ODD . I .Wo - I i-x:::� Ima' o, ,� <, ,�:- _�__ 2 > , I - 1 �-_ _,_ _r I i .939" .039, SM 11 �� - 7St WAL I "I � - �250- ,��- � - r P k 1.,S'�, t , 71�1 . zvl; ClL _ I I I, � I- 0� '25- 'it � ,�, - HEMMED I , ,:".�,- ,27 � ,�,, " 1�_ 1 - -, 2 � I 11 1� � , ,6 � � .110 � ! , , AALI P - :-I �1�1 - 1-11 V M - - ,- - - I SOO, - -1 _00�� f , . IL I .- EIRIC VIEW DEJAIL A . i� 1) , W / �-_- 2mo- - - ___!LOGV - ROUNDM CORNER * ENDS OF PANEL'S ATEA, ENO LIP W1 HEMMED EDGE OULWAM (1,LT S) (j) !e_ffA= (�) (�) ANGLE 4� AN"L WITH STUD @ AM= WffH RUM mp I - -1 --I vAM I SEE: DV. ,374- -4 I/tA * 2/14 — i : __I aL344- .UP, TOP Wcl� - 09e �374* - 750' - � 390, PANEL * --�_ -Plw � T i-n_- I I-' - - -M 30. SEAM . I - , _� - - I- '" - ' ,W- t � - 125*_ q... . . /,_t� __ - i .1 'S. STOP RNM To 75 �. - - A:7 ,2 ,/2- DO ,I, - I r�- ��.- I 1.40-111 �- Lj.!, �- � 1 D6 8---i ) --- i , _ _ . 67 4 , I - _15io .� I+ I - __ - 1. 671' tC, ". 1 5(10'�l ' _� - - � - - - '063 1 - "_ "I. - 6' I I I '-4 Z 7�O tEVERY F,'__, L - - - I � R. IWO LOV= , I I I .957' I I I t Deo* I, 1 PANEL OVERLAP _ _ - _ _17 . ,-. .M � . I 084. 7.000 . R I I \_ ,iis`o �_ J - - low-- - - _TYP ) (�) I _____ r.N r.3"I 'r TRACK : -1 - �Zy AX______ T FLAT PWEQ 1063, _'i k!!,J , ___ - . OASIS' Cleo.) 1,044' " f 1441111144"', KTH Slu CALYANIZED STEEL I - - -_ i .3 1 44�!_ _ � - ' I -'ONT, I � - x1o; A� TIU7^,, T , , _� � NF, � _M'. is W . " * -V j`� i "[�, - _,�, 7-I T) 4p �';�&l _.- ,I, 1, I I, 8 . � 375*10, 3et 575`9 , � t., , LJ L_i( - -, 44167 '* S I t-Ir- - % ' r _4 -)I �- No, � 11 13 ;- 2 r 75 � * 11��, Z , *= I , , !,- __ _ - � -, I- . * . - FLORIDA BUILDING CODE (High Velocity NO Cone Zone) I � � -*. I ,I 063-- �,_, � _= RIG TYR I ,E M I I, STATE OF .',I,t �t -2= mym AIc " !�� , - , , I __��_iL!50 A25- 1875' LATED YPNG Nut , - ,,, -,,g-, ;'t 20 GAGE GALVANIZED STEEL SM14 PANEL aireN, W - A �t ,,,� il�. 0. . I :EX HOLE �, . -- , 2,000- - - (�� As i.� . __ _� -,,�� FF." I,- , _� j__ \ GLOBAL PROTECTION PRODLIC . IM/NVISM �i,�l A - - -----I- 'm LLC A#",., AT PAN AitAr 0, , _S________. _- OP'Ll I �IIIiIoC'___ . __ � , F ,�� 11-LAC 0 INC. , S.W. 5, STREET ... M� "� - _'� ' � hiiollot�_ , AJCRNATNUI� USE NINO HLa W/W :W , YET— - " - R_ =. 20-176 �7 .,�.j._ _,.,. , re, ALLIJAIN M ANGLE MONOLITHIC WNIWIER W/ APOITKINAL. Z 1 - . Tow - IN, .)M-750, IV- ils.)SIH-Nm - non --I- � - , —T--1 — - - 71BCft313V WASHER (STAINLESS . - tA-tKXHU,. $7M M MICHEL R,ATTED STEEL) ii E SEAL/EKeeTURE,,iMvr = u-Ps - I , r 11-7 1 l - I - I . I - I - I--- - - - - - - ____ __ INSTALLATION DETAILS - EQR REGULAR PANELS C� & a M FOR INZWKIM IN MOM MOM INTO EXISTIL49 POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES 9240M 3= OR WOOD , I =TEA=1E 1E.1 �. CONCRETE AICHORS . �1� I . _�V,- - YAUD FOR KOJ-LAFL LIFE SAM ANQ E-Z K" 9M ?ML_=Mi( OF "" I. TAP-014" (SM W,MiMu: O. -\ .� 4?*.V."T-_.yIO' 1. - I,, I 3K SCHEIK" ON SHEET a & 2) Sr N -.5-01AFGH ;9;�\� .,�,�,- I.- � ; 1, - , , M , , I, � HIP- 1._�I_f_a 1:4 I ,�� - ,� I � . /2, i ,,, I _ � I.. I I �; �� - . __t r N� 4 ;*) I -=k . -, . . � , I � , J ,, . 11 � . - i i ,,.: j;�� *QS1 � 'i =,;� - I -4 I � ,", I I C % (�) I W I < =EPDURCP� I --- ." .D. �� F&:_=� J / I I I ill, r- ri eL000ee �_ I I ) I li��, - - , I_ �Ifl_91 � I �il � 11 I , I I t - , , , 1 E :, i I ,�; 1 11 � 03 . 4� �� 1', , '� , : D : I � I �, . \\—/ =� -11 I __04) 1.� ,��,4�� -�L I I -- - � J� I " .z � I � :�_,� I - I � _,,�� . i i ; "I I I I _' I - .i; r I � I - �.� . i � EXISTING POURM 1 I � * 0 - 1 � ',V - ,7 X, . & WHERE OR ___ , ,-,-- 11 , I 1 . cl) � "I I � I_= W CONCRETE BLOCK ! , " i '_ 8 WOURim, I I . =1* ! I 1 J i I �, 1-4 . -ill-ZL -, � I . ! i CAMVN) (D , V;, ^, I ,��,,.Z_�_ - I I 8 �, - - , '' �. I I I . .1 --- I I � I - - � - ,� t I � 1 A I is I P-t- _v.�z,,,- " X I I , � � ", % "M 01 o' 1 � _; V2 , SCALE 3/16-7- =--" I MONTH or I W-1, I I W 0 I I PAW Fee 4 414. 1 I r�. , W,," . "" I ,� I Wo. S., , . -?;I.x & =11 ", " I. i F =-7�n.- 1 ; - � . 11 I i A - MPHLoULL I = ] 1 -4m = - Z � ,I,- -, I .. v,PAqA,.W- ,!I ::;:��_ ,___ I. �cosleins - I ____ft IT, ou,KI, i - C, ) - - 41 (D - 0' - - i - Co � I d I i T.��M� I L_ — — f-- IN I I ,:: 11: Z 1/1, -1 I ; ;Z ; =-. �'. . 1/1,11 `Ptll � I "Ir; . - 7, I : �"",4_;�T,7-� I I _4�� I 1i I —, . . I n- �� I - ==__ o " ,,, - - - - � . - - , ,,,10,�� I ;J �� i�,��15, -,", i I :1 V., _� , � 11" , - I No,— - �-. " D.ETING POURED I C D� I -, I � , ,� I I 1� MF_1_1F1.X__ CONCRETE OR I I " � 4 CAS1 C (PLM) ". Co, I ( EX .1 );,r- I VRM earA . I Cq"N) REXKftIUFD 1.111, I EXISTING POLIRED SCALE 3/,6�1- f M ! . A __ __ - I 1 ! CONCRETE OR ''I I , i I 1 CONCRETE BE= `�, .. '. - - t �� RECLARED /,. ___gg-,gJ 1 61�_. " , I I I � � )I ,�,V,., ,,- ,,,, ! , lt�� - - ...'m .W- - ,, J= , � I _ __ _ , , ,,, . I , _,3/4 - . NY 0141�_Oill . - - I , . ., - _. OR � - - ,_,., '�,!,I�_:�::, 1, �11, 11= .7 1,442- rw- - 1 If ,;�, COKAM ANCHORS � - _* � " _��' ,�_ " J 9- I F. I � , ` � (-4) �' �11�11 , (SM ------ ,� , � _ � - - US TAP SCHEDULE ON I _ rox SMIEDULES ON I " Shormel & a) W, 9) ,; ,1,I,,, - WALL MQU.tJ1149 (Q-11,11-11 SHEETS a ....... BUILD I 11 __ i ,, 1, . ,W, ',.� MATEM _ two QWT� NMI—, � I , ct� / - "�, , A-T.0 SCALP 3/8-1- a., � -.-','/ N - � 1 OPEN- WITRY) , t = wl,= =.* . — , , , O[KIE OF rX6D"C * NEW I' WOW , VARIES X 1/8' ON, wo - 06,,,,4P Ho - I ED EDGE DISTANCE , '(SEE NING ; - 01 -9 I I � THICK kUM� TUBE 09 i' 4 Sckma-E ON - QISYP�411 _ _J4S7I G STU CO/ P.T, WOOD PLATC SPWCER � SHEETS a & gi . � _ WOOD'SAND C �/� ! - ov L , * NEW I" WIDE ,. VARIES , 1/4' - . - - I �� &UM , TUBE OR I- , VARIES ---I;i i IEOI=- , PT WOOD PLATE SPACER _-, I � I i I TOP & BOTTOM MOUNITNIGS CAN BE I SCAND TRACK ;,_�_' !: 6 ,_ i . I COMBINED IN ANY WAY TO SUIT ANY CA&Nposl � 1� .11 I xr, CONCRETE A00HORS � I F L-,, -Y (SEE SCKO"`P o" I " _ I ,FAr INSTALLATION, I - ; 'K CoPt I SHEETS a I".000. . . I—- j, 1" - - - I I A - t 5 I 6 � .,JU, I I - ?I - J 41"', -- �(t) P. C"' -, ;P1 I ,_ . � �=4 _,_14Z . .. "' .% DOSTING POURED - _Z. .-.;-;� . . .- f?4`."r5A, cons Zone), I .i, V_ FLORIDA BUILDING CODE (L*Jh Velocity HU _. .--.- "OHORPIC OR " - -..- - ., It OSE 1 1�2' Ml� DONOR ,�, - - t,EK0 . . . I c. ��II 3 ff BLOCK ". = " ,,,,,A I,WN , 1� .2M ATEOI, M 11 Mo.. RECLART � 12 I I New, ? 20 GAGE GALVANIZED STEEL STORM PANEL OFAHN MY : . X6, SECTION X_X SIR,, - _____ -_ - I * ------- ,,;�i�,-�� I ___ -1 1. 'n"e"'""o GLOBAL PROTECTION PRODUCTS, LLC. SCALE 3/8- - - I 1 . " <:7 JZ � - - OUL. -,I S . ..... 11LIECO S M-1,_ _-, QUAIL EQR INC, NXQ S.W. 5 .111F, 1 AT TOP OR , a;I% 4i c,� I ,&, l," -,_ , �, 2Q_i76 TAME, n� 3"'T,I I 11&1!1��3!Q`,_ '-717f,11r_$F117 - -04-.tz. —.,,=_-_-_-,o "ME- ()G_643, nP, ",N,_,V _-- - - �1i;,,to,11AL 14�MoX- Ok-Olm"I -1 __!!� . ....... %NtC,.aE,,FTATE I *N`IER �Im .I. 52M " - !q, - SWEETIS OiIa, I �11 , �, o- PR0DUC1-FVAI,LA1-10XREk0_RTNO. 10-0727M 2 1 -_ P . Large missile impact load tests were performed under SSTD 12-99 standard as per section 16091.2 ofthe Florida Building Code, Uniform static leads as per Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated Oall 1[02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E, and Report No- 0219.01-09, dated February 25, 2009, signed and sealed byEdrnundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 cifthe Florida Building Code. Test Report prepared by Anneirloan Testing Lab of South Florida, Report NO. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, s[gned and sealed by FrankGrate, P-E, as perASTM L-8 and Tensile Testes perQC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. "TRUCTU LENGINEERING,CALr ,��, On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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. Calculallons, prepared by Tilteco, Inc., crated 12/1 8110 and 08127113 (for this revision), signed and sealed by Walter A Tillit, Jr., P-E, 3. MISSILE IMPACT tESISTAN ., NICE, Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESI$TANCE.- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 10 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm Shutter assembly, as per SSTD 12-99 Standard. PROIDLCT EVA1,VAJM_U9QRrNQ_&-== 3 , 5,� �TION� Installation shall be performed strictly in accordance with detaPs indicated on sheets 3 thru 8, 12 thrul 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3� 6, 13, 14, 1 5, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 11-MATIERIALCHARACTERIS CS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on 01:10 sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. P%J C - Z 20-175. C14 ____ to Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E,D.), drawing No. 20-175- CZ 1--.11 _�J -3 7_].WJTA__TIQNS AND-COND-11-10—S OF USE: --I 7.1 � Shall be strictly in compliance with General Notes No- 1, B thru 14, indicated on sheet I of 18 of Product Evaluation Document (PE.D.). drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T1111t, Jr., P.E. < 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES V as defined on section 1020.2 of the Florida Building Code. 1 7.3. Product shall only be installed into poured concrete, concrete block, and I wood frame structures. . Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida Licons � No. 4416n President of Tifteoo, Inc. (Florida CA-0006719). WATILL D_,�TILTIECOADMONRECORICE;`IP E.REPORT.2C GALVANIZEDSTIFFL. STORM PANEL kDRWG# 20-175 � 1 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. _b,IW/10, 291/10. 3W/10, 4W/10. + s/s SW/10, SWIII & 7W/11 -1: MAX-__ __ _'. AHICHORS� FOR CONCRETE SEE SCHEOLft.r ON SHfEE75 8 & 9_ - __ __3' JACK - I I MIN FOR WOOD SEE SECTIONIS ON "em 10 & I I � '" MIN - —,- 0 0 �� 0 6 1 1 �=_ ____ __ - 13- __ _______.__ I I T-1 --- IF-1. -1, --I--- - , - _ - 11 11 I � �I, I _1 D.M.� 02.(�)�' "'+ I,--,---,---1-- -r--T-- - - , , , , --,--,--,- 1 - : , I I I I , I 4 1 1 1 1 1 , I , I 'IV - I , � , I I - 11 -,. I , � �' , , '� _ , I I t . : 1 1 �- I � 1_____F_ _1 ��_I____T_ __ --,----, 66 ' _,',__Tr I I I I I " I i i I i � I &<D. 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I I I I 3 I � I I I I , � I ; i I � 4, I -i - � - I- I - I ;- ,I � 1 I I - i 1 ' , , :, BOLTED P /" - - - �- 1 7 1 1 1 In MINIBOOM PANELS , j , � ,_ I I I : I 1 � 5.5 M.S, ANn_5 W/ I 20W I I � � � : I s I : 1 SOLT W/ 7/9' . 3/32' �, I 1 :(SEE SECTIONS ks I 1 � 'APPLr-AsLE) I I i i i 1 1 ; WANGNUFFS 9 EA_ OVERLAP I I 1 1 i 1 ; (SEE SECTIONS AS APPLICABLE) I I , � � i I I � i 1 ' ' 1 0 1 ; : I ! i I I I : I I �, I ; I . ; 1 ; 4 I � � " : I � � I ! I I ; � ; I , I � __ - - 1. _- , J , , - , - _ - --- -----_ _ - - __,__ - , ,, _ - _ _ - t _ - _L J - e : 1 1, I I , f - ., - ,- - I I : � __ - � � - I , , � i - __ - - - � � � 1 -�- - - f � - � - --I ED I 1 � I � 1 � � � � f 1 , � 1 i ; � , I W � � 1 � i L I I i I ; I 1 � , � i I i 1 I , i I I I I : � j I � , I I 1 � � 1 I � I � ,I I [ I , I . � � ! , I , 1 i i I 1 : � I 1 i ] � 1 1 I � � I i I � ; � . I . I , � t . � I � 1 1 1 � I � I I j 1 � I ; I � � I i i I D.M"(9.@4)- I , ,.I-- __ � --- T � ; - 1 - -i . __ - __ � 4 -1 R I , I I � , . . I I � . ] i 'w"', I i , , I I I i� I . 14, � 0 i 4 1 0 e (0+@ 1(�)_ @ I @.r, - y W,X - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, __ ,_ - - I' WN� I' MIN � I Alle IW/10, 2W/10, 3W/10, 4W/10, 6/5 SW/ I 0, 6W/ 1 1 & 7w/1 I II ANCHDRS. FOR CONCRETE SEE SCHEDULE ON WEIS 8 & 9 I - __ - __ . - . ___ - FOR WOOD SEE SECTIONS ON SHEETS iO & I I Ll! & &I ELEYATION N T.S 2,67' ;/A M CAP (MIN, 011711�p _1 WHOSE VXJ.M ... J /1Z I.., I - i - ___ - : � I I ; ;;: -Pan-mFol 7= I 1, � .1 , � � /_\ � I ; 11 - hol __ - "_�_ T�i 7T7- 1 "IA HAV4.- AMR Ai��..... ... * ... ... ... i �1�1 I- I - , FM�" .. FLORIDA BUILDING CODE (High Velocity NO, icons Zena� 151 - - ' ` NNOT, A=L _. 20 GAGE GALVANIZED STEEL STORM PANEL 0 ,P " ` No 44167 -. 1i FWNN ay� = * . . M *: _ .* ! - / __ 07/UM SECIIQN A- . 1 GLOBAL PROTECTION PRODUCTS, LLC. GAM N-TE. !i� �Itoi, Alt I - * �--�.-"Zli-----'�:�', / 1IL1EC0'iPi7\\ � S�W. 51 STRW. ,:;,n% _10, O R kip-_., - . - TILLY TVST#4�& ENGINEERING COMPANY wr, A- =I' 20-176 .. __NP - (1_)N"-7,PQ, F QMHKM-_7 -,%-f,-� .. .... � ...... " I--,- -:0-N.-I-I " - - ;---- - - D� Kow - 'AA,A',;pt �*WN./S;4,_W/aw I "' - , ---a "n WALTER I Air R .1 - I ; W 11 � - # L,zL - - I . � - 1 I , I L - , 1tqSJAU,9ION DETAILS FOP, REGULAR PANELS(1) J - & U INTO EXISTING PORED I CONCRETE OR CONCRETE 9LQQK -STSUCTURES ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 CONCRETE: CONCROM 7111=181-1.1. I—— _ -1 -1 I- FOR2WOOD SEE SECTORS ON SHEIET 12 ; _2URED � CONCRETE BLOCK _11__?OUPXD _ LOOK .� C.", r . 1 3, M.. 3" M_ � REGURED CONCRETE ANCHORS REDURED I REQUIRED I _e'� I. k4;o W 1. V. - - (MIN. 04ERLAP -L wim 6, 1. a am 2 - - � (SEE So.Foull ON SHEET 9) ------ f-0=111=10-111 L I 1XIM= - OJIL : 40 Kivu . . I � 1 I SHEET 9) I , SHEET 0) I . � I 0 I - rl- - I � * ;,* 11 0 . 0 ** I I " I : , 1 - --I , � I I - . I I ------ -------- I __ , ,,,� , I � I _ I " I , I � � i I � I - I � : : , , J � I I . ; , , � - � - f .. - I 7 i I � :. I , 1 ,� s� , R i ; c =:_�SIS 1 , 7 L�l I � -Icz -5 :;_ 5 : :�� . . : � . I , I � I I . I ; , I � � , � I , I 2 1 I I ! I I �, I I 'I I 1� . � � � I ,�; : i ! I I � . ; � I I 50% I : �"L," : I r I - 1 ED, - � i 1 -D I E� I I 6 "%I- � I : I I I I I ! . �, � OF ILI I . I � I MAI, . , I i I J - - . ��, , I .� ; � . I 1 13 ',L 11 , � � - ( , , . I - , I I L', I . --a i, I . , L � L _ _ _. - , - � I - - -1 L_ - --- 1� L �__ - � , a �_ - - . , - __t 11 � I � I I 1, 1111 - _ , , 1, -1 - 1'1� __ __ �, - I � , 7 I 0: 4 . I � I '_,+�,',' 1-1 � I 14� _ ,___� I � I � � - " 1, I , Y �-�-- - - , ", , �, �,." I i I I I -, I I � , , , � 1�" , , ��_�', , i14- ".,.,.I- , , ., , I I ;I , I I I I , -� I . � I : 'i , em's I _�_ , I I . , , I - � � 1 , , ., , _r d I I I � 1 1 � I : � I ! I . 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I � I. _1 � � i I - � _�4 -2093 4 SS. will � , / " �, 1/8*.3/ * AINO Hill , I_ � . � � - (MR OMLAP ., %HXF mlo) (4 1 - le" - - - ----= 7 - - - -- -- -- - -� �11, __ I ,1= _� �_, � ; - 'r 4 III '"C"fols STAMM 0/ � & 12 1 2^ Ot� : � CONCRETE ANCHMRS � j_ - Isa SCHEDULE ON � CONCRETE ANCIA�M I � � - (M � I SIT SCHW�" ON I /4' MAX. CAP a 1 FC1 9) I c SU (SM SCHEDULE ON SHEET 9) � S`IEV 9) i INAM OZETE OR ZIETE� SECTION A!�-A Clxo,) _ _= I;= an � ED GETS OR murpCK QVITUIRED SCALE 3/,32'-1* M ract"ED I A",D WALL MOUNTING REQUIRED RICI AND "L� MOUNTING at %�w INSTALLAMN --SECT" A - SCALE 3/8-l' ME E� SCALE 3/)B-,- SfSTIONI t SCALE ,3&j� ,"too, 'A 0 ,,ow " A T , � , .:..,46��% '1__Qt.'- - _%*�'C' E N * "' `�� 11*�, - ' �f '_ FLORIDA BUILDING CODE (High velocity Hu cons Zero) E.D. - EDGE DISTANCE (SEE SCHEDULE ON N SEUO : TOP & 8070M VOONITINGS CAN BE COMBINE' IN ANY WAY TO SUIT ANY I .1 . Z : = .� No F44167 " 1 _ � = * � - _ = : * I;�_= I � , . -_ . - T 0�� . � . . . S E 0 - , .7- I.. ,zlen, PLITOO INC 20 GAGE GALVANIZED STEEL STORM PANEL - - I _`\ _,� - III , GLOBAL PROTECTION PRODUCTS. LLC. / ILIECOimc ' I.I, DIANN By- ' /U/2m AAXI SHEE7 9) U INSTALLATION, _ Z�0� � .601, $-*I Ill SAW 1� R0, TCIPPNI VL� WIL A_ 3WI. - . *"- --- - k... *.`.-.�: I- R.IKEER, _=N01. PAoWL (454)W-7�A, lAx. nu"11707 I LVO AT, 1. 20-176 . ...... - I 14 0,4 _00ftl, tle"", 1�� 1��I�i��ji��11� ;�� - — I - — - I. .... ... . lir0,R---L- W,,L TOP & A11T 11, P. -! �'- 5M �IS, J 44107 , �- man � 6 OF a � - _ 4_0 (3) (3) _c_- U) _0 — M > (3) = " 0 = 2 (L) 0 L_ CL -il-a = _0 0 (1) = CL ca 0 -0 L_ 0- - 'a) -6-4 0 (1) — U) (2) -L-- = (3) =3 -0 Co 0 -co -0 U) -0 = 0 0 C�L -2 = -= 0 a) j3: C_ CU C 1L..; .0 a CD LL_ � 0 — CZ > .I (D %_ _#--II " ca. ,00,w — �= - Cn Co -0 40-2 = . - CD .4- C/) CD - < - , "i L:SC:::I L r� = I c-, C11 00 C'44 LJ_ 'e< Q_ = ,_ C-4 .= C= CZ4 -2 W �Ic _= CL) = :5 1=lex i cc M3 L_ LJ -0 = a) 9=1 ! 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AND PANEL'S LENGTH UP TO FLORIDA BUILDING CODE (Wigh Velocity Hurriourn, Zonv) 2� FOR NEW WOOD FILAME CONSTRUCTION; WOOD MEMSERS TO RE PINE NO, 2, W/ SPECIFIC DENSITY 01' D,55 OR EMIAL SGLffHERN No. 4167 V= IkTCm ko 20 SAGE GALVANIZED SIM SIM PANEL ,RQm_EgL= ST Of GLOBAL PROTECTION PRODUCTSO LLC. ME''- TOP & BO E, IN Om OUNTINGS raz COMBINED IN ANY WAY TO SUIT ANY IS �w WRW PIAML 0, 'M�. (M)SIXG-VII 20 176 Otim A. LATIO IN )NI; ORAIM ft, CONCRE'T 4NC14ORS CONOWE AhV4M I OONUIVE AJ � I Lv. ON zHm IsEr SvxzfLuLE m WGIDIXE ON m wX0 � SM ON Aim �5 I I SHUT A) -s 1w/15 2/4,, 24^ 3/4 OF 4/4 1, 2 & 1W/15 PoLwa RMA PoLifto CONCRETE TT ROMPED �x I 1 L1, i J-1 _11 LAL _1 1- J 'I"I TI-T--1 smipw 0"- , �sm so"GUL, -1 1 T F 1" I I MOD, O�WILI I (WFERM PANEL) (on" PARE 1 1 1 LmIdplROTO, 4 1 1 a TO GLASS ='I., mw 11 a 12 I/r cc, SIM 4 12 t/1' Go. mt, 't ,/,4)1 1 q. ram A-1-1 GET "t AT �0 ISO K. I/1. 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ORA$ AN INTERIOR (AW LOCATION IN BETWEEN END LIFE SAFM PANELS MAY 00 MAY NOT K INSTALLED ADANGENT TO REGIIiAR PANELS (W/ OR W/o REGULAR, T114CKII.) sa NOTE 2 LIFE SAFTTY STORM PANEL C0056M OF 04,31' GALVANIZED STEEL STOPLA PANEL AS PER COMPON ,MEET 2 Of DRAWING, =. ' ,M,, _L T RAN, TO RE RDMEOJER OR JUSIALL.ED FROM THE IFYINDE OF HIS ITSELF STRUCTURE, J. Um UIFET� PAN REWRES TOP TRACK TO OF COMPONENT (D BOTTOM TRICK TO BE COMPONE PER T 2 OF THIS DRAWING, 4, (MAS COMP WENT LED WALL OR FICOR MOUNTED FouOmmo S=IONS I BE 2 ONCTHr, SHEET. AS WELL AS DELVIS I & 2 OR SRW 14- * 5, FLORIDA BUILDING CODE (NtSnT Velocity Hu -cons zon 0)j wF, LENGTH MR Comi-ONEW(R)e qwT----T* Mo. ANCHOR SPACING FOR COMPONENT Q)ANCHOMa AT ROrOm IS GAEN ON z- ., 1 20 GAGE GALYARtZED STEE�L STORM PANEL SCKOULES 1 2, SHEET 14, 2 �Ir COMMNEW S&MAY LIE PERMANENT 00 REMOVABLE- 07/m/20w 1 1 5 SEE DETAILS MR IWALLATION IWO WORD FRAME al"ROOS ON SliM 15� A, L.- GLOBAL PROTECTION PRODUCTS, LLC. VAIEr 0-. W - 7- IL ECOsoo., m $4. 51 gr 6 SEE SI4EV 4 FOR DMIL APPLICA011 TO THE NELESS" FOR TK INSTALLATION OF A 20-176 OuRew-Too. A", (SoiDow-M7 MERS AT TRACKS INSTALLED AaACENT AND SEYORG Vl 9TUCC0lWOOO SANDS. ILL $4440AAke ir im PAL SCvJ%*AcUA%,%kTX pt I aM 121 44�a (VALID ONLY FOR RAWLSO *1�4 INSTALLATIONS AS PER SECOONS I YHRIJ 10, ON SHEVIS 4, 5 It 6) +55A -72.0 r-v OR LESS TRRvaA7 ve uka"Ttv '5Sx. -72.1) IIe-er TO w-2- Mm 2 ur -LILD W-41 AT 4 It 10 V/ TI`4`W-nRj'SS US, & Wftftff AT IV" & Or PMC_ MA&MUM—AJU A Ul (VAUD ONLY MR PARELSO 04STALIATIONS AS PER SECTIONS I THRU 1. ON SWETS * It 4) MoAvuw *410� wmw AmGron switma 'OR to, - a v2, CAM-E To DESIGN a w_zw-- = I & � wxwuw PONE. PRESIMME To Aw wwwOr" I LERM V tq"� fwv,a IGAI) I'D CONCRETE comckm 10 00.0ATT-1 CONCREGE TO C014WFt OVAPPETE OF THOA mb':* BLOM Gi —"rA 011, VTOP) WA G/A IVA 6' OVA N/A Imp) __�/A /A 4 -7U r N/A N/4 X/A ei A q/A 3 (Top) r-r 0`, u:% 6. N/A 0. 0- G. i NIA 9* RJA WA N/A N/A tr a' 11� --j- I -i7- L 1 41. 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I'm DETAILS FOR StI;G;1J,LAR PANELSC1)-" - sma awrits w TO V-0- SM 4'j4:,G-1L MR LEAD" I* TO 45,41 - � 0 PAMBOA1 GE VTMqC 0 OR PANKLMOTE P" 41 0, C, WOR , I W" THREAM TO ItAMR)g up IT T F Q4 ED t —01 ALTEMAIM IN AUERMIft-M SCALE 3/8-,' SCALE 3/8.1- ON WARM" FOR WO SEPARAT"N 'A To was- 1 ft 1 70 PLIES I -, ED M4 ED 7 fti'll rot �, L Etii ED 4 "11 ow KAII /A hp� LONO &RIot WAIAG VA 0 0 ve OA; SM rMa LOCTIOV VP 10 5-aAW 5 kh, TO a,-*' m_ vw P." oo 4 - inima ID OR OANELVATE MUE 0 1; L/2- A I- WITH I 16m ALL LVNVAES VPTU W-8' U 2 qqau I", SCALE 3/0.1, SCALE FRAME I TRACKS NOT SMVIN MR SCALE Molt$ T I o' 1. INSTAL�ATIONS ARE ONLY VALID FOP, BUILDINGS WITH A,5.0, DESIGN LEADS UP 'TO +55.5, -2Q USE AND PANEL'S L046TH UP TO B'-S' oil N FLORIDA BUILDING CODE (Nigh Velittolly Nut cone Z.-A 2. FOR NEW MO FRAME CONSTRUCTOO1,4 WOOD NIEMSERS M RE SOVTi4ERN PINE NO, 2� W/ SPECIFIC DENSITY OP 0.65 OR EQUAL 20 GAGE GALVANIZED STEEL STORM PANEL W, ST =1LEC0 GLOBAL PROTECTION PRODUCTS, LLC. 4mo VW10 STREET Am — =&BOTTOM aftlain"Na ww�w DAW R, =I. Op MOUNTINGS CAN COMBINED- IN ANY WAY 10 SUIT ANY to, w-pa"m 20-176 INSTALLATION, rult L, PIE M"Aw 2all Of 21 1 5ruos 9 EVER OVERLA L12 10 Z 0. C FARE 51R* *I, (CASE I) Z. 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MRWW VOCHOR VACAM MO UINLAIM MCC 0,91MICE ARE 01DIOVE0 64 TIAL SOWbuLf- IOR EM ULSS- ThOO VOC47M ON SCHUMAE REDUCE MCIIOR SPACAR Of VA THEVING SPAORA SHOWN OR MWOULS Of THE MUDOM FACIDIIS MR IRS OPERATION TO WE POZOLL RISHICED SPACING GWANED FACTOR %*A, MIT BE LM THIN 00" ROMIpqO FOR LACW AWHON TME AT ARCHORS kEGEND. RADOM YWC 00, Row 3 a Ln Y"anaTticI - IM) Ioo�voOtitj L 31"R _--th-w AMOL RE pw wv** (Ir Mk*" OAKIOUM ANCHORS SPACOWD MO Fa - 3 i/�r* PANS�wTV Lus Sol Ott" If TIA-WIF C.I.OL-IN PRAILmOm sow GET SECm PMEL IRESSLIRE To To 4�� tGNOWTE 70 COWRETE =*00EX To CONCRETE 0011041v To TO CONOTRETE CIAIDIM I. C ComfewrioN To wcient! ta"CRm or r4m iO0VW'L' M) aLam MOM moc x to= ALOOK IYA /A 6' N/A r NIA. 1 (TOP) N/A N/A 6 N/A N/A IIIA 1. RIA I N/A NIA N/A NIA N/A N/A 2 (TOP) �t/A A A 6- N;A A 2 (BOTTOM) ,55,6, N,/A N/A N/A N/A I N/A N/A N/A N/A 3 * 4 (Top) >71-51 To a, -a, OR 1� WA N/A III S" 61 6" b, N/A N/A 3 (SOTrom) N/A N/A N/A N/A N 4 N/A —./A— 6. N/A 6' 1 6- S" NIA 11 N/A RJA 7 ITOP) NIA N/A 4 & 7 (801TOM) N/A $2 Ry, rG 6 1/4- N/A %A 5 (TOF/BOTTOM) +50,0� _$ZL3 __N�A _NlA 12 1/2- j 6 1/4 12 -/?' i5 1/4' 6 1/+- 6 Il4- 6 I/A' 6 1/4 NIA RIA F (TOP/001TOW) TO 11--2- +55,0. -72.0 L/A 6 1/4' N/A 5 1/-' 6 1/4* 6 1/4' A 1/4- N/A N/A 6 (TOP/60TIUM) N/A N/A /A N/A N/A t4/A /A4 N/A F, 114- 6 /4 6 1/4- R I/,Li 6, 9, 10 (top) +43A -4SO N/A N/A N/A 4 N/A N/A 61 61 6 1/4* 6 1,14, a (BOTTOM) --- 12'-4' OR USS OR Lyss N/A N/A /A 6 1/4" 6 1/4' 9 (BOTTOM) N/A N;; 1 ,/A 11/1, 1 _!/A _.IN/A 11 1/4' 6 1/4' & 1/4 1/4-j To (SOTTOM) CD rz :*z "Itz CD co =2 V. Cc zkh�r CD zic CU Cu Cj It Cu cu CL -M No� 167 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, Li 71 � —67 MOM L 20-176 Ov,"t, . SE-111SIONATUIRQDATE INUALLATJDN DETAILS FOR REGULAR PANEL$rS,_" INTO EXISIING WOOD STRULIUM _JYO_�Iq Rmumm PLUS, 1 ENSIM woor HEADER 77, 7 PANEIMATE PLUS OOD HEADER 7 7""" MLAIVIE __11,4 IP MEW. 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EN FLORIDA BUILDING CODE (High Velocity Him, cons Zone) PRIS INO, 21 W/ SPECIFIC DENSITY OSS OR 41 Ivew, I'tC, 20 GAGE GALVANIZED STEEL STORM PANEL TOP 4, ISOTTOM MOUNTINGS CAN BE COMBINED ;N AW WAY tO SUIT ANY s F ac V_V l GLOBAL PROTECTION PRODUCTS, LLC. INSTALLATION, Rkir. wof Twwb-,k rRoUittitt VIM~ NO, it, —I MR% ill. DOAL rL =1. (sm"_?z-L FW wOm-6707 20-176 "On It .1 LIMIT ow M$j&LLAjWX_D� �O �TN 4 1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRU91WKU I la KIM J to SO, I DO Egli I V Por L __7_ V REQUIRED ERNATIA I ALTERNATIVE Aw 1. e-,N TO %ASS, �J SO WOOD FTAT11 KwRw ALIER NATIVE 3 4 ALIERNATLYL_ NET It 11 O.C, W/ I fIlr CA vilaAlgr Low WAS !G� W/ ILC OR ALTERNATIVE WOOD FRAME CONDITIONS & AKHOR LOCATIONS ruwa 0 OR MAE 3/r - I' Ott -IV "IV v`wT" rimn om IO40WR Ftm` amouf WALL.. 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I - *` f I 1-1 I � �*'111. t j � I �r � I , -1 - -j - - :I - V's W/ 77/-_T-=/� Kit NUT WASHER (W.D) : 1114, TAPOON ANCHORS I . -a 4 1A, OLC. ,- _. ,,W4' 7APCCN ANCHORS 4 t/91 OC I :.., � ---we TARO ANCHORS ,/2.ON 1 4 O.C� I TAPE, I I _- I WC�ORS (SI(AGMEO W/ STUD) (STACGERED W/ STUD) i I 9 . 1/2- OJ: - ,POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INMLLATION SECTION 3A POURED CONCRETE OR ONCRETE BLOCK C REQUIRED 1 INSTALLATION WALL - POURED CONCRETE 04 CONCRETE BLOCK REOUIRM MOUNTING INSTALLATION WALL SECTION " � _ ftw'Ato CONCRETE OR CONCRETE BLOCK REOUIRED MOUNTING INSTALLATION 0 REGUIW PANEL SCALE 3/8 ..1 . 2 LIHMANEL SCALE 3/8--1 - A REGULAR PANEL 0 SCALE 3/8--i - AE00-Ai IJFE SAFEII PANEL SCALE 3/8--I - SEE SHEET 10 & 20 MR ANCHORS TYPE A - Amttm I'm 1�4'. O'c"' SPACING FOR W&LRDONS WD WOW - Atumvit WACM D') 3 "LAW BUILDING. MINVAIM ANCHOR SPACWGS .0 "I" EDGE DISTANCE ARE 00DICATED ON THIS - . I-- I- oo - 3 SCHEDIAS FOR ". LM THAN INDICATED ON SCHEDULE REDUCE Mlow SPACAND, An NALT&L"NG SPACING, SHOWN ON SCHEDULE I -I T�-�.;;-jj) ---I-' AONUAL ED, OM 000" M" BY, THE FOLLOWING FACTORS FOR NIS OPERATOR TO BE POSSIBLE REDUCED . 11- 111,0�____ _. `L$ ______ SPACINO ORRAINED USING fA" V,Nlt No' BE LESS TAIAN IRNIJUM SPACING INDIcIVED rall EACH ANCHOR TYPE ON THIS SCHEDUALE 2 I/,' -------- , __ - ,- , , ,_�� . 11-- - - _ ____ I I Too - L_ CODE INIIAUATIO DETAILS EOR OPTIQN #2 FOR LJEE SAFETY 5TORM PANEL SY5TEM INTO EXISTING WOOD STRUCTURES I � 1j1_T_ ___ "� � I � I 7 _ I I , T, -_,__,__-T`!_;__ I � � T1 1 i 1, , ��t - � �'I�7` , q �,t��,Jil - - z I � " . , , -- ,�� I '_ - .� 1'� - I �,; I � :-,_-,, _41" � - , k��! � I � I " I - I 11 I ,,, I � , � - , ,� , ,_ 1, __ _�� I 1/4-0 TAPCON 0 6- DO. , , .1IL-_ - - � , "'T � Ir � � I �h - . L ,� _ -, -, W4'- TAPCON 0 e' O.C. �!� I 60 � � I I; - _" `aM N, THREADED I Z;X MIN. THRM �� , ji , /2 I � � I I , r� I . � I , It N AT WOOD , I I I 1 IT N AT WOOD P, Ito � I lil � I IT I HEADER ", � I I , ,r i I , HEADER ]:':' " ." -, ; .1 i � I I � � ? , �� I � " , I,, . ,. ., , I � " , w 1 " ea , I " - , - . _j I � :: , I .... , � I - . I - �, , 1/2 " .1 1 112 ; , � ,/,. . Ile 1 - I I I � I I .1 " , I I - - � t. �, - Mot . I 1 - ___4 � I _1 T -- -- - I :, �. 1. I , , r , i , , 11 I r 2 T WOOD HEADER il WOOD I � - W., I i RHM : REQUIRED � � REOUR ED - .�l. Tc - �. W, T� i I [('i- I � . , - I I : t I � -1 � , , I " I ; - �� . ;;�� a * I � 11 � [ '86NT, Ii I : . .1 I - - i I , �__ i� � . [ ! , . Or : - -0 I ; I M`,_ SURARA"Rol i � I I. GIAW I ! � I � - I I i r (am somhE - : I � I EXISTING ON SIM 41 I - I I I -t I CLASS � � AEA"l`ATKUx 1, mP,,, , i *L* M.. `P GAS' - -1, __ '' ASIDE SONEDULE,_ : � PANEL LENGTH , . -- _ 11� - _: PANEL LENGTH , ON S,w I$, ; ME: NOTE I arLow) I/4-PZD.I- ___]_,_,_"_,___ ,-� , I ISFE NOTE I BELOW) =K�_r S-S" ML& W/ - � � - , 4 � - I - � ___� ,7/�af . I I I . 3/32- . t____ -_ � , , " .1 I "� -I ,,,,,, � I NUT ____ - - - " � � I I I— 1*1 - r - -1, �� I ' , I I __';�f, ---,-, ��l 1-1- f 1 ___ - � I I . - � i � � � I I F � � � � ; � I - -1 - - 11 I I ! i + I � : ! ; � I I I 11 I � 1 1 i I I 11'__:_"1'1______;"�_ I . I , , I ; ; I i q I i - I I) t � I 3j - i I f - i I _,'� r_u_j1_�F____ : � I , I - I ! I I 1 I - 1-11 I . , i _ -, 6. 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FLORIDA BUILDING CODE (High VelocRy Au Gone zone), I I NOTES 2 .: 0 t2m ITLIEM = 20 GAGE GALVANIZED STEEL STORM PANEL FF . ; -_ i * CANOW, I. "z,,L = *: I __ .� - . 1. TKSTAUATIONS ARE ONLY VALID FOR BUWNGS WITH O,S�D DEVON LOADS - 1 * .. * � - , I - UP TO .-�!�-t,, -720 P5P AND PANEL'S LENGTH UP 10 W-5" I % I --- ,- .- 1> W/20/2M 1�, -0� , 5 ATE Il - GLO PROTECTION PRODUCTS, LLC. CARE 11LIEC0114C. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEVSERS TO BE SOUTHERN , * ��.,� _k1r:l / mKo I.. 51 STREET i�, 0�.'_ " OR)� P14E ND� 2, W/ SPECIFIC DENSITY OF O�55 04 EOLAL �. - TESTING . __ comPANY IMME. FL. MIA 20-176 ... - ___. - �- "'I'll, -�=`_'-V, "' ptu. � DRH)wm,w. FAIL IGIR)wq_VW7 _0§/' - oRo W, - - � - �!ODWR` A I, _TL . p, Rotator x-mLJSxPIRAuni/UATE _TER,LT,UJTJ` Pz �� I sol"Norn FLOROA jjr; A ,C41.1 ; - - ,31/ - 24 jo'ns ( .01t 2 KW0T 0$4.1'S,NLR� V124 * 4'/24 jl� 4 W/ OR W/o 0, 0 rI�Atxs 2 REAR) 3- Mo., 2�/24 III, V/24 (SM N= a scow ��/ FOR CONCROT ANCITKIft = r T TAy�- 1-ra, I' No.. CONCRETE ANCHORS 0'r-r- r--,- - .,.UU, an IFAR WOW scftv--- - -- S: .- \ -,!,�_, SEE = SAP1` 2. �Aj. (SCE SORLD'u ON SIM 2,10- - � I mlo� ; I ; I I W., ,AT � - 'i- . . ;iIn, I I I , - - - - C, - - �� I I I - 11 sus (9 - I . � � - L *." : � I � . I I, ,� 1, F � I - ___T ". . I e� , ' I ' - ,� - 1 i t! 1 1 R I 11 I 1 i f1i 1 � 1?1 I I f , 4! A I � � .1 ! 11r � ? ! I' p� 1 1 �j I 1 1 , 1.11 V - , I I M _; _�`_ I W 77 1� i i P , i I' 1, 1 F1,71 I I I 1'" I I I � I . i'''i!, IM 11 � ,.It I 1 J, !i � 1, I ; N11WH I I it' I i! � � i� , I - f 1! I I' - i ; 1ji 11 I if il i I I i ; I j! I 1 1 r 1 I - j - -1 -fl-? t-1-1 1- I . , 1 11 I I � __ L I- i'-ul! il] - L j ,I _1 -] H1 ,,[ -i-i LI - _j 11- __ - j � 1 -1 __ I , . . - 1�'. I I I � I T '(.�,I,W P -- -- �' , -, - - ___ 11-71 11 Go % 1. I I - __'NMiO�I_ - ' ' 1 , N= PA-11) I plaTu" I (INTERIOR RAME.) i I I. PN,Ej 1(60� � -1 I T-1 ;,� )I!-(-,-- , . i SEE - , � 1 1 701 [�Elj)j I 1 (END P� I SEE 213. i I I 1 , I I i i � halt 2 3, 4 BELOW OTE 3 �, . . , ' ' i , H , "" " i I 1 1 1 I - I I I ' �90" Isa NOR- - �, 117-- t-i i i i 1711 1 1 4 , I ! 11 I I I to I �j if I � , , I I 6--_ 17, ,I 11 1,�i�� 1 if � I � i i I L III 4, : I - j-711 _4" ' , 4 1 A Al 1 i � I - T 1 "I I '.1 i. AV-1 1 ,,z. 1 1 , , I � I -_ X* 1, 4dd � 1 41'',-, 4'� !. I I I iq I I I I i I , , I: ,_____,_ - I i, TED, I I � 'I 1! I � -- OC 1 i i i*i � i F )" -- 1 � i , � pn PANELS V. I I i I i 1 i I 1 1 1 A-W_I�1;411wiI_M"/ ; i I . , - ��l I - I - i !I 11 11 � g-,mN';Rju ! L 11, - �11 ,11 L_ l_ j A a � I,] il Il 1 1 I. i i� 11 1J_._,9k_,Vvw i i 1[ U.- 1 , I - I _ Li I ILI __WA - - - - L L 1, ,, tIl ., _fA ONE - _ UP 40 K -L� , I , , I - �, I -1 T-1-1 � I . I I i 1-, � , I -1 - ft 40 9 -L- I � I I I ,,, F " I I i i VIF 1 1 I I I I i I I I � 'i i *, � , � F '" , I 1 i i I ; I I 1, I Ll j i I I I I III I i - 'l - - 4 � I , 1 1 i A. I I I I i I I � I � i 1 1 � i III I_ ,�,� I , I I - t�' I 1 i i . I I I i 1� L41 I �., � I i [ I I i 11' I I I i I 11P i I i l L I I I - �--.T_T - r I-i .. - - __ - 71_� ------ --I 1_11.�_ � - - - - _= -_ - - - 't . �, . . . - 1.4 ___ ______l __L=��I . - . � P`J4ELMATr cryp) L_ - � 1 SIEF NOTE 4 BELOW - SEE 31 1 qr__ � Non I ' i ANCRORS SIT `WL`W _'12 - �7 , V, !4., LOCATEV- I. _ - I. I. . 5" MR WOW SURE : M rvyt.1101 OR A ,/r I 1w, DA=T-1-LOT" tCRCAA0 IT= . . TE 3 (2) OR (Z) W1 DR W/O(g), (2) SEE "Wo"' OK SIGN, za ----. . A. - INTERIOR PANELS _,,._ ' &4� I I LAST PANEL 6 TO BE WASTA�%A- C4rTA PANLP To a E INSTALLED AT I Wk OPENING SHMPA_WAYS BE FR ,' % TYPICAL ELEVATIQN FQR 5 OPEN US pRa.%" WAR KAOIDLE To FACILITATE M*TAUAjIO � la_= REAR TO rACTLATAIE Mg TYPICAL ELEVATION 1000 I * " NO I HANDLE wl; ;N INTENDED TO 9-1 INSTALLED FROM R&,LEERIE p, INTENDED TO BE NSTAU,M F40M STRURE E-Z HANG = Ft SYSIEM SIDE OF _ -SY - _ ,�DE 0, STRUCTURE SaMl vw - " - SCXE '3pr - I- -A r/4- w- w - I ,/,' - - [-I/,' MIT, W 111' m,Ix GAP---4- � a se -, - ; J - - � I I , ' I 1'� Alt WN I / \ / \ 7-1�_;77 " 5 \ / I \ -\-/ i- \-,.,-----\-,--'I \_/ I \ - \_/ \_/ - -_ (: "" 16 -62X (1) R/ OR W/o @ . 0 1) (�r � � 'A �1 �.c sew;��- =1QN__ "_ Am � SOME 3/w - I' (I)- DEFIN1110h OF SERIES 1000, E - 2 HANG SMRM, PANEL SYSTEM CONSISTING Of PANEL + IRACKS AT TOP A, PANSLMAtE PLUS OR 15' LOW (1), 2EE1NMQN_,QF_SERIE5_�=! EC;,Z HAND STORM PANEL SYSTEM CONWiNG OF PANEL , (rA'T'WTDM W/ PANELMAIM t� MACKS lop & BOTTOM. C�)� END PAR" SAW.L. ALWAYS S� CON!/4Equp `T0 W AG WALL __F OF ON Y 15 LONG 4CI�. AT SAW, �11. PANELS (Z) (S�D PANELS SMALL ALWAYS BE CONINECITOl 10 BOTTOM TRION OTHERWISE A -50P BAR 'E'CA".EGTE'D'T'0 A Ty/ W � _j _ SMALL BE PROVIDED AT TOP Of' SUCH PANRILS� SHALL BE Q1Js2M4;A1�_T-%.1'/WQ 1. WING Kul , MI,I� LPT AS (3) I': 1�1�FIINI All GO FEG ' SHAL, CONSIST OF DESCRIBED ELOW). A _,._/T At� I I SEE /,� I T , Al. EICAT , IN ---'/ Mi, TH USSCREW (3) FOR CASES WHEN END PANELS ARE USE JOINTLY ONG q) A, TOW E,TM - A la.I�C LOCA ER UOF TWO W "11 TRAGIR`f2� END PANELS ARC NET CONNICTED TO EXTERIOR FLAT FLANGES OF END PANEL TOM41BUT - I STOP BAR 1, BRA BE PROVIDED AT TOP Or SUCH PANELS. (4) IN CASE THAT ENO PANELS ARE NOT CONNIE= TO BOTTOM TRACK (i�,, A STOP BAR 14). FOR INSTALLATICKS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DARECTLY Is 014LV USED AT AT LEAST TWO PANELS SMALL BE CON TOTED TO BOTTOM TRACAt MOUNDED TO EXISTING SILL .-. ..' -_ PANEL US I 0 IW = X _A1 I J?T.p_A SPECS NDLTPEb ON NOTE (3) ABOVE SUCH CASE, (CONNECTION OF PANELS - U TV"CHING BOTTOM TRACK TO WALL ,OiNG BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W"/YTRW'D FaLjM1A;DYF=NG We SHOW,, I ON ELEVATION AND W 3 /2- RAITRIOR PAN (5) SEE SECTION I '. lF & -_ ON SKEET 24. SEE ANCHOR SCHEDULE ON SHEET .5. MIT,, EGGS DISTANCE. FOR THIS C a I'-- - , V1 `ES k r, 4011440 Not NEED J BE CON14ECTED To By ANY ., TRACK .X .'ALLED ....... RON I (70 I , , r Tj SUCH THAT AWACENT PANELS (TO E LEFT & RIGHT SIDE OF I EAKIR PANEL) HAVE _@)� .f��,�:jf., R OVERLAPS RETAINED BY 'It'N * '1\t `_.. _iV., - � E . i�l FLORIDA BUILDING CODE (High Veloca Hurtican* Zone) . . j� ,- . .2020 wm. "It- = 20 GAGE GALVANIZED STEEL STORM PAN I.P. :: NO. 4 1 6 7 % I EL - = '. ,� - AUlm" w =*. ,��14-__,`_7�4;__ 1 - = . " S .TD,., CSTT OF .-,Q7 1. � - GLOBAL PROTECTION PRODUCTS, LM " .oL / IILIECO,.C� " Qw S. - III STIRE, - - l, V01,1_11"1010,,-�_ . �,l TRJUT ITSHAR-A, A GAUL `L Mo. a R=Z,w w = �� - " - ,tm- Iv�"_nt*. F"Il 0"AINWI-4AW, 20-176 , F��,_ - / X.-AxI, I,, N 1� p CA_0oU;,: ., am --- IV -.I - A - 11 - I - MAWIs; ut, I 9111,1112,11.1.4I tows, .L VAvaGNwuRm'1.n "IMBI A Two ,I-,' `�� - , Ic 6, a I En I I .1 I �= -_ Lk I JHIE I ""'-M , I ; , � : __FLURANA I I INSIALLAIIQN DETAILS FQR QFTIQN #2 EOR UFE SAEETY STORM _PANEL3Y5UM INTO EXISTING POURED CONCRETE OR ;QNf,RETE 8LQCK STRUCTURES TL4'. TAPC N ANCHORS 1,'4* TAPCON ANCHORS a I; D.C. I A 9" cc, I � . � I �� , POURED CONCRETE -� PC) OR CONCRETE BLOCK- I �Z OPURED CONCRETE . �_',411 CONCRETE BLOCK I REQUIRED REQUIRED I - � F-C-- ,/1. - �__ III 11. I Fr" 1�_ 1 ". I � I . ��_� M-_- , - __ , . _.- Max. - I �"..,� . A i " - �______ - - I � EG I . I Em* I .�� : � .1 � i . , �` , _- . I � , , :� � , . � I I �!"4,�-� �� I " \ : � � , I � It � I I i � I K4, INNAPRO, KI ; . fD , 42r. � � 9 I slov, It) � : - I : � &B - . I §1 �� 1 � I I ,�g : � i I- i I ; ig 1_� ., - :--,',1,-- � 11 � I t v -, ! I � i ; I I t- I i I I I i : � i : , I � . I '��r73�777_ P � T, I ,,,, 1-1- � _t, 5 �1�1 I '' : EZ - -,; 1 , , � . :�-,,, , : ,,, ; ; ,It, 1, I I " ��, 11� , � , Ljl�� JIL, - - __, I �,_ � :,. J�- 10'0 PANEILMAKIt PLUS W/ ! 70 % 3/32* WNC NLIT WASHER ; a 6 ,/4' O.C, � I POU RE11 OR BLOCK RECURRED LL M gEsm ALLOON a REQULAR PANEL SCALE 3/8,-I" SEE SAW 19 * ED FOR ANCHORS TYPE & Now Tft - V4�1 - - -L/!i!- - SPAC04 M INStALLATIONS INTO WOW - - A".011AW PUAW FpAw "Low la, mom -4- &O 1 3 .__ =`1v1.=n:w.=T=11&" *�='._ 3 - __�__ SCHEDULE MR LO� LM THAN PADMUM ON 3 1,/,I SCHEDULE REDUCE ARCTIC - - - - SCREGUAL MUIL M "M woom 10" AGING 'W ' WARPLY'N't Sp � SW. 61 IRE FOLLOWING FACTORS. FOR -JS OINRAro, To RE, POSSaL REDUOID - __ � - . I 1. , ,/2� M . -- I .. -:- ,--, MR E19S RMCHOR INAT OR TUS SCHROULE __ , -,. I I . I ___ - - I - 166- - -- I -_ I � ,�Y - - I - - SPACING OBTAINED USING FACTOR WA1 NOT :` Yr� BE LESS THAN "MUM SAKWI .41ACATED 1- - - - I I I _w -- I 0 - - I . I ---J , �� I ! - , ... "I � 4 , .__,�, : I ,� ..... 11 � � t I ! (L . I : � iN'l, 1.11"R`_ Kl ; ! � I.- . I U) _= , . � I � 1 AAW'.) 1, ; - � R i EKISUN - I � GL;ss 0 i 1�� - _ I 1_ I , , � _�_ _ __11,, I �'-- , -� "I #9 <' � , �l ! � I - � 1 I ' I I A I. , - 'I, I- � I I . I � 4- �__ �",__ _1 r ., g o-'I'w-A�.�' I , , . I .- � - 1, � � 4 ! . - , I - 2�� , ; - I : 1 _______4 1 1 , � - , ". - I ___ - '. __ - � I --- I I f j_ i , � I . i I , � ,,-�� I i - 'T, ,� _�� . U, 6- --- � i 11 . I � I E-DA -_1111 I r __ I ! I 11 ; , I . 0", � , - %"J!4 "' ,,--'j, cvcs�,' I . ' No. 44167 *� r--,F- _; _- : L'�� I- , , , ,-,. _A � , I "� `1 1�;Iwo RANSLIATE PLUS W/ � � __ . I __ -1 /a (AAEYmtZ)3/Sr WING NUT WASHER I I M-ro MLqm WALL MQUHBEG INSTAUAIM SEOQN AD 0 LIFE S&EM PANEL SCALE 3/ir-l' PC. SEA`,StQA`J"PB/0`Rr C1_j ------- zi�� --- = C3 .2 ( r-w -0 o :t- � P, "A' go:; " _= _j . =L - Lj r ":) .L C.. -S M CJ -t� ,-0 I00 � . cc = i;; -o C-q ... �z 2 C= - 0, C14 - 3: Z_ Qj 2: . ED = C 3: IS - z fu AD Z5 '. C= C.) ._ .z .:�. �I: CT = w . w .t - t '� tj Cu j�;: ,,�! M= cm L= -, co M .0 = E 2 = CL Cj I- 0 � . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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I ___ - - I - 166- - -- I -_ I � ,�Y - - I - - SPACING OBTAINED USING FACTOR WA1 NOT :` Yr� BE LESS THAN "MUM SAKWI .41ACATED 1- - - - I I I _w -- I 0 - - I . I ---J , �� I ! - , ... "I � 4 , .__,�, : I ,� ..... 11 � � t I ! (L . I : � iN'l, 1.11"R`_ Kl ; ! � I.- . I U) _= , . � I � 1 AAW'.) 1, ; - � R i EKISUN - I � GL;ss 0 i 1�� - _ I 1_ I , , � _�_ _ __11,, I �'-- , -� "I #9 <' � , �l ! � I - � 1 I ' I I A I. , - 'I, I- � I I . I � 4- �__ �",__ _1 r ., g o-'I'w-A�.�' I , , . I .- � - 1, � � 4 ! . - , I - 2�� , ; - I : 1 _______4 1 1 , � - , ". - I ___ - '. __ - � I --- I I f j_ i , � I . i I , � ,,-�� I i - 'T, ,� _�� . U, 6- --- � i 11 . I � I E-DA -_1111 I r __ I ! I 11 ; , I . 0", � , - %"J!4 "' ,,--'j, cvcs�,' I . ' No. 44167 *� r--,F- _; _- : L'�� I- , , , ,-,. _A � , I "� `1 1�;Iwo RANSLIATE PLUS W/ � � __ . I __ -1 /a (AAEYmtZ)3/Sr WING NUT WASHER I I M-ro MLqm WALL MQUHBEG INSTAUAIM SEOQN AD 0 LIFE S&EM PANEL SCALE 3/ir-l' PC. SEA`,StQA`J"PB/0`Rr C1_j ------- zi�� --- = C3 .2 ( r-w -0 o :t- � P, "A' go:; " _= _j . =L - Lj r ":) .L C.. -S M CJ -t� ,-0 I00 � . cc = i;; -o C-q ... �z 2 C= - 0, C14 - 3: Z_ Qj 2: . ED = C 3: IS - z fu AD Z5 '. C= C.) ._ .z .:�. �I: CT = w . w .t - t '� tj Cu j�;: ,,�! M= cm L= -, co M .0 = E 2 = CL Cj I- 0 � . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. , �� I ! - , ... "I � 4 , .__,�, : I ,� ..... 11 � � t I ! (L . I : � iN'l, 1.11"R`_ Kl ; ! � I.- . I U) _= , . � I � 1 AAW'.) 1, ; - � R i EKISUN - I � GL;ss 0 i 1�� - _ I 1_ I , , � _�_ _ __11,, I �'-- , -� "I #9 <' � , �l ! � I - � 1 I ' I I A I. , - 'I, I- � I I . I � 4- �__ �",__ _1 r ., g o-'I'w-A�.�' I , , . I .- � - 1, � � 4 ! . - , I - 2�� , ; - I : 1 _______4 1 1 , � - , ". - I ___ - '. __ - � I --- I I f j_ i , � I . i I , � ,,-�� I i - 'T, ,� _�� . U, 6- --- � i 11 . I � I E-DA -_1111 I r __ I ! I 11 ; , I . 0", � , - %"J!4 "' ,,--'j, cvcs�,' I . ' No. 44167 *� r--,F- _; _- : L'�� I- , , , ,-,. _A � , I "� `1 1�;Iwo RANSLIATE PLUS W/ � � __ . I __ -1 /a (AAEYmtZ)3/Sr WING NUT WASHER I I M-ro MLqm WALL MQUHBEG INSTAUAIM SEOQN AD 0 LIFE S&EM PANEL SCALE 3/ir-l' PC. SEA`,StQA`J"PB/0`Rr C1_j ------- zi�� --- = C3 .2 ( r-w -0 o :t- � P, "A' go:; " _= _j . =L - Lj r ":) .L C.. -S M CJ -t� ,-0 I00 � . cc = i;; -o C-q ... �z 2 C= - 0, C14 - 3: Z_ Qj 2: . ED = C 3: IS - z fu AD Z5 '. C= C.) ._ .z .:�. �I: CT = w . w .t - t '� tj Cu j�;: ,,�! M= cm L= -, co M .0 = E 2 = CL Cj I- 0 � . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. 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RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! I 5 11�, -\, 77�9� �,-G�7 soxello ___ " � � It " , I : ��_,_n,.�__"�, ` I I%AW"RYT I F�_,`� I __"' �1_1 I i I - �'11 -1 I " " I i LL I '' 1 1 a %�, z , 1',�, 1 1 � I- Lt." IL.0-i \ ` I = ,...lo* I - - I _,�,� I-L - �_ - I , - I -01\ * � , , X.�-, =, ,, I , -1 Fw,l' - \ . - - I , za - CO3 L.", 7�, , __i I P, I - - � - I, �� 4T-I i * ___ os, . f , T . - L -�� - I ; I �) il-I ---.@I , - I I sulom.- . - I I I _v_ - I m I A NOPW) \ It , ��,_I_j t : I ; p, I �,. i i ! -1--1 ��:,,.r.- i I fj ,��, �, A I I I � � . - .�Nf, I"'* I A A ------ j J '/v WIw i 0 I I'll, i us I I i I - I I %1 �- 1 ,��5 1 1 f 4 I 0 - C ! i I L� I 1 - I 1_ -_ I 70 __ _T_ - ___r_ IV - T� ---7V- ,-I ------- 1� � � i i I A i I I I A I I 5 i i N i I i I 1 1 : ! PEE SCREME] : t Sc,Iahk_� i 9 - __ I stw 0 �1 �-�_ -- i FOR NAT, i I'/- . = f � I ED, .EGUH, 1 N, ': I S�Txw A WAKAT" 1 ,�:Io,3/l- f -,alct RRLET M A , li�'V',- I MAIS - I i 10 oLARS � I W...=41 ; Alt, StA.-Aft- t - I I to i I At ,A, . 9 TO GLAM, I - _* 1 1 P V=264- I 011" N 9u. i ii 2v g k. - - , , I i I ,� I i t � CIVAY OVIDWAI, � ou,;15� �, "�_,n I ,,�, - I . I A I I I � " - , - I O� � I , i I I i i i a ,_T I I -- 1 1 i o R __1 11 � I -- I - , � 9 I I I - I I -1 L-L"j- : I i p I j � A I A, I I ------- V� -� - �,, ` , , I -A - I I - .. _.. - - � I i 4�1- I i 1 I. � d � =#�= ____11/= . -IL-. � I I i .1 ; I I M�a - i I "/.-��,�Y.: OtA 1 1 i �i I : I I ---Y-, , - - (�) - 1 1, ki - - . i f ; k § ,,, �, ; I Z .,r - I i I -1 It Z I e . I , I � ",.,r I I I i I , I 1 1 � _f �j �.'./�'_-,, --I i 1 , ps -� I - -- I j � :01 . r _j I _111 I , ,I ''I, - I I I ... \ I --,� � ;�,,'��7,�,7 ,.',-,�_,, I 1 -I 11 I 0 1 N. , 1 1 i I I "z I I I � "o"A"D ,,, 1 � A)- i 1 �__' I ao-M 6 . ,j il ,-, I T ,� - / I ,., ,"� , A M _' - - - , - §'; 1 11 I �� i 1_1* ., f I ,- " -_ - I_ - =. il ol�� - - _1; 1. , I Nx"" 1 ., / � , - � , I 1, _11*1� i n , ---I - I , �� , � , �1� ----I I � �e 1:,�', ". I ,.. , �, /,�,:' 1; " __ I " 1� L vll� .. I.. �1' , ., p - L, " � � 1 ;22M mg, 5: �� I e _� , "i . --- - ,� I �T,.=,:� -, -! L-i- W. _4��__ 0 1 ,---.-k�-, 1 =1?4��%/' - 7 , � - ,,�, � I ,A`r/v11_",Xv1A_ to Do � � I Zr MR V '3 � - / ;,- TK`RI ��,� I , , I , .I , ,,� i 1 � *I- M;� / "' ,� , - --v - I I, l AMLOW) I I � - , am w ��Z, " 1,; / ; -b"S'N, " .w - I I � . " 4944cor, Am, -- - -t j "., \"@ . - I, - ., - , (. .,4v. _j/ I "', k ��, n) " - tp�� A� -) - .1 = _____4lA A- *�� WALL MO S MOUNTING INS1, . Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! I 5 11�, -\, 77�9� �,-G�7 soxello ___ " � � It " , I : ��_,_n,.�__"�, ` I I%AW"RYT I F�_,`� I __"' �1_1 I i I - �'11 -1 I " " I i LL I '' 1 1 a %�, z , 1',�, 1 1 � I- Lt." IL.0-i \ ` I = ,...lo* I - - I _,�,� I-L - �_ - I , - I -01\ * � , , X.�-, =, ,, I , -1 Fw,l' - \ . - - I , za - CO3 L.", 7�, , __i I P, I - - � - I, �� 4T-I i * ___ os, . f , T . - L -�� - I ; I �) il-I ---.@I , - I I sulom.- . - I I I _v_ - I m I A NOPW) \ It , ��,_I_j t : I ; p, I �,. i i ! -1--1 ��:,,.r.- i I fj ,��, �, A I I I � � . - .�Nf, I"'* I A A ------ j J '/v WIw i 0 I I'll, i us I I i I - I I %1 �- 1 ,��5 1 1 f 4 I 0 - C ! i I L� I 1 - I 1_ -_ I 70 __ _T_ - ___r_ IV - T� ---7V- ,-I ------- 1� � � i i I A i I I I A I I 5 i i N i I i I 1 1 : ! PEE SCREME] : t Sc,Iahk_� i 9 - __ I stw 0 �1 �-�_ -- i FOR NAT, i I'/- . = f � I ED, .EGUH, 1 N, ': I S�Txw A WAKAT" 1 ,�:Io,3/l- f -,alct RRLET M A , li�'V',- I MAIS - I i 10 oLARS � I W...=41 ; Alt, StA.-Aft- t - I I to i I At ,A, . 9 TO GLAM, I - _* 1 1 P V=264- I 011" N 9u. i ii 2v g k. - - , , I i I ,� I i t � CIVAY OVIDWAI, � ou,;15� �, "�_,n I ,,�, - I . I A I I I � " - , - I O� � I , i I I i i i a ,_T I I -- 1 1 i o R __1 11 � I -- I - , � 9 I I I - I I -1 L-L"j- : I i p I j � A I A, I I ------- V� -� - �,, ` , , I -A - I I - .. _.. - - � I i 4�1- I i 1 I. � d � =#�= ____11/= . -IL-. � I I i .1 ; I I M�a - i I "/.-��,�Y.: OtA 1 1 i �i I : I I ---Y-, , - - (�) - 1 1, ki - - . i f ; k § ,,, �, ; I Z .,r - I i I -1 It Z I e . 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Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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PEE SCREME] : t Sc,Iahk_� i 9 - __ I stw 0 �1 �-�_ -- i FOR NAT, i I'/- . = f � I ED, .EGUH, 1 N, ': I S�Txw A WAKAT" 1 ,�:Io,3/l- f -,alct RRLET M A , li�'V',- I MAIS - I i 10 oLARS � I W...=41 ; Alt, StA.-Aft- t - I I to i I At ,A, . 9 TO GLAM, I - _* 1 1 P V=264- I 011" N 9u. i ii 2v g k. - - , , I i I ,� I i t � CIVAY OVIDWAI, � ou,;15� �, "�_,n I ,,�, - I . I A I I I � " - , - I O� � I , i I I i i i a ,_T I I -- 1 1 i o R __1 11 � I -- I - , � 9 I I I - I I -1 L-L"j- : I i p I j � A I A, I I ------- V� -� - �,, ` , , I -A - I I - .. _.. - - � I i 4�1- I i 1 I. � d � =#�= ____11/= . -IL-. � I I i .1 ; I I M�a - i I "/.-��,�Y.: OtA 1 1 i �i I : I I ---Y-, , - - (�) - 1 1, ki - - . i f ; k § ,,, �, ; I Z .,r - I i I -1 It Z I e . 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Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. -, - W-"Oiwi]41mtti.R;J;I*l�-ilizi4g.*?�ill,ttm(WHRN.IciA I 0, 'ilt-i -1 I i It=.', - i'��, , .�10 ---- ---- I --l-ELN4 a3kaftlei * IN --- - - - -3 . - 14�sua�W-WAAKAW-luim.w*i"IM�mml:r P-M , MAXIMUM A.S.D. M. PANEL LENGTH DESING P vaZiSt _ RATINGT-IM (SEE S ' I MINIMUM MARATFON TO I CANDAM. — —TO 165.0. -753 70" OR LESS 74— 2 9116' . I i 101TED "' "' �" `* �-. .-SIVY, .66.0. -75.3 70' OR LESS ---- ---.L— I 2 7/6' i BOLTED - - ., IF ,'* - - 439 D ce;p -VIES� M.S. IT WINGNUT AT OVERLAP IT 4OX OF PANEL LENGTH MtkTW C(F�4V or 0 PANQ- Vr.v.4IIVI!w-"- 91111*1*1it I = t'Iff�tlit�Mr-"ft]F-1,I-JK-141:1:1*-i;i*,",I*Il�'LWY.'#.4L�IIJ�1,W-3'lol'.1-1: R.izliql li�t-if.inw.liLti;�mi�IE&JR*i#i"104;4311!w Wt.,Ojztoi.,431141.-I�--,..�,-".� - 1111111111,19M.111111,Z1111111111111 N�m A, NAAX U. So DESIGN MAXNAIN ANCH(M SPACING FOR E, 0, - 3 1/2' - APPLicAsLE 70 I PRESSURE RATING - SECTIONS j & ANY I — ,,- ! LENGTH I, (.,) F`PCONS I I CILK-N, PAMTUMATEFIEMAL[�C` 1 PAN — AM KLIS TO comfoorn: TO CONCRETE I in IxR�� I I I INDCli- !TO CO"G"DE BUICK I 0 To 1 I, - � ( Pj ) OF THEIR I 1 2. N/A ! 12- I I N/A I i2' � I N/A 1 12* 1 N/A . I - & 2' (TOP) - it' S- * 1 I 01 '. 5. - ---- - � 4. 1 ' (BOTTOM) -----I-- —, . .-� -f -- S 2 -q!L_ _ 12' - y I Ir : ---------+— 7--]::;,-.,:::: ---- - '. 11 S" -- -- - � , (.T%��t +66D. -75.3 N/A --- N/A ; N/A I . — -----r— --- r - " N/A --+ . , I MIA ---- N/A 12 f/2- it' ---- --- -- - ?. (BOTTOM) ----- 70" OR LESS 7. - ' ./A , f 1/1 , - N/A — 4 112" * 1�2- N/A N/A -- -- — 3' (TOP) � ---- " — N/A I I,?- t N/A 9 1/2' N/A I S 1/Z- N/A — -� 3- (BOTTOM) I rl 2. __ N/A 1 12' i 1 N/A 12- ,,:----F- , N/A I N/A , � 1 4' (TOP) ! I " a. 1 12' 1 9 1/2' 12' i 11' �, .. 12' 1 w j A, (BOTTGN,T) I --------- 1 * LIMITED TO 56.0 P.&J. kSD. DESIGN PRESSURE RATING A SEE SHEET 26 F ANCHORS TYPE IF SPACING FOP INSTALLATIONS INTO WOOD FRAME BUILDING MINIMUM ANCHOR SPACINGS A14D JAMMUN EDX INTIANC-t ARE INDICATED ON THIS SCHEDULE, FOR EA LESS THAN INDICATED OR SCHEDULE REDUCE A404M SMINIC i By MULTIPLYING SPACWO SHOWN ON SCHEDULE BY THE FOLLCIAND FACTORS. FOR PAS OPERATION TO BE POSSIBLE, REDUCED SPACIAO MANNED USM FACTOR SNALL NOT BE LESS TWiN MINIMUM SPACING INDICILIED MR EACH ANCHOR TYPE AT ANCHORS LIAIDID� A 1/41. Nam TYPE --I/A71A-,ji�4'j!- IAPCON ftrw"A"111141 ' "MIXT, ,.,.-.--.-.- -- I z —m�-V-��-)- 4, `$ !, I ,p - ,w-- jc,,N,K&t I.) I --- I . I I " m..T ri;� . ,;.�, —3 - --i--- - ;-,j�- ---,---- I AMK PA CC= mwm fAcm , ,A' --- - [-- -a - - - -1-1 2 ,/2. - -,-- - -1-, . --- —r-- TIV, - ----�-- Tit, f -`i -t. '- 7,i -- ---- ---- — j ,/2' - I foo � , =;- --- ',�-, ; I � I + REOUTRES . DISTANCE BETWEEN BOTTOM OF PANEL 1 _ - AND (!) TO BE: I/V JI/2 - 0 -1 M- F-41 i-0, I ++ REQUIRES Mo.+ DISTANCE BETWEEN BOTTOM Of PANEI, 4 AND (2) 10 BE- 411tr J3/lr - k j 'I 0al, Hurficane -----------7 I CO PONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STOSM PANEL SYSTEMS 1 (SCALE 1/2-1 -) - - - - - -----, - - , - , . - 15.125 . (TOTAL WIDTH)- - - -- - ---- - - - - - --- --- -2A97' - � - -- - � - - - - ,- -- � - I ll`,�&-111' . I -- - - , 12,500' (EFFECTIVE MDTH)-- - - - - - - I—- � F--f-1'ik-- .193' . - .750, - S . . - . �-, - - 0 7/4, -,Yp-) - I -- I " 1 1.374;� 123' _ : , I To ANOTE At S IY4' I � I to �500�;---IjSD,- - 1.�So" - - 1,3w - 1-250, - 'm* Be- - ADS* INATItISE128a O,Q - / I I I 1 :1.500' I I I I SM) I , I I ' I .11 � I I I -5 I I - - M. I -- !(7 �� I , 11' - -I- I----. 1250 1 , 1 � ;;E'...e" OL024' MIN. TRTEX - h - ", - 3�i 1 75, , �-- - I's7l, , I I I :H ,,� I GALVANIZED STEEL I . - EDGE Arm -s" Typ I --.", 2C)0* � .,m. - I -1 1,01V r Ll�! , ?ZO GRAD 30 MINIMUM H-..v I . 2.125, , I - I G . ., - -� -j I � DETAIL A 49 - --- ,I.!oC-j lzs� I i TYP I I - , T STORM PANE F- ---------- -- ----- 5" "YP.) A - - -1 I- A- .... -,+, SIT.- DETAIL - - 2.000 PANELS SHALL at INSTALLED ALWAYS - 2,387' - - FROM LEFT TO RT;NY W/ 1/2. I= (�) ANGLE WITH 9UD AT END AT LEFT SIDE OF PANEL (�) "Hit HEADER (�) !ELJ8Ar,K I I TYF. TOP ITTur 0.024' (Mm.) 1---, -- I OF PANEL i PANEL'S END UP ,.�, .-� - I _ GALVANIZED STEEL I - - - � �� I- w/ MEWED MG& >,�'.. �, "--,J-i 37S* - ,.270' 7 . /-) - *OD5, I 'r ,- PANEL. ` . � / "' , -1 I , " - � , , '. ' �, -�Z,� f� -- -- . - - ". - � I � A , -` -- - -,��' ,- - .- - .. ��---A � / 11 , ,,� ,�� 133, .�270- � , ", - �, I I � ,j " �'r � -1 � I I � I I 1 i � - ,. ---- Taw , I r - �0 I , - -.�--f -1�11-, � i 0.825 , 3�715' 062W �, . �' G. " '-�L,�w I .. ., , 6 -��_- T, A I .1 jj� J�N,I,JW I 250' -' 1467, :,52-"L " I /1,11 I '. M"`- - - - - 2-59" - / HEM : I 1. . I . I I 1 002700, 1� , !ZDO .11 , 4 -- - - . , . �, � _ JS , EA,FL OR @0 ' � I � - ,�� I , , - . � -�- . � � TL250, , �, L, I 1��, ISOMETRIC YIEW MA" ,I , 4.i , " � I- IiSil- � _4 I 1 , 0270 1 ,�', �* I - , - I ?50 ROUNDED CORNER 0 ENDS OF PANEL'S , , I i - W. I 'w. �-D'A$2, � -1 ziz HEMMED �,2,378 . � - END LIP W/ EDGE. I � I ( i i (wr's) 375,— , P&MU L ; I .. � ;I Soo* I , "I- ' (�) KEY HOLE WASHER EDGE OF, PANE, 31501 .001' (G57* .10, . - -"I' - 072, YYP�) 3105-HI54 ALUM, ALLOY (�) KEY HOLE AT PANEL � _ -T I- _ _ I .SVE SNEEI 6 MR ADDRIONA, I � 4124 . I , - 813' LWITATIONS IF SLEEVE UENGTTH IS I i'. . - I , - - 150 - . - '09 I ONLY VAUO FOR INSYATTA 125' I i � ffl� INTO / I - - .A - - , WOOD STRUCTURES 11250 I-_ I .37t!i� (� SLEEVE 2 1 1 (PIP) it ,W- I , I L-low - I MAX, LERM 2 [ . I �,,ik - -- --- - -- -,-I I O 1 '. -1 75n' I -193' --I 125' Z. OTT, A ...., - .2.548, - 1. Ila . I (TYP41 , - � ESE-. L -i 1.750, 0Q, L (�) REV., *H" HEADER "t - -1-1 - - I' MIN, TO 5' WIT., ------,,- I I i!* I (9 mmuLwAx. - 2.DOO'- - - I L021H a @ ANGLE (B "J' TRACK 9 BAKEL-HOM I "'IFFIBIMIN ,mll ,- � -- 3.000* iiti,- - 616;-76 AL40V I F.,,V I I I '44, W100 A- 714;AY I �F--?w ,,",`B'�� tUSE ONLY �011 1E-Z HAM STORM PANEL I- I i V �. � � , - IT. I , - - � I'So. - '082, "\)i�ENsi.--.`:p �s SYSTEM) WW-T6 ALUM, At-LOY : � � I ,A7;:--- - -J.2.75- mik"11- , I % I� � , . Ff- I 4- -- - I 1,67 I I m No. 44167 ' FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) ,� ZOOS' =�=�-,-, �. � --- ---- /1� i - 61 - -- - - �� 1 25 D- -MIN 0 MIN, 1.193 LIS�� ---- : ---* ;W= * -, r !ltT [� ,- * "3, -k I , -- .m. "ITE011 - NP. I r . i�. 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W-2' 1 --- ----±L-±�-- 6�'-!� .___n-_�-- 00.0 -- - 61-5. --to --- a--;,- -----� I—- 6'-Jl $'-s' --is� 110.0 - - 51-71 -�`Tio -------, 5,-8- =";i ---- - -- —5�5* WMILIM PANEL LENGTH 'L+" OR "L-" (ft.) 0 "*MUM kILIX DESIGN FRESSURIE RATING (P. 0 I+ IT, -) _ CONCRETE & WOOD INSTALLATIONS t —L. - - . , -- _ 2tLO ____ � 4 -4* _L�_ - __F:L_1:__ -21-0-- -1�:--Ioo:- 11--s. !1!r:-?, lo.-F ----:!k-0 JS�---- --fo�:Fo;- -;7-;- - r - I— !�O 45.0 __L _ ".- I. __!L2 d'-7* -87--2. - -- - Sao— -W-70- - - - --- si-&- -- -- , 5010 -a'--J- -- -- ... 8*-O' 1�-S.- .- -- -- ?,-5* -I--------- 65.0 — 1�� --- -- 7--2- -- --- W-0-- - -- z , ---- - "`:�,-- -- , 730 -- - --W* --S' PI-21 -- - 7':�- - ,.�'. -- - -T "' i- -�Ri—o- 7--4��- -7-5-; -- WTI - pi-o-- s,-q- � 6'- - T- F IS'- I 01" - - . - , , - --r - - -!?� —I, M06.0 -,� --- - ,�-,. - ,.-,� — raj- - :�--- - . - � . ML -- `;1 G �- - - ��- , i -- - - - ,-To -- "-,. MNIMUM SEPARATION TO GLASS SCHEDULE .AXI)AaM PANEL L L � WIND SPEED < 170 ,.p.h I WIND SPEED � 170 F, P.t, � OF) UNRESTRAWED RESTMWED jtNkaX�S7�MED 1 RESTRAIN ---- - 10 OR LESS 1' , 6 1 4 1 ,33 To 90 I. I . I 7 ",2- 7 1/2-_ 1 — 'Do To i-a I- I' 1 7 1/1" ' 7 1/2* 1 ! >145 To m,j I-- , I - ;-,/—,.- UINIU11flul PAN171 I rlidf.'M 1`11.1 rt*)R A r1VJFN UnILINITINa CnNINTION .., I T —WECTT I - .,. .U. I— I I �5-xl,s ----- - -- - 'r 'r TRACK AMBLE OWILD-00 .1 1,11 ROTTOW MOUNT i MEADER , EAGER ANGLE 1 I N`A`11 c— U01TRES O."L - DIRECT MOUNT 46' i -12 - '. 11 I w I - 's, so* Sc, -0, - —,. - R-,,!,7 �. -;;4- i — - - - —3 j - T32' �2- 1 3V 1 - .2- -,-- 38' - i;; - .-- (T -.;:--... — -1 -.. 1 27" 2L 42' 1 — 67- Be, w L� .... 155- ---L -.-1---!---;�--I - ix S� 52* 32- I - 1 ;�. 'E' 5" - --L �1 �32 32- 1 ,38- 1 W- L:E� 4 � 'a' * 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/6. 3W/7 & 4W/7 ANCHORS (SEE SO - 15' MAX I - . ., to *10LE ON _ _ __ _ _ _ __ _ 3, MAX, a ) . -- -- -- - I I. I" ; I- MIN, -,- - IT I .... - , - .. - --- I � b �il a - I - � 0 0 1 m -1 0, 0. 40. I'FT -- ,-� -- I - - —i--I I f- I 7-r---- , '- , , , I 1-7-7-7-r--I- T-r- -f- -1 I— - -- , �-- I �T —, (9),@-,@ I — 1 1 1 ! I I I I I � I � � I � � , -!------I--- � � I 1 � , I 1 ! ! i . 1 1 I -- - I IT "I 7, I F 1 1 — � 11 1 � i I : I I i I i , I I -- -L I I - t I � - , [1 , /11 � I I LA -A- 1 ! � I i. i I � I 7 I I � I " I L-1-1 I I.- , �- I i � 1 L-1-1-11-1 t � 1 1 I I I , I " i I :, 1 - I --- 1 1 -J. I I - -- I 9 3 � 1 i 1 1 -Y 1 11 ,- 1 ; I . 1 I I I - - � L - --- i � I 1 1) 1 i I I I I I --- I—- . - - 1�1, � ,.., i ` i I 1 1 I I �,L, � R j 1 I I I � — I ;, - I I I I . I 1 1 1 1 'R%v I I � 1 I I � I ! , � 1 1 1 I , e ! I i i - I I I , � i I I !,@� - i� - - - PANELS . I - J-i-� --- W/ -20xl' I = UN 1 (SEE SECTIONS AS I . 3 � F I � 4, I i i I I r � I � I I I BOLTED I I/At § SS, NIS SOLT W1 L* * EA. OVORLAP � I 'J'Pu I CABLE) I 1 ! 1 I , � � I I . i I 1 � . I i ; 1 I � I I ! ! � I 1 1 1 (SEE SECTIONS AS APPuCARE) i ; ` 11 it 'I s I . I I . I � I � � I � ! i . . - ; I I , ! J I I I I � .1 1 I I . i I I I � j . I , � : d F .1 I I I I . 1 1 , I 1 1 I i � A 1 � ! I ; I � I I . . . 1 1 . 1, � � I I . . . , , ,,, I I I � � 1 ! 1 i � 1 i � I I i � � ! I � I i i I � 1 I i I I ! i 1 i � , I 1 I I I ! I i � I � 8 I i I I I ! ; ! I )� - I I - -I ! I I D�M,, 03.C4 I -- -; � .___,_, - ;,W I it @.19 3r MAX ; , I , , - I !,�, I i I i I - i ! i 1 I 1 , �T - I ; T i 114� I � 1 1 I I � I I - t 10 — I �� , - - i I i -I � ,,, - -1 . I I 14ti 1 j�-,A;Ix -- �- I I -, -L I- ,- I I' MIN I - iitIi I. mus, 1/4, 3/4, 4/5, 5/5 & � F, I W/6, ZW/6. 3W/7 & 4W/7 � 1. SCHEDULE ON sMEETS a, to &I I � I -- I �. ANCHORS (SEE - � - - -1 2-687* N,T$. /e M aw �- OtIN oNERLAo -1 -!Lm %WAN - I I � . 11 � 40 -- - i C I I 1 -C , 1) ,I N T-S- NOTES. (I) I+. MAXIMUM ALLOWABLE PANEL LSNc1M FOR A GIVEN POSITIVE ASA DESIGN LOAD. J.- MAY ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASG. DESIGN LCAD. C. ,O PROCEDURE To DETERMINE NAXWum PANEL LENOTH, OVER A POSITIVE ASO, DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+* FROM SCHEDULE GIVEN A NEGNINIE ASO. DESIGN LOAD , DETERMINE MAJOUL& PAM 115MITH 'L-' FROM SC1NEIXLE FINAL MAXVMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE AN DETERMINED PANEL LENGTH BETWEEN 'W AND 'I-'. (.3) SEE SCHEDULE PROB, FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION, � WSOUATIONS ORD WOOD AW LANTED ED T 95 P.s f MAX A-SUO, OESION PRESSURE I 1 Ams 9, TO & 11 MR MAX. ASD� DESIGN LOADS B, MAY. PANEL LENGTHS FOR ; * � . ; 1". . .- � 1. - * -. 1 �'TATt Op 1, - �- ��- � 7'�, �*-, F77 � '-'" " -'-_ DE"' A —me, � // 11LIECO, 1 24 GAGE GALVANIZED STEEL STORM PA L " HE DRAWN B". GLOBAL PROTECTION PRODUM I.I.C. " VAW- 0 , � '" , - , -, . ,-Q!; . , , , , __ _ , ,O,RIDN ..-� , , r�/"i,:,", , Ie / - e 15,13T Tisfun; IN TOWN - - =-, ,, '", - - - .. THt - . _ _ AXII �w III STREE` uw�- rL. 3", (.)mF?`r? M., r-1 20-175 � , ) k, i -i: �,,-, z t", -1-1 I NY � VAN AN I— RRHI )W-M`"I� - . 1— — - mwiHo w., — ----. ----- -- - ? , INSTALLATION DETAILS FOR REQU \ ) INJO WOOD 9RUC-T-Uff-a I I I 1-1- - - ii'm. - ----T--- - -; - - -- - - -- - I ,,, -,. - , , --- T -1 I �il- 1 . , I � , � � - --- �-, -- - I � I I � I , I , � I . �(1) I I , , � 1� 1� � , 1 I SEPARATION � A -1 �, - I WOOD ANCHORS �� 1, Ili I , --- TO GLASS- � - ��', I- I ! - "I ,- 1:, I- -- I �� I - 1� �. , (SEE SCHEDULE ON I . lij (j� l/.*-T%N,� (SEE SCHEDULE I ;, - %,�) .w MUK, 00T.Ti 11 ON SHEET 3) i 111IN -1-1 '! SHEET I 1) I -- :L-0 �; - 11 � 11 TIT , A I/'- Be - I ! I t. � �,z � - -- .x � - - , 11 --- I`- =11= � �� I - � — � �� t - I I �r "�,Pt I . I . I -� I �i i I 'I, - � I ; ; 1-1 f - I _-_- -- --- ----- 'L, Mo. , 1 I . � I I -T --- - - 1 I PA14EL LENGTH lmxlslil�� !7;;;; ( I . I I , i� WOOD HEADER- 1 , ; ; I'l �� 7 � - I I (WE SCHEDULE -i) WON ANCHORS 1 1�� - - . 11 I REQUIRED I " I -- .- � , - 11 I � .�� (SEE SCHEDULE 0- I I - -1 � - 1 -, i � ��; 1 0-4 SHEET WR I - - 1/4* SHEET I 1) kol I- SPACE ,, ,R - , I , ,* 930F= E2 , k I .� �GI. 0 = i� - MAX. is "I 71-W 1— - =TE.R ; -L' I � , , � I ,�: "I -- "I __ �1�) OF 1-. � -1 .1 � � I ,' I "Ic i 1 � I �: - -- - . - � . I I � I 1 2- j - I I - . 1. I i ED I - - "I WOOD HEADER I" I REQUIRED I Ii L I � I - - "I -- I -- I . - f ff- - .------ � I , ��i I I - " I MIN � �-� - - ,-- . - t 1. . I , I- ,,6 , I � . � I , i - : ED 1 . - I - , i ) �--I I " � i k CD .1,11 —.1 . ..... - ---- — , , I I � ; � I- - - ---- . -- I ,, I ,�', � , - I - 7--77 ; , , J I � ; I I 1--L I , q�ll . , I � I I _@ 1' M,I,X- LONG ALUMINUM SPACE a 12 I/?,- Lj1-11LLJJ----- - D�-.-ul � I , � � � �;: , I - � � - ; I 1 I I I � � I DC� (SEE TABLE 11 ON SHIEST 11.) � , � � I . I Mt,' I - � I ;!, , SEE MOW FOR LIMITATIONS FOR 1. MAX, I I ;_ � � I NOTE A SEPARATION (J) 1. - I I /Z. LONIG SLEETILS, 1 1 � T v MAX, , i �,-� I , � LENGTH : I-- TO GLUASS- PAN LENGTH I PANEL � - , , � � :I� II " I . -1 1 CL � (SEE scHmt E (SEE I , I I : � � � I tSEr SiCHEDULF I SCHEDULE � I - PANEL MATE. FEMME to OR PANEL MATE an SHEET 3) � I ON SHEET 3,) 1 , 1 , .- I CH slim 3) f � - I-- -I I - - - " . I � ,� I PLUS (SEE SCHEDULE ON STEM III � f � � I � I I I ! I ,.ii�� VII "I VIA) I I I I, , ; �. I I . ,I "I' � I I , S, I I . I wrotriven. 1 RATION I I MSIDN I SERA 1. 1-0 . WOOD -- , I � UNWIN Oto F-e) - G-A T,= i REQUIRED -- I- GLASS ME - I: -- I r-) PLATE I - , I - MT11111-1 (,�, ti- ON SHEET 3) ,!,"� t - ; I , PIRE0 MQUNT W/ SPACER fil 1 , 1, - - 1.11 1--A I * I I ALTERNATIVE ZW' v- �- . -1 I r I , � 4 - I &A, SCALE 3/8-l' ! 1 rj-) 5 1 i"i �1 � "I 1 L--J 0, 1-" 1/2, O.C. SEE TARILE #1 ON SHEET I I I" MAX, PANEL LENGTHS * 1 = 11 I 1 11 MAX ALS.0 DESIGN LOADS FOR THIS INSTALLATION, I OF 'L* I � FO A . , :�r I - I i I " 11 �� - i� d - 1 1 i � - I f§) MAX I -0 I I i ' I , , - 3/4' I 0 12 1/2' O.0 i 9C ", - - - - - C ----------------.-,.--�--,------, I � EO , ; � I , � I , 11 � I I ** bium -Slid , , I AND - � i� t - k .- bm* � � - .I I ,,� ------ I � I 0 -, - - - -.-- I I �, STAGE I EII. I � I , S,G : 1 , � ---;�--, I I - I ,.� . - � SPACER &A WAV BE I llr LOI �F T:1- 1 -1 , ;�� fSEE SCHEDULE ON I I I ------ , I I L I I (1; --(�4) i *,m � , I I 11 � SHEET TIT (1) INISTALANtIN IS UNIFTED To A DREE STORY EARLANDS II IT-O' I NO MEAN Roor IT IS A P�CTM JW I I 1 'OD ; . ENTEDWO "ONAT g�=Ociifoo ON SNEEfFR0M � �! , *4 1 i I 1). P, , , 2'; *R`EQUIRF�11 t'7, �, , �, 1 � WOOD ANCHORS � , ' I ' , . � � , � � ' OTAU INOBIATIM I I , , � � STAGGERED W/ STUD � , - �' I . ="1I:V.M;ftI�1)1fkQ OP= 11.AT1.FEMALE O OR I I � I � 11, - � I I " ��, I , W4 WOOD MgMEEFF&MA, Or REDUCSD To.1/4* AS I , 1, , PLATE REQUIRED I - i - ---,-" To � 4 � � "I - I i I (SEE SCHEDULE ON .. � -1 I " � F=OW" wilmTom ARE i ;, �- _ I EIAS IS A RESTRICTION FROM 12 1/2' 0,C SPA04 ALILI I SX= . , . O'C , i I �, I SHEET I I � cousuo, IWIML 1� om ON i i I I i i � I i � Slim #)� I : I I I (,) Tow" ASO Orsm PROSSURE I , � i , J rATM 6 .ft -AD "A. � (a) VAX 24 OWE PANEL UDTITH S LIMITED To 64' AT ART OPEo" I -- I I - I (THIS 15 A ROSTRIFIRT111 FROM LARGER PAM UNTFHS ALLOWED ON 1 11 � - L - I � (2) mAxA" STOW PAND, LENGTH a Ili WALL DIRM MOUNT ! SwmXTE SHEET 11L i "I 1 -,--- � ' . WALL MOUNTIN 1 13) SITTAN PANEL WRITALIATION IS i fflai�a I (4)I VrTL �WAOM (of PONINT #9A SMILL BE AS RIDICATED ON j ONLY r I ON TIr . SCALE 3/0-l' S-HAT LOW SFACM 9A RS ONLY i I INTO AM 00SWIC wow rRAw WALL I FOR WIND ZONES 1. 2 AND 3 AS mmm" ff Asni � ALIERMI[VE I I ! i C-1208 V. . THE 2. Oftf, Emw or THE I'llop" : SCALE 3/8-1" 1 (,) iterwitmok VK.,D m, FOR WIND ; I BUILDING CME ; I ZONES 1. 2 - � � ASTIM E I ,,0044HIJIMMA, i : I MHM,<`6. I - I I V"�Jk A. 1`1141'� i - ,4;,. ---------- .--.-------- ---.--- -1 , /.)� 1 ,,,,,-S L _,� ........... �'. �% '4* NOTM , - .EN,p -.:!� -, 3� ... or i, lk FLORIDA BUILDING CODE (Non High Velocity HIT cono'Zone) z : TL I - . : I INSTALLATION ARE ONE:Y VALID FOR MAX, A.S 0. z �, No, 44167 ". z .1m "LIECO. im I STEEL STORM PANEL I,., DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =** = , = ORN's - AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = I * ., * -\ I TOP & BIDIEOM MOUN71NGS CAN BE . - � = It -',*'-. - "�' / I I COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE 005�- ��-- I L E C 0 T, . c, \ GLOBAL PROTECTION PRODUCTS, I.I.C. I— I III(X, SW. a, STREET INSTALLA110N. '-S, -, �. �IORIDVIV�t i'-7 Injur FOSTIND & motom, 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD IS;`11. - III, - .� - - - =rIM V.ViG FL 310'. '1�1. *ell PNOML - 20-175 - CAN -,-,I: - - P!V, IN,— (AHOitee-7-1 (".)AM -BINS' MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC I'll — DROORAO . 1 — - 1 �"' — '- I DENS" OF 0.55 OP. EQUAL, ,,, ,�,,ifm4 � �Oomsll �� 111;�Tl: ., Tug 2 I :: j -, !=--i VALM A, �.. 7, 1 - =-I - --- — - : A k I --- I----.--- -------.----- ----�, --.--I 2u9H6L.N= (C) to !A,SILNQ-90,c,�.5pAftc,--Gak�O-�,'--,��,.%5.-" � �1�1;n�m HT -1 Fj�� 0801C"UME O' E 0,) HAS BEEN VERIFIED FOR 104PLIATIM W ACCORDANCE - /4"m TAPCON AINGHORS, AS MANUFACIURED RY t EW �6$UDEX, INC, WITH F,4t 2020 (7th EDITION) Of THE FLORIDA BUILDING COOE MIS STORM PANEL SHALL NOT BE INSTAI,ifr, AT MG4I - lliIl-tO PANEIMATIE FEAALL.- ID AND PAWELNATT- PLUS ANCHORS, AS WWUfAC7URED BY FLCO CONSTRUCTION MELDS. VELOCTTT HURRICANE ZONES (MIAM-UNDE / BROVIAP0 COUNTiES)� - 1/4'� LAC SCREW, PER ND S DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1609 Or THE ABOVE MENTIONED CODE. FO� A BASIC WIND - 7/111,0 � 5/B' WOOL) BUSHIING. AS DIS-�TMIRUTED ITT ALL POINT SCREW, 09-T, If 1PECALty CO SPEED AS REQUIRED BTY THE JURISDCTIT�)4 WHERE STORM PANEL WILL 91 NSIALLFD. AND FOR A DIRECTIONALITY FACTOR KO-O a5, USING ASCE 7-15 AND SHALL NO EXCEAM THE MAXIMUM (XS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION WED WOOD OF TATCON ANCHORS SHALT DE I 1/2' AND 2* FOP ELCO PAMIELMAIE PLUS 11 3. 9 THAU 12 & 17, 16 AND PANELMALL FEMALE ID IN ORDER TO VERIFY THE AHG`V`E CONMOON� UL17MAIE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST I REDUCED To A-S D, DESIGN PRESSURE RAIING BY VULTIPitYWC THEM ITY 0 & IN ORDER TO COMPARE THESE V01 MAX (A�S D) C 1) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL VE I 1/2- M THREADED DESIGN RT.SSVRE RATINGS WOWED ON SHEETS 3, 9 IMRU 12 & 17. IS. PENETRATION IWO STUCCO 5NAQ. RE CONSBDERED AS PART OF TNE REQUIRED THREADED PENETRATION -"j P CWAJ IN ORDER to ARIFY N4,O ANCHORS ON TIME P ED AS 'TWED WERE INOT OVER MCSSEL, A 331 INCREASE IN A11OWASILk T STRESS FOR WIND LOAI WAS = USED IN THEIR ANALYSIS F��SfENERS SPACING TO WOOD HAS SUN DEFETOPNED IN C J) MINIMUM EWE DISTANCE OF LAI SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING CZ ACCORDANCE WITH N.GS 2018 C%j SMM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORLM14CE WITH SECTION 1602,1Z OF CA) MINIMUM PENETRATION of WOOD VUSH1WT SMALL BE 5/8' 1/4' 0-20 SCREWS USED $�All BE I 1/7' TONG MINIMUM THE MOVE MENTIONED CODE AS PER AMETTICANt TEST LAB 01 SOUTH FLORIDA REPORTS JO8I4Q'-O' AND 0071942-0t. AS SHOULD STUCCO EATST, AMC I- MINIMUM FOR W/415. Willi NO ,51UCCO U.) PER SSTO 12-14 & ASTM C 3W-02 STANDARD', AMU AMERICAN TESIWI LAB SOUTH FLORIDA REPORT #112301-10 AS Pm _ T DRUM E SEETI, IN 604 0 1 IF C 5) til CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND (-IN INS, D35TIN IAS ZTLI AND TAS-203 PROICCOLS, AND AS PER T)ALCOLATIONS, PERFORMED IN Arf, C W/ 0 1 r I - qC=11 T. If WALL ANCHORS SHALL BE LONG CNOUGIJ TO BEACH 70E MAIN STPTACTURC BEHIND SUCH PANELSL I 0 DA BUILDING CODE AI,4HDUAVG( SKN,L BE AS MENN09ED IN C 1), C 2) & CA) 2. Al� � � A` IT ....... . . ... EG"'UNS , - a 6"o-', ""I .1, 11,111ER (UNLESS CTH.11 IIOTEO� SEE "" 2 ,III ANCHORS Ili-, 111, 111STAII-111 11,11101ANG Al-1 OF 141 111111110,11FITIONS .11 ,1111,1FICATILI115 11' THIF 11,11,1111*5 MAIIIA-V ALL ALUMINUM SA4EEI METAL USED AT LIGEURKS SlIA" HAYE 3105-HI4 ALLOY - S ,"I PANELS MAY ALSO BE ThSrUIELED 40RIZONTAUX FG)CLOWING INSTALLATION DETAILS SHOWN ON SECTION I THRICUM4 6 (SHEETS P-1 " 6 I El L; I 'S' 1, ALL STEEL tiHEE1 MEM PANELS `,IHALL HAVE 5,RtM1JRk QUALITY STEEL, ASTM A-6S3 CRAGS SO WhIkUk. 4-60 GALVANIZED ,IIRCMGH 5) FXCFT�- THAT HEADrR3Q &(D SHALL NOT RE USED. �E SIVEL DESIGNATION W/FY- 22 2 km (AFTER SOLLEDI, S IT SMALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR T , 0 VERIFY THE SOUNDNESS OF T14E STRUCTILRE WHERE SHLITIER IS R I 5 'EAN ATTACHED TO INSURE PROPER ANCHIORTAGIC THIS SILFIMP SHALL ONLY BE ATTACHED TO CONCRETE OLOCIN OR WOOD FRAM , 5 A111 SCREWS 10 Or STAINLESS STEEL 304 OR 116 ATS1 SERIES OR CORROSION IdESITTANT COATED CAR" STEEL AS PIER DIM BUILDINGS � to 5001B W/ 50 "i YIEW STRENGTH AND 90 Nei TENSILE SH ENCTH .AND SHALL COMPLY W/ FIENKILL YPUIE��[NG f;ODE SECTION - C* 241 I 5.3.4. 10 EACH REGULAR STORM PANEL WITU UDIMS OVER 90' AS PEP SECTIONS 1. 2, Ii. 5, 6 AND ALTERNATIVES. ITT, 3W & 4 & . W Cl) SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LFOIDLE AND READILY VISIBLE MARKING INSTRUCTLY0, OWNER ON I 'CC 6 HOLI TO BE ACTM A-107, GALVANIZED -�fIEFI- OR AISJ S34 SERIES STAINLESS STEEL, WITH ,56 k�i MINIMUM YIELD STRENGTH SECURE PANELS WITH. APPLICABLE RONSTORCEMENT DURING PERIODS OF HURRICANE WARNING . k - _ _ 7 ANCHORS TO WALL SMALL BE AS cOULOWS 11 THE INSTALIATION CONTRACTOR IS To SEAL/GAUl,Y AIL SHUTIER COMI'IMENT EDGES WHOrM REMQ% iN LONTINUoU5 C -1 . 2! I THE BUILDING TO PREVENT WND/RAjN1 INTRUSION -, I (A) TQ-EXr�P� FOUS9LCQNCXE Cu C _ I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY 1,T-W FUkDEX, INC; iMb, 1'� ,,!U92 p.) 12 STORM PANEL IN STALLAPON SHALL COMPLY WIT" SPECS NOW-ATED IN THIS L)R&AWG PLUS ANY EII�LTING ANO �DNNG RECUt 5 x , - 0 I, 710' CALK -IN ANCHORS, AS MANuFACEURED S� rAWALI INC MMOED BY THE JURiSor.CTIGN WHERE PERMIT IS APPLIED TO, :6 �,14' - /4'0 , 3/4' ECUO-SET ANCHORS, AS DISTRIBUTED BY ALT WANT SCREW, BOLT & SPECIALTY CO , a E ._.R. PE-3000 p,,-0 I t (*� THIS PRODUCT EVALUATION DOCUMENT (F.E-D.) PREPARED BY THIS ENGINEER IS GENERIC ANO DOES HOT PROVIDE 1W RMAT * .a I FOR A SITE SPECIFIC PRWEGT� W' HERE THE SITE CONDITIONS DEVIATE FROM, THE P E O - 4-10 PANILMATE FEMALE 0 & FANELM4TE PLtjS ANCHOR5. AS WNUCACTURED 9Y ELCO tONSIRUCRON PRODUCTS P - :� , - . - 114-f ZAMAC NAILIN ANCHCIRS� AS MANUfACTURED Err DEWALT, NC _ , ,�T ;. , "'.. �b� CTM?M4CTOR TO RE RESPONSIBLE M THE SELECTION, PURCHASE AND INSTALLATION INCLUCITIC LIFE SAFETY OF ... - . Clj . 1� A 1) MINIMUM EMBEDMENT OF TAPCON AN(MORS WIT) POURED CONCRICTE SHALL fit 1 3/4'. 2� FOP uu-0 PATHELMAlt AND BASED ON THIS P ED PROVIOCD HE/SHE WES NOT DBTjIAIE FROM THE CONDFIKINS DETAILED ON THIS DECUNIEN, CONSTRUCTION SAFETY AT SITE IS THL CONTWIGIR'S RESPONSIBILITY to 1 3/4- FOR EAMAL MALIN ANC,HCATE., = 1 1 (c) THIS PRODUCT CVALdATTON OCCUMENT WILL BE CONSIDERED MAUD IF MODIFIED -T A.2) CALK -IN & SOUD-SE1 WHORTS SHALL FF EMBEDDED 7/6' INtO THE POURED CONCRETE NO EMISECTICINT INTO C3. STUCC? SMALL BE PERMIT'llui. 1"4- 0-4 SCREWS USED SHALL BE 1 3/2" LONG MINIMUM SHOULD STOCCO EXIST, (d) SITE SPECIFIC FIRGUECTS SHAILL BE PREPARED BY A RUPUDA REGISTERED ENGINEER OR AAC4TMT WHIC4 WIRS, BECOME F,tE AND I , M 'OR WAEL-� WITH MCI TPUCCO. AND MAY W HEADED SCREWS 09 ALL THREADED SCREWS W/O HEAD, ENGINEER, or RECORD (E O'K.j FOR ,THE PROJECT ANN WHO WILL BE RESPONSIBLE FOR THE IN= r PUT WIT), WHO NUTS PROPER USE Or TRE PED NOWIF-CP Of RECORD. ACTINIC. AS A DELEGATED ENITHEOR, 10 THE H P.E,D ENGINEER, SHAL; SUBMft TO THIS AAM.P THE �;rE sPF.cirtc ORAWNWi FOR BEHEW, A 3) IN CASE THAT PRECAST ST.W. PRECAST CONTCPM PANELS, PAVEFIS� STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OF fLOOR, ANC1,K)AS $HN1,L BE LONG EMOUGO TO REACH THE MAIN STRUCTURE— DISHING SUCH PAWLS (v,4 THIS P,F.O SHALL BEAR THE EATE, AND ORIGINAL SEAL ANV SIGNATURE OF THE PROF�-SSKWA,t ANCHORAGE SHALL BE AS k0ENTIONIED IN A,I) AND IN &2) ENGINEER OF RECORD THAT PREPARED It (8) TO�-IXWN,Q-Mil.�-9,QQLftl-4&-"-C�w " SHUTIM MANUFACTURER'S LABEL SHAUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM !/A- 0 TAPCON 04CHORS AS MANUFAK.TURIED BY i I W SWIDEX, INC, PANE! - SHUTTER IN ACCORDANCE NTH SECTION 1709S.2 OF FLORIDA BUILDING CODE ONE LABEL - SHALL BE ED TOM EVERY OPENINC. LAKUNC TO ��OMPLY WITH SECTOR 17099.3 OF THE r - 1/4' 0 . 7/8' CAUI-IN ANCHORS, AS M&NUFACTURE ' BY OSWALT. INC FLORIDA EUPLLADCING CODE - 1/4-0 I, 3/-- SOUD-SET ANCHORS, AS O[S-TRIPUTED STY ALL POINT SCREW. BOLT & SPECIAL.Ty GO . $14-1 IT PARELMATE FEMALE ID AND RANTIMAIE PLUS ANCMORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRTj0fAt0UIHfIN, - 1/4' 0 ZAKAC NAEAN ANCHORS, A,k MANUPACT�RED BY DEWAUI. Kif. t� �:. T11MIN AAO �\�GEN "' 0 I) MINIML EM@+OM1.NT or TApCON ANCN,,R�E ELCO VNICUITATE�- ZAMAC NATILIN ANCHOR, I THE . BLOCS'UNIT SHALL OF 1 1/4- -' . . . � FLORIDA BUILDING CODE (Non High Velocity Nor 'cone Zone) z . z -� mno,'. Wic 24 GAGE GALVANIZED STEEL STORM PANEL f, - 1) CALK-N & SOLID-5ET AMCHOVF� SHAL-1 RE EMBEDDED 7/6' INTO -HE CONCRM BLOCK UN I I ' ` NA,44 67 '. - DRENT , = — — ,Y I �/2' * - - -- SIUCCO SK-41 BE PERMITTED, 1/4� *20 SrAEWS USED SMALL BE 1 LONG MiNIMVM S.10i,,U) , I EXIST. ... - - / \1 ""' AND 1' MINIM M FOR WALIS WON NO S,UrCO. S .0*, . - � U - I STATEIF � GLOBAL PROTECTION PRODUCTS, U.C. - 11LIECOm. �p *. ,I, . ' i - t - . �Tw� I rRoarri—ft" E�F-wlw ASO .. $I SlAw. -- E,� Ili CASE THAT PRECAST STONE, OR PL?FtASTI ' , 1 PANELS. STUCCO OR WOOD BOARDS ILE FOU I ORI CONCRETE . UMrL A- �1" ', EXISSINC WALL, ANCHORS SKILL BE L"D ENOUGH TO REAr 8 HTNO Sir-. -A ?�,'�,'� "' , I I -- - --- ,H THE MAN STRUCIURE E ' 2 e� I IN- PAT --" - 0.1 I-'.'" 1.4.1 TA5`ITNW15FS1 �W.' OtiNKSAT-ITIV, 20-175 " L------------ kNOORACE SMALL BE AS MENTIONED IN S�Ii AND IN R2) 1pl;� szAi"""', - -- MKVT� N. "Iff,", CI-OP,t7l. - IvEnt�;zw ;R"-'�t', -E sm/qww"IE WkTEF FT, ".. tn,��l � I I — 3- 41;-iE , "I .1 I.. - -- I INSTALLAIION DETAILS FOR REGULAR PANEL (1) I I IINTO POURED CONCREITE OR CONCRETE IBLOCK 5TRUCT-URE5 I &Sg��POORED CONCRETE I 1xistmo POURED CONCRETE I I � t,-, " � ,. .,, " "' ,,�', R"F BLOCK FCE�70,NED I IM , , e� �i -ME A OF CONCRETE BLOCK REQUIRED, -�, , I I " I CONCRETE ANCHORS � "I L , , ANCHORS , �� CONCRIE � - -, , " , �K (SIR SCHEDULE ON _ , "&,;, ,e , " , "' o �, " , SHEXIS 9 THROUGH I 11 I 1 � --(V' (SF-- SCHESULz ON j;;�,,,jg, , SM�m 9 THROUSK 10) N11 I C2 ) IEGSTWG POURED CONCRETE OR ��;, I I -- I I � 'I, X , j CONCRETE SLOG� CJ) '. - ... - 1, . I I I ,I t/v � I 1/�t' t -"-, - � I 112. 1 0/4, REQUIRED, 1 I-ATNI & a" 0 0 .1,i- mc ,vw 16'1�,` I ,", - � � ` -1 , - I .- I I I I � -NIMA, , - . - - CONCRETE ANCHORS "I"), "I' — - --, - - , Al - f � � - � t �'1111` : 3 � - EID, I- -1 ; , � '. I (SEE SCHEDULE ON - SHEETS 9 171ROUGH 10) " �, 6 , I I I � : ,t, � I �w 1 -1 i �, 11- , , '' , " .',-,�,. ��% �� I e � . l,�,. ��% -. . l,�,. ��% 1, . l,�,. ��% � .`l�, ��% . l,�,. ��% . l,�,. ��% � . l,�,. ��% , . l,�,. ��% � . l,�,. ��% . l,�,. ��% . l,�,. ��% � . l,�,. ��% . l,�,. ��% � . l,�,. ��% � �i' ,��",�',',',,",��,",,,"�,��',',�',,, '!".11,11 -, , i � I I - z - I - � �, �,, ;�, ,,, 1, � ,,, 1, � , "; : EOf � �, I ---I ra� i IV, ... I" � I 11,-., I " 1-1 ,-I I C, ii .. �- I .. I .� j § -I, T � I � I � i I. - , - ----- --- I i - - wi- �V"� --1 I i , I 1 - J.- - - I � 11 - - '='R 1 4 ,0 4 It- - T 4. - .- I - �-L- , � Zl' : �;�' I I , I �� I I ; ED , , � ;�� I ., I I. �1' I � , � , �: I I i SEPARATION 9 - F-TIOUARM.- I - 10. � Gm, f�ll I I LOGIN OVM r-61 Ij it SEPARATION � I To GLkss, -R �T AT TAiLo I I (m - I LIBIRM INSK e) ;! �, m. ,I - , � . : �., , I , I i , �,�,: , ; , I �": I I EXISTING � SEE �! GLASS ON I " I ; 1, M I PANEL SEE SCHEDULE ( SHEET 31 11 ON SHEET id : I 1 - ,;; , ,.�, " . - . , I " I, i I LENGTH 1 i ��,' : SC44EDULE 0 1 ,,� I 'L' 'i, Aft.. I ) I (SEE 3) IT 0 I 1 I 4- I TO GLASS, I I PANEL LU47H I I I ECINIFETIL ANCHORS -�, -- I I ON SHErT - I A a , 1 I I PANEL LENGTH -1 (SEE SCHEDULE I 9 (SEE SCHEDULE (SEE SCHCDOLE f I (am SCHEDULE ON I I EHESTE ,. 2 THROUGH to; � I . I - .q) i 9 � It I 1, ON �1 3) ON SHEET 3) ON SMEET 3) _ f __ - -,- j I - � _ '. I " , � , I "I I 11�1-01, I I � ! wx or 'L, i " alplt-G.R GLASS h : � IT, ) : I I I EXISTING I CLASS ---I i I � %� I" "I'll 1, . '�. , , �� ,,,:r,r ��,� " �' C , , � , � , � I -11, 11 '' I I MAX I O - Sox OF v , : " , ,, -*, G V 11 I � . 111�� I I I - , , f INXIS I * - vw��I, 17,�,'�,�'�Izi-Ill7�""-��,�l""-"-,�'-"�l, , -', � --, �,.,,,, ; No � 4 � �, � ." C i �� 1 I 9 �, � , I � I �� ,� �I�L " 444 I 1 � � .e�,;,� , I I I I � �,�"",�,�: , ; �,,, I " �.,', ,, � X - ��ql :, �;, �� CO, I 11 it I I , � I � - " I ,AM,�, I ,,,,,,, I�G ` -,-m, ��, I , I ED, ,� 1, 11 p', i , �, - , � ", L " It 1/2' J. ", I � � �'�2-"�`�`4 I f$ - �� _T , , ' - 1 4 js , r— I � I � .." EXISTING POURM., - ', "',""', I COWIREW DIP I a I I 12 i/2- QC i �, I T qj , I 11 �4, 1 li-I AFFUCABLE); I � ;1` I : - � ,- -1 I , 1 - *VINTR HISAO . , 14%..m ". SCITET, Pit C(ACRETE. BLOCK I , CONCRETE ANCHORS " .",:.. 1, 1 � :' I I ,'�. I - 7, k ,--t-#.,4- 1� f - '/'-SOI�: �s M.S. */ MR REQUIRED. I - �! (SEE SCHEDULE ON ��, - I-. -I - I --,--,- - I- I �r:', �' - �, ETS IT T`R` UGH 0 I , ,, I - - - " I- .., - I - :. .. L, ,��:, - , ` �/ I `.311BAN.-'L.11-S _._,� - --N�N, , 0"ON , , . -Ill T) ARE USED WHEN EXISTING POURED CONICRE!U IT EN W/ T OR CONIGRETE RLD ALTERNATE CONCRETE - I -- q:sclw I CONCRETE CONCRETE ANCHORS PAINELMATES AWNGIR ARE USED, REQUIRED, ANCHORS 0 094OURM RET-E BLOCK KOUTRED _ sTAGGERM W/ STUD (mm. SCHEDULE ON (SEE SCHEDULE ON SHEET is 9 THROUGH MS) - ,4EM 9 THROUGH to) BUILD OH, MOUNTING SECTION I SCALE 3I,S.I- wiffln", SCALE 3/8-1- WALL WOUNTIN / 12)RprT MOU W%, ; I ..... 00� ...... ... �. TIQ�s. � ,05��.. fr "', I" -" CIEN . `-,-!�511-17- FLORIDA BUILDING CODE (Non Ifigh Velocity No lcone Zone) I E,D. - EDGE DISTANCE ! 5ML-EQ11-0m TI : �0 s i = m * -'� . . t ,:5..- I - 7z O� 44167 ' S , * .*= -1 I E - - 1 . � STATE OP- . - m" TiAltm -, 24 GAGE GALVANIZED STEEL STORM PANEL I J/ I I L I E C 0 I m c ' � GLOBAL PROTECTION PRODUCTS, LLC. rp MIRT ev 07/11/2= (SEE SCHEDULEJ ON I SHEETS 9 & 0) TOP & BOTTOM MOUNINGS CAN BE ANY TO ANY . - % 0,:, - .. - , ,ct 0 . I RI�D�,.- — -w &*. !iI ST IlEw 11:5,15"a A 9=1XIRM0. -1 P-ItC F mi. � I COMBINED N WAY SUIT , 1 . ....... � -�,,� in.;i YAX . - - .- J - i ORM, AT— - ow -2��P PNOTW, (IM,VTRTA-7�. F- ("'Heii-in 20-175 i INSTALLATION. . ) ... .. - - - C.-MM.- --I — — - OMAAA; Ik, L .1 IN'�,.,,�PH`-*�-- I W&LAX A. 6MA�'! 1 noN, IN tITI`7C 11 — leflof 10"Is - I --- -,. F------ I --- -------- I tbj�TALLAJION DETAILS FOR REGULAR PANEL I INIO WOO I iI 1- ,1� --I-,,, I I . . � � . � I � ALTERNATE LEG � i 4'.8- (Mm.) EXIS'NINC, WOOD -'-.- I I - - --- - -----F� -, � IOCATION � I . I I BEAM REQUIRED- STRUCTURill I I z I � I ADEOUACY 0, EXISTING WOOD . . � . . . I I BEAM TO BE CERTIFIED BY - "-v --�- --Ec - . � , -- i,, . i REGISTERED ENGINEER OR I � ,- I- � -F I- , � I I , f ARCHITECT PRIOR TO SHUTTER � - - �. 1� 41 INSTALLATION. I ,� , I ': -z _WOOD ANCHORS ALTERNATE WOOD ANCHORS I -- -, v � - I' ___ I ) I ii .,, - vf-�= . Ni. I , --F— I . 1: �SEE SCHEDULE ON (SEE SCHEDULE ON . � -- - OF SCIE", OR � il - - i, - Do , I -, I I SHEET 11) SHEET I 1) ==11C I � " I I : -�z I � � I ./.��I* - N`z, W/ MIT, 11 ,,, " ,/2- . i, I � . I I , - -1. I r--UT 1/4' �, I i 1, -1 f , "' - - '- - I -I WAX, WOOD HEADER . . I I - - Be , I ------- --I - I .- � :::17�- --- -1 - � -1, REQUIRED I '- I I'A',pxKI� � 7 ,z �, I 11 -I- , - " - """` ) '-0�88-8�1 - I w-A ; ; � � a ,/4' O.c � WOOD ANCHORS, - , , -1 I iw. , � L 2 I (SEE SCHEDULE ON � ,. 11 i .1 I i I ': , min � SHEET if . I I M � (- � 1. � . . . . .I.. .IT. .IT. lis N To 1 , I ) EPARATID I . " 4 1 : - , T, i � , -1 GLASE(SITE . i 1/1.20,,I� � - " - I ; SCHEDULE I ON SHEET 3) . 1 RIF oftm *,q M;F. SEPARATION TO GT.Ass I i t � I , A m OMAN, IL, NAM - FF. SCHEDULE ON SHLEr 3) - 0� � - I i Ir I& I , � " (w Fm ntmit. I L r. IF PANEL LOWTI'M If -. I - 04" r-In "',tap 11 - : - ,,, MAX 1. --- - - -,-- � 1`4 : I, E" m AM (SET SCmCDULE - � I-L7 I - 11 - PANEL LENGTH 1) ON SHEET 3) ITIGHTNOT - 1 I I 1 " I (SEE SCHEDULE EXISTING I 0", I - --I GLASS . . � . ON SHEET 4) I --- I I I- - I -- �- '! I I , '�,� I ! I i . - -- - - 1, ,IT) I �F , I = I *-- - - -- --- - - - - I --- 1 56% I I [- 01 OF .L. 1 1 lz� soll; I I OF ,L* : r i Mktl� I I MAX. � T-1 . I - - 1-�� I � - I I -4"- T I i c -1 I I I i I I 0 :2 1/2- O-C, I 1 - . 1 i � - 1.1 1 I - 1-:1 ,)2- I "I I I I 1 NO FINISMI W I I I E- n-- I I '/ � I I 1� I i : , S - � 11 I", - * *.c ALLOWED 11 , I , - -1 EP "� � 11 - - , 1I W96. �.- I I 11/i —Ij - I I z I U 11 � : �- 1�-7 , - . - - - . ---- I Ji�- . � a.xs- WOOD I I 1! � I , . _ - - -0- � -. - -�7 D 2%4- WOOD PIPE I 1. � I - - ECK RIEOUIRED REQUIRED ,-' - o - �--�'-:- WOOD ANCHORS � - � - : V� I t�m SC HEDULE ON ] , I ON � � I (SEE SCHEDULE - - - � Ve - - �A SHEET I ') 11� =.� - - - ...... ., - , I SHEET 11) - I - I �.. � - - I, : 1111 � -, , � - I - - - 2* MI— -- - 'I I � - - I � I CLUM AND ELQQR MOUNIING BUILD -OUT MOUNTING I AMNATNE 3W ALTERNAUVE 4W SCAUE 3/3. I" SCALE 3/8-1- 401171111411"', .. �/Q . . , , , x 4,�� EN ..."IfIX , se - �� ..-. hgm, Z .. ik I'll, TI T N 1; - .: No. 44167 t I = * : . - FLORIDA BUILDING CODE (Non High Velocity No lConit Zone) 1, INSTALLATION ARE ONLY VALID FOR UAX. A-S.D = : w ; - - : t TOP & SCIFTOM MOUNTING$ CAN ISE ,*= WOW TL,lVA - 24 WE GALVANIZED STEEL STORM PANEL DIMAN fff� DESIGN PRESSURE RATING (p..J) AND PANEL LENGTHS G'� STATEOF '.. . COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 il . Q7 f . — . � . INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'I-,' I -- ---- " iOR ... "" """7?""` � /I IfiLk C 0 INC - PAH, \ GLOBAL PROTECTION PRODUCTS, LLC. ----- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC I �' - - -- 4W IS-* III STREET � I DENSITY OF 0.55 OR EOUAL, N�M i PLILE TOSTRIC A, IUMAR'n"MA.10fl, ,,, -I- , ,V = % ,,I 20-175 ...... , "*= �-- I FAIR - a . R..Ixftl-,E,��IML ff-, I..)... tk-000,1111 - . — I I — I - DRNMNA . 'E, SON/siximcn,"WE "Us, 4�.� 1. I --iA, . I -- ----- =IL. It 1-10 I I I - = LIN, 'j, I -#--# (1) (D r- C/) —00 (3) -6-j -0 > = L_ L- -0 (1) CL C 0 (1) CL 0 L- \ C m -0 0- - 1% — -#--O (2) (1) 0') L) -,I-, U) -4— = =3 ICU - '— (1) -0 0 -0 -0 c 2 0 -= ,a) — u 0 - r-- _0 3: 1 = C - 0 L.L — CIO 0 m ,,- m CIO 0 > "N. cz — 40 " -Cl.=- (n a) -+.-p CL CU -0 — (n ZO 'b I" C(3 Cx 0 C- m .+-a tg-; , F— -0 . = U) < Ca. I', Cm Ca C.j m ---- V2 an CNIJ = CC -`R< ft CL CD A.- =1 C"'d u CZ1 �= . C"! cts e SIZ Lz. ! C:: r �ff 4 a -e m Cu I- C.11 w = m ca .W-- -.1 CL -0 s m J 4 . ) . z -u mi Cn L. (1) (1) C: cu 0 11111 L. " """"""`1 Lu 2 < z a -j 12- -6--i a) (3) = w m > 0 L- 0- CL < -6-0 0 =3 '�o 0 L- 0— (1) (1) m cn — - --- F I I - -- - - — - - - - -- - I I I ,I 3 ' I �- � L � I A �' E ijT----,-.----,-,----ff---i----jT--;-L,, � i � � 1 , � � III I I I I -T- - I i SHEET NO. SH 1.3 r___ ___ ____ I EN D CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. I CONQRETE BLOCK OR WOOD STRUCTURES: VALID FOR REQULAR, LIF I RM PANEL (I SYSTEM5 � �� , � - � - � - I I - I " .., I_ __ - -1. - ` . 1111� 11 "I ,_Jt,(�,o ,(jo OR =T.1m OR f 2' . 3' � .003' 3105 M-14 OP ". 2'xV WOOD FRAME , 8063-76 ALLOY CONT ALUM. - ',�� a ,,-.I-r,-, � (A) & 0 REXAUM ANOLE WITH ,/.*. . 1 3/.* - - t, , � , I 2 1/2 TAPCON 0 12* O.0 , r7 _ . -, " jt) _ M .�" , , I -, I - POURED CON - - � I— I I ,. ,,- I 2GIV�A= - tle. . I , , ., -1. 11� RE I I I ANCHOR IF 3e . 2 1/2, , ,, , 1 I I ,�,` QUARED =E0.`U,RCu1"0 " L___�z ,_ �" OR(D , M;":- - ��, , 21.4, woo FRAME -11, r ;;Pva ,,- - ---*', 11 I � RADQUIRED ", , � T, ," - /' "r " �� - _ L= �,.,-,','�,,,If�,.',',,',-�.-�.,:,,.,, .��,', 14. CAP � I ". - - -� -,,� � e� i ,� 9 . I � � " IX I \�Il �AW / I _� 11, I � 1� -.;,,� �, LLL141��, \_ - I __/. _T N---/ .1 ;Ixll� = I I I- Nil, , I - � 1ALTUAN41C LED LOCAtION ,\ 4 12, 2 . I . .055: 70t__ - �_ CC, � MARES / I .. " : z: . 5: � �fts COW. ,, I I - I ,� ,,�� r AUDI, mq,. I ACUM, ANGLE OR I I . ml, �t � - - .T - - - - - Mo, 3105-1,115. S14M POURED CONCRETE, ax.RETE If. A I- X 12V � __�,,�, I� I -l', 1 ; J_ ,lu,' A__1AL .w WWI PUITE - OLOCII OR 2".4- WOOD MME I I � 'I - __\ J, J__ J; I �rll I 'i REQUIRED 05-:tH OR I \, - i, I � I I , - 3w AS . V*4111.1 - i 2 112" - 2' - "/ Cw, - / I _1141 - I LIM& ___ - o M.. CAP I I 11-/ 11, ? ,',,I::- 4" . 4-,, .07 ' 0 12 CC. 3105-H OR 600 M AU,OT WJ.C�NIUT C-1- N- mw CASE 4, (PLAN) CASE D (PLAAN) SCALE !/4'-I' SCALE ,,/4'-I- SCALE 1/4--l- SCALE 114--1 - 1 77-. ---- - pf - - a Sou�sv to. cAu,' 1�', I I , I - ; z I OR OR ALM PANIGNATE _\ _(L4) ,(� Cq kj� 11 . _W�l 11V AT 11. AS Alto �-\ if mAA,-vl?= BOTTO "AAAELMATE E I ( 115X �1� gamm-4 I N I OR 2',e WOOD sma OF` OPIDING I 1 5CN� CIA SHEETS 9.'h - MOC PANEL ��,� . FRANE RGOURED AS APPL?-M?UE 10 & I') -, r.- wom mon: " �.� T & 0 � OVER3,A), BEYOND 1, ,,,,�,,,, S' I A - REQUIRED � g - -.1 - -", - OPENING WIDTH) �� _;�, CO PETE � 1 � - - , " , 1, - � .. . ... , � " .� � " -,- - ! �,% �� , � - I 11 � WOOD FRAME ,� �Lz__� " � I I -1," .4 - 1�� RECAURED " - 7-N- . u ""' �_ ,,-�, ��, '. I / I .. _jL!� �, --\ , � ��,,�,;'.,:-,_ !�� -- '-, .1 : " N, 4 ,,�,�,,�._ �, ,� �t,,.,,','��', � ��", .... 1 1- .,, , , VARIES �/ I , 'I- "I 11 i , 0_----(2 ,(t OR(A - ,,,-- /- / ,'J`AKww/NACHOr;AED,PoNT& !T i V' Mo. f -1-1 FIAT FLANCES PAPALLEL To (NoVUk Wt END PAKQ 1 i X - WO NSTAPICE --i-::�v� 1-m 1 -7 . I 1�1 I ; I -_� 'N 1�11 / , I : I 4 . - / - - - -1 - - - - - - - j �,_� _T 1 , /�_ "000"'t .... CASE G tPLAN) =__ I "I ok" A f1z".1 SCALE i/4'-I' " / - . q.- 's, �'\!�� ".. /,,Z ,,, \ / 11 �_._ ` - ` - * ..... At \__ — . fl. - `_.,� S, VALID FOR DIRECT MOUNT INSTALLATION ON & 4f_'*�, \,AACE , CERTIFIED PANEL INSTALLATION AT WALLS W1 *1 � SURFACE LEVEL VARIATIONS WTIUN 3/4- z : No-44167 a =*: . = ; z = * iliv= � . FLORIDA BUILDING CODE (No. High Velocity Nvu Toone Zone) :, - 1j.m m1m,_ 1`�. CASE E (PLAN) 1_v_,_,7P_ STATE Or ..,Q� Z' 24 GAGE GALVANIZED STEEL STORM PANEL '-f - au- W�� SCALE 1/4--l- SCALE Ile- A. �Iclx�:_ ,�Oqj& .--- 111; _rEC I" e��_ , _.� - - ,:,qz ,� \ - I'll .- v/27/m. "I -,,j- � 4 " I Ar§- —0, N, , \ GLOBAL PROTECTION PRODUCTS. LLC. mm. ? �_-t:-_, �7_ z�7:i-L ,,,Ili'm I �.,_ v � ll _Q . _._ No __ � &W, 5. STRED , __ e, _ �, ��,rw &,. - � / - - I. __�_ Qww, 2Ix`u .� Itc) .1-1 - I I.,) -1. FOONE, 05,I)ARRIT-75A6. F.' (-)MR-4707 20-175 F — ---I .. N" k - I .. — - ..E SWE4.11VIM&WU 0,. -X- i I _. 4��m . .187 I SHM a a To �, I I mm" - - r . - - I I MAXIMUM A.S.D. DE51GN PRESSURE RATINQ U.s.f.) AMU CORRE5PONDING MAXIMUM ANCHOR SPACINQ LAR MRM EANEL,d)INSTALLATIONS IN , -10 WOOD STRUCTURES (VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. "D. MAXIMUM ANCHORS SPACING FOR F D. - AS SHOWN ON SHEEFS 6 At 7 APPLI MAXIMUM DESIGN D ALTE rNATNM PANEL TAPCON LAG SCRIEW PANEuAATE PANEUMATE - wow BUSHING P RESSORE RATING ANY &,NAT" _;�' " (P-0.) FEMALE 0 PLUS OF THEM tit.) 13, 13" 13' 137 1.1, 1w (TOP) _,__T3-:_Ar _,_,___13:__,A3�__ 1�5` AAA (BOTTOM) 6 1/2- .---. IS 1/2, — 6 1/2- -.-- a 1/2- ____ 6 112, - 2w (w) � - - --- --- --- a ,iiT----,2-T1i�-, 6 3/4-- 7w tam- L 5,-o , _ � ___ - - ____ w __ __ ____ - , - " _ ____1-- - - �- I" __ 3w (w) LESS - ____ ____ __ - __ 3w (BOTTOM) - __ - -,--- ---K--- 13, _____!!L. 13' __ . 13, t - __ 13* . I�F [_-1, TW-F--)- .4o, -45 ____ __ 13- — 13- __ _.. 13* ___ 13, ." . OR ass IS. 1 Is. 13:— 13, a 1/2. 1w Crop) ----. 3 ____7__ . ____L A IL__ ---. ___ - ___ Lw Lw-"OW) ___L:__ 5 1"2. ___!�!___ ---i 6 1/2' — 6 1/2' __-Lo�_ 1/2- ______f__ 6 1/2' PAR (TOP) __ � —, - - __ - . .... . ___ 8 Ile -6 ____---�—w--vwT---7FI 12 1/2' -!�:O" ______._________ 4 1/2- - - e __.- __5 I/2-____ ___ ___ 8 1/2- - - 14 -e .- 1/2-1 ::__1:7______ MUFA ) it M __:!_ 112: ___1_L/?L__ . YK ...... ... _�,_____1:__ 2� 12- �:__ _ - I" ! (Top) IT. f! E __2_ _ ,,� _R_L _ _ "'. _____!_ __ � 13, ___ 1 13, _ _�L 8 If2- (90110m� I ___ I_�_ SEE TABLE #I FOR MAX XS.D. DESIGN LOAM & MAX. PANEL LENGTHS WEN SPACER A IS-] USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 I -1-1-11 .1 MAX. A.S.0, I I I _ I., MAXIMUM ANCHORS SPACING FOR F D� - AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM DESIGN 1. PANEL - TAPCON LAG SCREW I PANELNIATE PANELMATE __1 - WOOD BUSHING I PRES" RATING ALTERAMITUVE1 # � LENGTH .1 (p.a.l.) 7r__ FEMALE 10 PI'Us CONAISNAIM OF THEM ((A.) kTI -,- 33,---- AS, 13" 13, ITIA (Top) 13* Ir 6�___ ___ _13�_ __8F_ Tw_(91�6MY v "I. /� 6 112, 6 1/2, 6 ,12-. 6 1/2- w ___ - _ - __ - - ___ _ ____ __ 6 t /4- __ ______ 12 1/v � ----- - - 5 I/e ___ , 2W (BOTT ') �_ V-O 8 . ---- __ --- - -_ �� I E* LESS 7' 7 1/2- t� __ _ 7 1/2' _ .. -,.--- 81 ____ - - ___ - B. - ____ - S7 - -- --: ------ jwi�o-T __ - li�_ - __ __ I 3* __ - ____; V_ __ ___ _1Y ___ - -_ __ -1-3,- ___ - —_ AW (_T,O_P� >+45, -45 __ I r - 13, - 13" -_ ,3. --- 13, Of (DOT1i6_-)1 _____ -) TO +75. -75 13" A ". 13' -1 13, -1 to* TAY, (TOP) . - 13, ___ 13- -,- __�_3� -- . --IT - _--------4C�-,j�F-- __ Iv, (SET . Tom) - 6 I 2 6 I/2* ---a f/2- 6 �-/i�------;;--�/-r - ii -(Top�- - ___ - - - - - _ - __ _____ AS 1 4 _771 ----.---- 12 1/2* � - ___ 6 Ile __ 2w (SOTI11) .. >5 -0- TO ---,! 1/2- -j�--- 5;--.-- ---I---'l jF'_ --I-- 7 1/2' 1----'----- - ---'-- ;Aw (TOP) 7,-S, 1��L - 3W (MOTION) ----;- ;,Z--- _12, - - - __IA:____��L_ lz� _ ---'- 5 1/2' 4W (109) — ________ AS, __-12'--.- ly _--li, 13' -"----,-----T&�---147i-.---C�M-), - 13- j SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PMEJL L04MS WHEN SPACER 0 IS I * USED, CORR65PMDING ONLY TO ALTERNATE 2W ON SHEEI 6 - __ - I TABLE #11 6 A.S.D. DEM LOAD MAXVA PANEL LENGTH -.-- 40 PSF OR LESS 6,-8" > 40 PSF TO 50 PISF " -2, > 50 PSF TO 60 PSF ,1-10. A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE UMALE Q OR PANEL MATE PLUS ANCHORS & W/ (9 SfPmHt�A,Q. 1/1' 01C, MAXIMUM &S.P. DESI - - �� AMNQ (12.1.0 AND CORRE KING MAXIMUM ANQH I EQ8 REQU 4 PANEL INSIALLATIONS INIQ WHOM it CONCREIE (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECT14DNS I THRU 6. ON SHEETS 4 & 5) NAX, A.S,D. DESIGN PRESSURE RATING (P-0 MAXIMW ANCHORS SPACING FOR MIN r-D PER SCHEDULE BELOW ; APPLICABLE To Oats 6: Ln, Mk*LW PANEL LE!"GAN L ( fQ Alm A-5D. DESIGN PRESSURE RATING (P.J.) MAX11" ANCHORS SPACING FOR MIN ILD, PER SCHEDULE BELOW * — APPLICABLE AD SECTIONS # , a ANY CoAdwiA.ON OF IT" MAXIMUM PANEL UDNG`H Ir (At) rApmN I wuo-sEr PANELMATE FEMALE AD I FANEINATE PIL 113 ZAMAC-MMUN C^X-IN ASIPCON SOLD -SET " : FEMALE to PANELMATIE PLUS ZAMAC-NAJUN CALK-thl oRDE CDNR` C_-,-JC —To - - 16 I A-- TV . 10 =w..E,E R, � . � - w commwm � amL TO comBm7m OF THEM TO TO 'aNam 10 . - TO WOO" - To 11""'S 10 040ACRETE - To COMOVE - - to QDNCFtM -AM m ;�� 10 I ME IV I, 3� 13* �__L�' 13, 13* Y I Ir '3* 3: ___ 1 1'10') ____ 61-6" OR LESS — A, 13' 1 13' 3 . I'-- Ir tr I ir Tr 13" 13, 13* 11' III 1/2' I (top) SI-Er OR LESS ___ _ ,1� ,3. — _-L I 3' _jY_j __ 13, 1 y __ ur 3' — _L_ I - _,_:__ - ,� � o;-----.------=-----.--- I I - _ 3L - 3: _ L _ 13, - __ 1 1 __ 42 1/2'12 . �i .-- D_ 13, - -737- ___ AS' - - 14� - _ 1/2* " - -- :_� _ 13, -1s.- _,_ AS, . ,3;- 6 1/4' -`--7 e: _ 13' _i_3;�_ _ 13- _iT_ � 1/4' V_ 71- ,__L_ _jL_4_!Z_ IY —113- - 13, 1 13, - 1 Ir �� 12 1/�'��,,12 1/2 - - F_ - __11:__ _ _ _�_ _13L_ 3 __L_I_ __!Z�_ ___!!_ IS' 73' _ L3. 3 .!_�_ - - e 'F_8-__,_57F,T/i� r - _L _ 13' _ � 3 __L.�__ I.r -..--.- ". — 5 Ile .--- 8. __IL_ __14�_ _!a!_ - Lr_ 13, ____ 6 1/4" . - - _Sal PCIAL) -T!) - - (Bmum) Afm F) (i-ai�) -6--) - __ (BOTTOM) ,_!,_- 13" - , , 13, ff,,-__7 --i-E.- I . AS - __ - 71r__t__7r_ -AT - - - 43' Ar 13- 1.3- fit A /21 * 0071`014) ,_IS_ 1 jr* A . _ , -13, '. I. _ I . A , . -13, A . �� __ -_ 13 . -1.3, _ ", ". 13' . -!I:- 2�i_ i3* i�i_ _____--t __73 I S, `!1 13 I r 3' T1 15" '. 13. - .3 I Y 13* __ 13 _,__I�:__ 13" W 13, 13" 3L _L 13, 13* LI 1,1: - V 1 1 t/2' __ 2 CTOP) 2 (BOTTOM) 3 (top) 1 7:E,__1_ W 1. --!i:_ - - ___.__.__ 5 1/2- ---- _ _ 12 t/2* D- ___ 1. -- � 1/2- __ 8* ___ ,. __2 - 6 i/4- __ a- ______ 8, .-L.-I 6 1/4- — 6 1/2- ___ - _ 12 1/2-12 __ It' _ ,� , 1/2- __ 7 1/2 , ____ - - 11 __ - _F_ '. I-- - ___�___ - __ - .B�_ - _ - 6 Ile — _!�,__ a . _ - 6 I/e — _,��_ - ___ 3 (Bortow — Le �) - 4 ADOnGRAT __ +45� -45 OR LESS _ ____A!�__ 13, AS. - -1 - __ - __i3:� � _ni___i�i___.:!A�� _ 71, ly -1-- , - - � 11 __ 13, - � -- ----- __ 1�:__ 6 1/4' .- 13* ____ _1Sf_ F, 1/4" - ,3* ____ 13' - _;�t_ -.-:r 6 Ile __ 13* ____ 1 IS' __� I 6 1/4' _,`�--1------Fi�--- -,---,, ,3. ii;_ ,� __ - ,-- - _2�r� 13, - ---,-T-, I - -,,---------,------ - __ - �i_ __". __ i; --- Ir 1 - _ - _ AS, A . 3* _ --- - -, 13" - i ,A�Ti tal I - 31 -1 - __ 13' _TAli -- --- --- - (lop) -_ � (w . MO I - ______ (TOP) __ `(_a0_7T,.q +4 ,Q_ o . .65, -65 - 13' _7r - - 13" - 1. 1-I--, J_ -13 . �:I�;_A__�, 13, __1. .1 T,-..�� I 1� . , -�_- :, -!��- ". ___ , 11C Y____:!�.'__ ---�:- 13, ----I--"-- 6 1/4' Af-H 6 l/elb L_!�,___ 13, —�, t_ - - Ile "-I--- I r --Li;--- -,- - - _14. 1 13" --,i�-- _,_ , - AS . 13* --iF - ___.____ - IS, - 1 Q* - ir I - 13' __ � AS' --i� - - 6 I'JII�Ti It 4/2' ____ 11 1/2" �1 i72-- -_ 1/4' 5 (TOP) ___ 5 (BOTTOM) i _w) - 6 (0077 .... I 13" '. __2�: r - 13- , -2:--- ty 1 7' 2L�, ____1 - 1 - _j7__ _r I __8___r _- I ________L� 1 13' ; 7" 13' , I I __!zI: I 3, __ 3: __ 12 1/2-12 - AS-- - - 6. . 10 1/2 - ". 10 /2- _t__ i3' Is * 1/2- - F _� lj2 - . - Ir IS. 13- L3- _+9 . _ _ 5 I/e_[! -7 - 31 7' - - 2 1/2 1 r / __!_ . --- vi _j/ __f* 13 1/2� __ - __,._,____i If 112" ' '� !A�_[_ - ,r!�_ , , 4�1 I AS, I 7- I Y I 6 1/2 - u I i 1/2 12 I/Vi 6 1/4' 9- 1 L _4L_ - � W_ ____�____._1-T_. 3;Y - � - - ,/2 $ 1/2 _LL_ —_ 1. .1. 7 1/2 - __ 7 1/2 5 112 -_ " 10 1/2 7 1/2 10 1/2 � 7 1/2 - 1 - _' 1 1/2'1 3' 1 3__,72� `f- - , !- , 1/2' I3- ---..-- ,3, -- ir 13- -1 3�_ 5 Ile --I /2' 6 - 7 __ 13, __ 4 1/2' 91 1i_7/7i_FoF)— 6 1/2- _w -6. 1 6 1/4' - y --, '��_ - (TOP) __ I (BOTTOM) 2 (BOTTOM) - __ Y ci��) ;j 3 (BOTTOM 4 '(TOP) ____ � �95 - .5,-G, To 14'-4- S�___�I_ !��__11�_ - !a i/2' 11� - - - I?2- 1 - 5 1/2 I (rev) >W-r To 1"" , __L IS' � 7 112* _ Ir AS* is' ! AD* _7- le A . it" ;--I!-- 73* 6 IA- A (BOTTOM) If , - A 1= 13* 6, -_ -5-i-F /,r 1 1/2' 13, - 13'-.- 13' 13* - - -IF 13* - ___ �:Y�j�l 13' .- _ 1 10- ul - ly - iF 10' 10, 9 1/2' ,--.,— it' It, 6 1/2* --s' - - 1. 13* 13' - AS" $ Ile — a I/v 6 1/2 - 2 (TOp) — i _(BOTTIMI 3 M-1 - - 7 11F ----,- __w!!i_ - - - 3--_ - 2 1/2'12 - - -W __ 8. -�� 1/2' _F_ — - - -- 6 Ile __ - F - -, 1. C & 1/4' __ 4- - �2 I/2'I2 — S' ___ 8' - IP2 - 4� __ - __ _Z - i/21 ____ ! 1/2', - - 3 1/2' __ - -_ 8 Ile - i �1/2� f 7 1/2- — 6 I^- 4:_� - _ 3 tBOTTORT __ i I!TQPj 4 "O""` (_ 4) 13- i--:- "'t 13* ". w I w � to' ,I' � 1 . " A-,/! 5 -) 3- , - 1113- 2- 9 1/2' I AS 19 - t__ _'/�., , �� 'I - � _I�Ll . - 1 - -7 T772 1 __ E__ 7 M) _, :T::l _ — 13* ___ _1____r_-,_j__!A:__ . ,, - - B 1/v '-.". 5 lawTom) !_ (--) I _iL_ -I'. � 2*19 1/2'[6 1/2'1 - -i � /1- A 5 CIOFI) � �71",S- IS. � . _ , _ 5 _ _ [ . 7 E / lo _ 13- a 1/4 -18 1 7* 1 e , i�-__'__;�__ - 7 1/2`5 I/" �_ 1 - I - 6 A 4 I /2, ____ 6 I/e _ ! v 6:( :----:I— _iL_ - - Im __ 6 Ile 6 Ile 8 Ile - - _ I - __T_ T IS Ile " ,/4. fi , te _ IS ._, s wr -) SEE SHEET 11 FDA ANCHORS TYPT & SPACING FOR INWALLATIONS WTO WOW FRAME DUALDIP" - WRIMUM, ANSHOR SPAOM Mo URANIUM EDGE DISTANCE ME tMIPCITEC DAN TMS scmuDULE FOR ED LESS AIM INOICITED ON1 SCAICOULE RECIALICE IAMCHDR SPACINa BY "Vtylto SPVC04 SHOW M SCHEDULE By All FOLLOWINO FACTORS ;OR '.At$ OPEUTION TO K POSSW. ftOWMI) SPArNo tWAR0 USING FACTOR D� NOT RE LM THAN IMNIQUM SPAMIC INTACkTICA, MR WM ANCHOR TYPE 09 TAS SCHEDULE 1/4'. - I/e. T/e. Ile. A W I/e, ANCHOR TYPE __ I , I ,�Ioi. _i�. FEMAJE to 7� - - �- z`M`CNkA`N --- _ CNA-AW — MINIMUM ANAPOR SPACING (H.) 3 3 . 3 z 7- 2 ,/2 . wmmwv)m xwfmwr (A,) A I ,/2- -_ r , S 'Ir 3 IRSTAl"mo) lomollm AAoaA w S � 'li�. - /2. ___ 1 I12 _____ � 'Ir - 4 - ACTUML EDGE �� (M) FACTOR __ - I- lir - __ 0- - - - I I- - - - __ - . /Y ! � MAI, - Alto - i - oNI __ - ----- 11 - - , _ - mo ! FAA - D.3 - _ __ .__n____ - __ . I - - -d --- I oa - SPACINGS ONLY VAJ_ID WHEN SPACER S SEE I FOR MAX, A.S.D. LE:NGftMER r - DEVON LOADS & MAX. PANEL AS LD. - 11 I I : ; -3, QlAx. D.m_(�), 17 , - — 1______________l I I- ____ 11 -1-1 _______1____1_1___._1__.__ -.1.11- ____ 1-r-] os-0t, - _�7_7_T_ t. ! v 0 0 0 0 . 0 1 � - I I— - ___,___ 11 ---- T ------------- ___r__ --- ---------- r--,--,. -1.1 ------- -1 -1 , . I 1 i I I � i � �,� ; 1 I I i I I ; � I I � I � : i � , I ; 1 1 � � i � � �� ; 1 �� I 1 1 I �j I 1 1 i�, ! i i i I . I I I I I i J I ! I � � � 1 1 i ! i i � , � I 1 1 1 � 1 � I A I 1 1 1 1 : I 1i . � I- I I . . _11 is" ii A ALS.D. DIES" LOAD MAXIMUM PR4EL LENGTH I - 40 PSF OR LESS 6.-B. > 40 PSF TO 50 PSF 6'-2* > 50 PSF TO 60 PST . V-10" - & Mo. PANEL LENGTHS ARE QN§Y VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C. - I - � I- ___ --.-- - ANCHORS (SEE SECTIONS & ALTMNATTVES ON SHEETS 13, I*, 15 &16)--- --- -- ------------------ -_ R-IA/13, R-2A/13, R-3A/14, R-IB/13� R-20/13, R-38/14. 3* wx- � " MU, ; r*R-IAW/15, R-2AW/15, R-3AW/16, F* R-18W/M R-28W/15. R-38W/16. _- I - _____ I ------ 1. - -__.__I__ I- --------,--,I I � I � � � ! � L/2 I � I . 11 I � ! � I � -2w, S.s, Som WO � � . I � i I � I 1 /_Yell --\: I � v I I (USE FOR PANEL LENGTH , , � . I I mu� � I I I , OVER 7'-S') � \ � � (_J') L I I PANEL LENGTH , I : (D / i \ , I I . � REGULAR STORM PANEL i I , REGULAR S�O'RM PA14EL I � 8,-r a +40.0. -40-0 P's.f. � A I I I ,�_ : I ; � � (W1 CNERILAP MAU PANEL LENGTH SOLT) : � J 4-1 --- -- ---- �� ---- � . ------, -_ __ � - - - - 2 ----------- I --------------- - I I , � . , � . � LIFE SAFETY SIOFW PANEL � . 7'-8* 0 +60.0� -54.0 P-f . I 1 L . i - wo PAVEL LENarm Dom I . � I ! - . . I - . 5 - . - : � I � . I . I (W/O WEARIA /� -, � . .- - . , - � . I . 11 I I f � I � I :_ I - - - , � [ t(�_! I : - I � I A , USE 2'--B* MIN. PANEL LENGTH - - I 1: ! . , 1 , . 1/4's-2a.1, , � � -0,�- - - , - - . - - - - . -1 - I I I - - - - I [ _1 r_ AT ALL NIGUNTANCS . s's � � I , 1..5�, 1 . I : � AT SCI-i!P i - � � �,.�_ i I I � - I , � ... i I I[ �_ ...- , - .. - I _� I _ ___________ ____ - - i - � I - - I , - _ -] ------ - - - - ---; I I I � - 11 I o I I � I , � Ar I . I � :-- - - - � � - - ----- , - - ---- - -- - - - .11, 1. . I _ ----I- L./? I � I � '�-- -- - -, 7 - , - - ____ , I I iI e� �, I : � I I � � I � �_ � �� - - , - . , _11 . . � . , �- -1- 7. � I : I 1 -6, 1 � d- + -1 - i I I , , � I 1, . -I - 1. � - _L111_1 I � _ � - " - ��;. , - --i", - -] _1 - �- , ,, _.. - ... ... . , , � - _ ______1 ------- _�_ � i__.- I J - � � - .. .-----." � 11 �11 . . . . . . � _____.1. - . - 1 I I - -1- .. 11 I -] - I � ,I I I , I - , " - �' 1� I - _:_ __ - �__. ,-- _1______,_�"�,______i _-:_-__-,,,,____- _-__--, _� -, -_", ------., ------, � _ __ ,� � . ____�___ 1. � ------- � ------ � -STiII6 --- � + � I I !� � � - - - - g Nati-Es- W , I I 14 - WE SAFETY - ", I _.� , �11 I ( �� ," PA , BOTTOM CORNERS I �,i _ - 0 : , J��; . � 11 7 9 __ �'L - I ,, I - D.M.,(�)�_ _ - ____Ij * L * ;�� - A - - - , -OVERLAp- I _0vEREAp_ I I . I I . � . I -_ or (�) . �WANG RUT m__� � "'No NUT AT . .- 3 .. mul; LEF1 PANEL EXTERIOR - RIGHT PANEL 3- AAZI t INSIALLA7IONS ONLY VAUD FOR M14D I I' MIN, R-IA/1!, R-2A/13. R-3A/14, R-18/143, R-2B/13, R-38/14, A. ", SPEED UP TO 170 m P.h. -113W/15, R-28W/15, R-3BW/16. R-IAMV/15� R-2'AW/IS, R-3AW/16, �R� I I i--- - - - I - I- - -----ANCkORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) , , --- ___ -1 I I . - Ile MAX CAP __ � LIFE SAFET-Y STORM PANEL �j ELEVA.TION (t) - - � , � I , _01 REGULAR 2-GV' SCALE 1/4'-I' Cl ) REGULAR . I I'll � I EL (MIAN, OITL�,!! VALI-11) PANEL � � STORM PAN -!Tx STORM PAANEL , �11,u , I I -- - 4 �w ... k0A#f4#HN`f, I __ . ____ - -------------- _ ------------- -- - z_!�k,,��, z� ----------- ------ ------- ___,4""_ __ - I 11 � - 1� � __ 1�____ - ------------ - , �7 � `"! ' �� _ - I w - C . ... , I 7'�Pi I , ' At'% I ., ' - 1 ,�,%��'s a �= �� \ __ I " � CIERLAP,V '�"-` ! - , � ,� ___, --I/-- " , 4 I " _N ? . - �_��_ I / - - ; �� I _', _�_ 4� � rl 11--r\ , . -1 ,,,,;�,, ,� w _ ��\ - , . �� __ ---- � ,. , _z __�_ :- �n_ - - _ � - �� - - . - �_.P_\_,_ I � I _(D m ,F, jwth '; z I .1 z ; � = .. I : LIFE SAITTY PANEL ='v � PrA -_ �*E FLORIDA BUILDING CODE (Man High Velocity Nu icarm Zane)j MUM SCALE 1/4--l- - %.At '. k� ...�!I .. . , .", i � 1, 1 . - i - YLTEM PC, _____ 24 GAGE GALVANIZED STEEL STORM PAWL CF. Daw. W! /T1LrEC0,AxtC\ T,LUT =No'k 04*WctRm CONIPANY — , .m.. . C"e, ___ !r4m., GLOBAL PROTECTION PRODUCM U.C. Qw S,1, 5, SITIEFT !M$C. FAIL ml iO4),,", NOW, (s%A)dw-7w. m� - .7/27/2m 0.7c 20- I 75 - t.-=14 1`1 nma, AM I . PAWING N,I. m.1 - - 1 ,z SAD./eotAALlRE/t.YF I I 1 I - 111. FU9 I A A A I I - - . - I. � MAMMUM-A.ULAIMN FRESSURE MMIP&A,l) ANQ CORRESEQNDIN9 MAXIM __ . j Wtbf=E EQR REGULAR MRM PAN , i �JAUAUONS INTO Q2NCRETE & QQ Q& (VAIJD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAK_ A S.D ' - — MAJONIUM ANCHORS SPACINS 'DR ANN E.D. PER! SCH�EDULEgaM - = - Mgm, MAX A.S,D. MAXIMIUM ANCHIM SPACING FOR MIN EO. PER SCHEDULE BELOW * - APP AS = wximvm DESIGN PRESSURE I. DESIGN PRESSURE I " LY PANEL LENGTH -L' I 1APCON SOUD-SET PAREJAWTIE FEMA11 10 PANEILMAFE " PLUS I ZAMW-KVLIN . CALX-4N TAPOON - SOLID-SEr PARELMIXTE FEMALE AD I PANaMNAE PLUS ,AAV,_tj,,, I C,I RATING RATING (p�._f I, 01.) To TO I Y, - To I �T_. _F 10 To COW TO rm TO w 11-6- (P-J) � mov, .c,Am r W&M CONDIVIE - __ = = — � _ =3k DARACRIETE -AM SUIC, A,,PoeT, - OFTHEM - --Iz'- - --L3-* l'o. iiL�_ r . ,3* -AS-, 12- -12' -W- �FIW ----I-- T_ MP) _,_Cs�) - A 3' I �- - 13* 10 l/V - ___ 13' ___ 6 1/2' - 13- __ ": 16 1/2' -SF- 7 A/2- 5 1/2- ,5- 4 1/2' ' _-F- 1 (10P) -!zlIS. I " A, ,+L,331- 4# 13' I r./ IS' _w _(Too 13" 6 1/2' 13* 13' 1 iw_ g. tF::_ lo- 7 1/2- 13- 1 I (BOTTOM) -_ 13- 1 S* i:__ - - 13, �10 I/,.' ��A_ =1_1L - 13" - -_ - - _ --- I- _ 6 1/2' 1:r 7 1/2' 5 1/2' I ET !-IT IS* I- 1/2' - - ir Ti iiiz 2 Flop) i -.) -(- _2L_ __ 13' I Sy" if' I S - [_ 'I. : r--_ 11_11 --- �_ .. �� - IF A5-_ ""A-37 _' -Tr- _Ay__1_ T -_ , I 13, --:�: IS, I,- IS' 13' 12, 13, 101 � 407"C") - lq� �� -A-, � _,KT3,�,�_ - _ . Ir 13* � .. 13, I - __ Ir _TF_ _�� -1 r__ � to-, __ - a (w) . __,�' T3;1-1-7' AS' I'll, - IY __.- 9 1/2' _____ 13* __L 9 112' AD 1/2' 7 1/2' , 13' I Ar - - S (rep) -,.,-.- =--- - ' - - - - AT. - i�2 V ii 71t� ,7 - _�� _ . I ___�-r_ _7/-4. i �q _- i ��lr 5 le �i - __ A. '. 12 A � . a, - ii7yi� -I---- 6 2 __ -__ 7- __ - -, - ---- '. i_Tii� -i _�7e ----" -� 1/7. TFW �Owl - � trop) 5 _". OR LESS � - ----- f � 7' 3' , ___,____,____________ A! _A/K _'"�� r 51 1/21 IL�/� 71 ±-L,lt! j 1/2' 2-1/-v a, ! _jC4L � e _ - - - - 4 ilr 1. - __ i 1/4- 1 i IP4 - ",:�; AS - . 7 --'-'--,, - T�R6 I 2 IFF P ,�� __ i (BOTTOM) 4 4 ( '. _'. OR. LLIc` _F_ 4 - -t - 5 __ a -1 --- �: ------- I---- .Ly _!: I �r_ -I--,-- _ ____ ___. _____, ___ ___ - e � ....... ,. - - ____ - __ 'i_Tii� - , - - ___ - W - I,.,..-. 11-11. A S, I , � ___.________j_1��__1 w 7i�-` - 3- W_ - ____ - 13, AS- _;FT__..__imk1_A1 '. IS- '. Ir - --- 5, 13. --- -, - __ _ 1i _rB, - --- ,�F_ -ii� _____i0_�__ ��Tmo% 5 IT" - 1_!�_____ __i__1�2�L_:__ 'r 6-liz. - - ____ - -� - i3' � 137 ,�-- __1- , *�--t - - ` 1* i,9.11/_7_'_____. I, I ` -- , � - - _:___7 W, . , ia-,,iit t, _�� F,11: 1 3- i — ("'Tom) ____- ��!TA_ 13" ". � --A -_ Ir -, -L- - , 3. __ _____._, r _. - 13, ..--"--, 12, ___ . Ir __ ____ iTi_ i v6iT6w ___1 1i; -51'.--14'�4,—_'�':Ei__�_ __ - - i, L";�, 1tD"1i_i_. iki__E_ � J__r�__ � - ) US077mm- - !-EL"Er - - -!A:- 6 1/411 At 1/4. 13, TS" i Ile . I I I . - ;i�� ... I f 6 )�j, ir - 13* - . I . 3. .- - __ 12 � __ - i - 14w_i__'9'_ � Ile 6 1/4' �2?n_j 6 Ulon��-) . 1 76. -75 IS I ___ __ I - - - L1_ . 11 A /" 4- I, A, I'- �6 1. 1 A __� I' 6 I 6 1/y* __ - ,� Aile� , IS' A j 1/0 6 1/2' 8 Ile 7 1/2' 5 1�2' - - __I;�_j 4 _-AT 6 1/4-1 A Ile . !_!!`!!�) - 6 IaOTT.-). >.55. -55 To __TT_ - - __ i 7�lj27 - 11 i , 'r, -W 3* 13 - 4�� - - i Ir _11cr �Alrs �l tr__ At. __1�3 - --io;_ -, to 1/2 , , it Ilr __�__ 2, � ,,, _`L__L__ A3" 1 r , , _____ __ - I (DoTIOM) '. IS- ,to I, 13� 6 1/2" 7 1/2' 5 1/2' !Y 14 1/2' I ITOP) +757-7o , .119-119115 -13, - i__ T�F TJT ____T_ Ir US, 1�_ - —, — to* 7 1/2* --l-r- -Ii;- T_(06T_Tofk� __+� - _ IL, It 1 1/2' 15- , 'j, _7+ , ___�,__�_._ 13- 1 13- 1=1 .T,- _. 17 I. 112 :t!L ITAA! '; - 1,3' ,0' 110 1/2'11 IV 1/2' ___ _L_ a- ft 1/2' _j;�4 _ u- I F 2 (TOP) 2 (BOTTOM) -1 3* 51 AS. I. __ - I -1:- - 71-11-1 Ir I 13, - _1__!�_ Ir 13- 6 1/2* it 1/2- -.1i 13' 13- _2LL_ 5 1/2* - 9 �/2' - 7 1/2- 5 1/2- - - FO 1773 112- __ Ir =41/27 7'J-j67/F i (TOP) - _iC Tfi�T M) __ _ 13- -4- - 7_2122� - - - 7 1/2- yijr - 1 Ir _21 -3, __ I__L3 - . _ 12 1/2- I 12 112 ar-j- v- - _LL AS' �la I Z - 5 Ile j AS 1/4' 7 I 2*1 e - - F2 IlNi :::�� - - J - 174F it A 2� - .. . -, - _;z__ :i _ _11:_ 1 i__ 2 '7� ____ I - r _L,�-_! a ,/ I � � 1.1 I I /,,. - - r I 3- - 3 I— - , DO i I (TOP) - - _Lj�_ ----,' __ - I - - __ r I 3- - - ___ __L_!7__11 -1Y L2 1/2',"T2 Ijr a � 5 1/2 _A3, _6 1/4' ____T 3; 1 1/2- __ 6 1/4' - 3 /2 .. 13* -.-- 12 1/2' - a- ___ - 9 1/2' ___ 15 1/4' _' 4. __.._______ - - - 10 112' 7 1/2- - - - - ____ -_ 4/2- 3- - IY __ 6 1/4 -to Ile -_ I 6 i� �12 1/2- m2�)_ 3 (BOTFOM) _�� i ) �5!_ . Too a,--O' �,_.. TO r-'* - _... - -i- 11-r _�_177w - - - � . 8* , - __�:_ _T,�_� is' - z -4-- - __!:_J - 13, I'D 1/2' __ _-A!L_ 13, __�: - - loi/d-'l __� , �-,/+, __ , - -.-I- ___ S' A - 4--ir ?: _ 4 ADO-1101,A) - 5 mp) i�_ __... -.7- I - 5 112 a t/2- t - Q 1 ,a- -_ 6' ,2r --- - 1. ____ -_ r 13' - - ,� - 5 '12- - 10' 7 1/2' , � - . 41" 1 W 4 (amwcm�) 15 (TOP) I - , __ZIE =I-- 3� 1/2' ,_L__�j 1 ," - IOL/21!1 . /2�1 _ j_ - ___�,_J__� 3-_1 7- 15 (BOTTOM) =31_ iY I 13- 1 IY _! 1/2- * __j_��_ 9 I/?, � - _il�/ 11, / i!;UF_ 7 "___�_ `�,L i (--' I 7 �/_, - _21- 1 _Lr_ ,� 0 , _ _7�6 Ift` 13 1. 11� 11 '/' e_ r I v 16 Crop) I _��jj__��j__ 3' __ I _L 1 3: L _ /2 ±_!__ - - 42 L_ "` t6i)�-,j I - I - . L! �le' Ile �111/4" 1 Ile - 114-18 - A _ SOFT. L_ - 6 1/4-16 A/C 6 I 4 E 1/4. - - I - ! - 16 1/4-6 Ile 18 (Son ") 1 __j I - SEE SHEET 11 FOR ANVItORS nPE At SP0C;,1G FOR 4WAU,MONIA� INIO "DO F%Wt BUILOMS. 0 MINIMUM AlICKA SAAMUSS AM MANANUM ASIM UWANCE ARE INDICATED ON THE SCAAMIE FOlf FIl, ass THAN INDICATED ON SCHEDUIX REDUM 11009 VACAQ JAY MULTIPLYING SPACM SHO" ON "MODULE BY THE FOLLMM FACTOKS, MR THAI OKM74N TO BE POSSNALE� REDUCED SPPLINS OBTAINED USING FACTOR SHALL Or BE LESS THIN UWDAN SPAOMS INDICATED FOR EACA AWWR AYIE ON TWIS ScHmum t,,41. T�ea ,/.*. /el!'_ I/e. ANCHOR TYPE - Wo. __ I amust-,on f jt�ff _!2 _,_M,PL�.. -.1L4,0- zwc�,A,AAN __ o,ut- - ummm ANCHOR SPACING 01) 5 1 3 1 3 1 3 2 ,Ir � ,/2 NoveheumvwE - - 1-1 - ,, ,,� I � - __ I 11r 3 _ bm"a".1 3 'f,, 3,/2. . AMA EDGE DISR44CE (ED.) FACTOR ' Vr - D,15 --- - - - - - -1 - I __ - 1../21 - - - - __ __ 44III - V-, [_,--�- 01. . .- r , -3 _T,Itw_ _j , /V---- ---- I _J. -- I - - __ 7 ) ___� SPACINGS ONLY VAUD WHEN 5 IS USESD � FOR MAX. A.&D. I Z Lr= r1S. U#SIED. r DEVON LOADS & MAX, PANEL IS WHEN :11,01 , � r1?r-"-1%.�C'ENse%r:? i;z -, _` .1 * . INIT. 44167 - * .. . * :AY . --,% I STATE OF`z�w;� TABLE it A AL$Lo. DESIGN LOAD MAYJMUM PANEL L04M 40 PSF OR LESS 11-1. > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF I W-101 - A MAX, PANEL LENGTHS ARE ON�Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W1 Q5 SPACER AT 12 1/2- O�C. FLORIDA BUILDING CODE (Non High Velocity Hu,rlcono Zone 02021, Tf_1XXA. � 24 GAGE GALVANIZED STEEL STORM PANEL . DAMAN W. PROTECTION PRODUCTS, LLC. 07 /2712020 / 11L1EC0#NAc"\GLOBAL ,� MANIC ALW, DI SUNDAY DAYAL FL USIA DITE, liiO 11 ENONINUMNO COUPANI - - "�_,_:!__:___1=`P1_A""`"` . 210-175 � jcmr10`Ar14 Hk L"-HAP;,-w17 CA-0000719 - " - - - � I __ ! SAIN? 10 OF fla W'hm,�,!_Iq t".n-L IN—SLALLAIION— QQEIAILS FOR LIFE $AFEDLIA6EL1,11 INTO P0QRED,QQN9RETE OR CONCRETE BLOCK 5TRQCTURES 1/4-0 TAI]OT-_ � - - K gZ,WWRED 1/4-0 TAPCON , POURED __ - ,PASTING 1/4-0 TAPCON ..... XJSW POURED . I ,E, , 1/4-0 TAPC RED T - - __ _Eg�� ANCHOR 9 9 O.0 1�' �14 ,; , OR co", RIETE OCK REOUIRED, DI, ANCHOR a 9" CO. � i CONCRETE OR , CONCRETE BLOCK " 4 - , ED REQUIR �'.j I/ - , , ANCHOR 0 9' OC, � � CONCRETE OR .xnl CONCRETE SLOCX � , ,U�A� REOURED �; ANCHOR 0 9 04, � OR �11 ,' CONCRETE BLOCK ,�. , , _ �,,t REQUIRED. , ,� , , , , , , , , , ,"o , ,�l � , M" J-11--j �C2) � � :,"! � - �� , �, , - ,,�p `111,41-1 ---"I ", C�� I � � I .. I I I � �' '11".. ; 4) _ , "" , _", _ _ �_ _f _A �_� - C4 "� " I w I ; _1 I - � __ - A-411 - 1111-1- I - - - : ", _ � _ ___ � , - f : E'o�* I I : i A ,/e f li� m - ____ 11 � - I - I 721 I =tf�` 4AX, ____ I— f 11--,-, - , , -- - I ! 1 I I ; I i . ; I : A � i �k : -10 i _vm-1 : � (Di I I I RSEPARA`AON--- A I - _,Alm�Z".,o , EX Sj TO CLASS� I A I CLO At - A - - A I I _;,�/S-,= A io I i W-19M., 0 - I , - , T 11 - 0 , ,�� A f I 9 j;11 i I -_ - A. I � v M." 1, I 1 1' VAX - A PANEL LENM ,I , . - I ; I 1 0- PANEL I.Ewcr,� �.17. i (SEE ELEVATION T�i It 11 i , , (SE ELEVAII ON SHEET 12) i I 11 - � I GNESHEFT ,20,N I I 4 I It I I", . .1 _._� I - 4 ; � I � ; i r1_1 ,11 r., , - ___ I __ ,� I I I y I � L/2 , � ,"': A �,�,,-,�,,,,,,,,�,-",t?��,,,'.,� .� A '. , ,, �� I � ... - A �,`L� : � I : � A __0 , I 1 : ',',�,k,;,z,�0,2, I � I 1�g"�,� A ., -<D i I I I E.De ,�, %�`,"f� i � � . A 11 I -I fo ,�,��,-�,', A ,l __4 � � : . It *,& I w , A 6 12 IJ7 at , __ _f;i) ,41 TAA,CON, - ANCHOR 0 S' O,C� EXISTING P"ED CONCRETE OR I , ItONCRIETIE BLOCK REWFAED� SECTION R-JA 0 REGU PANELS WALL MOUNTINGS sdha vauwll I, I , !� I I ----I.- - - --- , � -f- I/ell TAPCON 1-41) ANCHOR 0 O' DC. _EXISTING POURED CONCRETE Or, CONCRETE 90" REQUPTEO. .9 INIEVEMU Sa SNU-13 15 Ak Is MR m1c"AHIS TYPE t EPAIM4 FOR INVAIJAYONS WAD ANCROR M 1- L/A�I� 1� "'co, � wm - — MINIMUM ANCHUR SPACINGS Mo MAIWAA ___ ___ molaw, mmom wom 0.) — I I "moemum"A, tAPlA i;�_ __IEC I -&;;;; -*,;�-w -a -7 � ��j EDGE DISTANCE ARE M44TM ON THIS SCHEDULL MR E.D. LEE$ THAN INDICATED ON SCHISIDIS.E REDUCE ANCHOR SPACING BY -1- - - UP SCHEDULE ey THE FOLLOMN, FACITIS, ATION To BE POSSIBLE, FOP AIRS OPIEP AMA WK MWZ MO � ,'" � - , 'n o SPACINC ORTA31413) USING' PACT.* - . NOT OE LESS THNN . _ - ___ - -1 11-- __ - - .- � S 11 - . ------ - I - 48, I i IREDUCED "AIUM SPACING INDICATED FOR EACR ANDM TYK ON THIS SOAMULI: - -_ . _r_ - iso--I __ __ I 3 11. � 1, I , �1, � �, 4 , A iw, �;;,,, I " " `�� !!! -,,�,,,--, w, I I - � III " _t' - - - , N, 1*11�1 I ,� I,* - . I i , , E 0A "I'll", � -, A I 11"', , I - 'I', --- _., �,_ ,_ . 1, , ,_, - -1 4 . � . I .� i 11 ?A, 01 P I- W, I f (1) EXISTimp If i i - -I V.11-20,11 EIIL Af- SEPARATION- A I ILS. ou- ., __ I To GLASS I 1/1� - I.. 0 GLU�jt I CLASS - -41 - I U'F= - - - A.-- _vA _ Ni.p 0 �IIA 1 , - � it, - -4-41" , � , ,J I- -1 Loc,N ItNu; 7-�n ,� 9 It "I A f A I ii 9 . � At I ", 11 4- 1 I I II t -I - MAX, A � If . A 9 'L' MAX. ,I 4 If -�, I , I PANEL LENGTH �. � -, -i , I 157 PANEL LENGTH A (SEE ELEVATION a I t (SEE ELEVATION __ __ 11 ,� ___ 1 - I ON SHEET I 2) . I R I it V 160,I� r-SEPAPAIION -! ;11 A - T - I - A ON SHEET 12) ii i I If TO GLASS. I It i I �� ___�___. - ----- �_ - --- - , _ AT �, 1- ; � C-1) AT- � A lckl 77T7m= '24v,-,;"I",�,�,"",�,", �_`;-� -1,;1 "I"r,"', "L��,��-�-��,��-�-��-,-,�--�,,-�l-- -11 "', "I'll, I'll... "', 1 f I I - I F ,C3) " , K�,o �-,,.,'�,,"�� ,�`,',z,',,"�, �"',� , �� I e��01;�', ,", ... I 4�, A t A A 6 ,�',,%, "'I"," ,, 0""A 11-v, ,1111, I 1 ; � ,_ ;,11-11111"I-1.1 I -, ,,, I AEG. . : I A � E.C* "I' . � - I 1 ,��"_��111 � �, - � �, � , I 4 ., 'J ; , I . . � 11 11 __ I I I A i j I �� Efl 'I,- � -1 � � CC "_,� 1 __ , � � EO 'i " "... __ T.t Ms. is . w �6r . E I �,, � 1 . W� M � ..S, 00,1� w I Y - �_ � � 1 0 to ,/T - .... . L " ,., _ � , 0 I; t/� ac. I- .r _. __I/VV TAPICON ,,-' . 1%p - __I/eff TAPCON ANCHOR 0 S' O.C, ANCHOR 0 V CC CXtSTING POURED CONCRETE OR POURED CONCRETE OF? -CONCRETE =M_R_-2A 9 ff�_� L S BLOCK REOUIRM, 0 ILR�NEL _EXISTINO CONCRETE BLOCK RECLAIM WAUA_MQWtMNGS, 1111114".. SCALE 3/8-1" _1�_ (2) (1) = U) _0 (j) — CU > 0 (D = _ll._j E 0 =3 _0 L_ (1) (1) " CL CL = 0 0 L_ C 0) -4-0 b -0 (1) a 0— U) . (1) := (1) -0 0 0 -0 _= ja C 0 = L_ 0 C)- = 0 (3) �g: CU C 0 .O— -4— ku LL .,_ 0 Co > U) — . U) Q) uj _4i` ku L_ CL !E �-- CIO -0 1§ .= - C/) CDL < _;:S1 ou QLA 1h, . cz) &_ �. r_; Ca. QD C: - - - C13 C�:k _: -C= c1q US = :P< . z; m A:=A on 'm C�wi a 0 'ez 2 C* - C�,! ..A: (IS . -a ta, -:�! E :S z a - : , , , , , , , " = - :11 � - - I - 4 I - Q= cj . �m Z .:g: k .a . S? aj A- .. Q iz ,:�� = ISO := V) Q. = m e a: 0 C.) I- 42 z z w mi _______._____,_ ---------I __ — _____ —_ ------- I --- INSTALLATION DETAILS FOR LIFE SAFETY PANEL,W- --------------.---- INMILLATIQN-12EMIL5 EOR LIFE 5AE _PANEL 01) I INSTALLATION DETAILS FOR LIEE $AECTY PANEL Cl: INIQ WQQD STRUCTURES INTO P9UREP . INJO WOQD STRUGTURES I - - � - - -- - - -I,--- 7 �" I I I __ ------- --".- ��_, - % L r �. --- ,� " I � I � ' L , � � I -1 , , 11 ,- 'i � IL - ----'-, ,L' 1, .. . L Ilea TAPCON [STING POUREO A/eA` TAPCGN__ � I 1. , ,�--- �� , I 1-1- . - il� I � - t I . I � - . I � % , L � � j;, fl- 11.1 ', L- - - , j, , . - " ,� . I 1. .1 , L -,:, 1 1 - I L� I . " , I -_ __77 , I -------- _ � -? ANCHOR * 9* a C __91STI1" pou I I I � I I � - " - I t �1. I I � � ANCHOR a 111 ox DNCRETE DR ....". .:o _ .-.-- 1 .- _VoCUDINHCEADER - 1 - - -ADEP L - I . Awn HEADER - - -1 ,� WOW HEADER I I -, �� , ' ' - --- " CONCRETE &= , "! CONCRETE BLOCK / I . j�j __ --#-= HE -� I - � ,� I �" -_ _. - , , ` HEAD R - L - 11 - - WODDRHEADER ;_ � - I � I I REQUIRED I A �_� ,I wfouwm I � REwIRED I - - -- " - _0QUIRED E REQUI ED ,qz� i I L - __ 1. -1 , t: I, L -1-i '! L, �M�14 ". 2� � I " -� i I ;, -i - � I - __ , � ,, 12 � I-, REQUIREO - 1. - __ I � � - , :�, " 1, Cn -1-0 , ,. REGUARED. �,;� �' � , , /J I � ... I '. I L ;t I " I i - �, - - � , I j�� I i - - - , - - . Ir �A, i �,�;l _� ' Ije# 1 CON 14�_ L ' '�� ! PCON : , I I - I I % � � L; i * I - ; 1� � - - . - - - L ; ILL. I � � i " - - ,� � - � I �t, � ,�� - ! L .... �14 PSITAPCON :1 - . L J, , � � � . . I I ,t - n � I �L . ANCHOR * 2' CC � _j � , : ,' ;I I � 7 C, I I r! , - =ON Me. TAPCON , � . _ I/ef TAPACON , _,"; - , � , � - � AkC7J,1GR D 9' 0 C. I / � I o 9, o.c v, ox, I - . " �,� ,��,; C2 j �; . _ _ I JeO T& I I /I , I - � I LL (D 1, I C2) �'L � f , ii � � . � I " o , .. I � � ANCHOR 0 9' O.C. I - - " - � I f 'L -1 I IL _ 1, � � . I . I : I ,L . 1;� ANCHOR D 9" O.C. � F I 11 , L ,� I . : I I . 1: : , - 'L�l - , . .114. , � . � ! W "'L -! � I 1 2 , I ,�i I - I L - , - __ I I � I I I I .1 . I � 1, � � 11 I , A' , I 1� - - L � i , , , , , , I . � � � �� , _______ � . � I 0 . , � � - -(i) I -) l L �, I _�, - . 0 1 , 1/2' I 1/4- 1 __ 2 ` � "2 02 , W a) hp% - L ', I � I - , - I _-� 2) C2_) - _!!�_ - -_� I , , , - ,Pzg?,__ I � -.11 $ROC6� - IJ I L 7 "' � -1 � - l *, I rA L . -to am*�a �,l - .1 I .e I 1_�: I - ; 1/2, Ile I k 11 l I I � p �Q mgv�m �, - IQ - 'T _C_ r , � 1/7' ,/4- , ; , 11 I/?- . 'i 2,,s" � - t-, A , JAw , ,-I , , , , � ,s, � � 'If . ,1/4' � , � , � -, _'. - ` I I -1 ,2 � I � 1, � I I . NIIUL � - ----- � - ---I , , , � � L L I V. 1 ,,/A- 1 , /2' A/C - - ___ : I - ,�, I � 1 ,- � *&--- -_ - , i I ; 1 � � i I 11 I I I I - - - - 2. , � � �, I , I � - AM - --- - � -4--a U) , A I I A � I I � I I � I ; � WAX ,. I I . �, � �'�' . : I ; i I I ,�'� L I 1� I I -1, � � 17.11 ." I .1 , MIN' �� 2- " 2'i i =:i:_i I I �A - " L 4, ;; , � I I '' i %, I I r il f � I : �� , I I "I W - , , ,� � -+--a 1 , i � � I I I , : k w. i I __Cu . � 1(, 11. 11 :: ;::a A : � I I � jL� 0 1 (D I I I- A I _ i I 1 1 , 1-j. �IL - A I it _; ` L , � " _ i � � It #--aPAAATfXS,A-1 L � - I � L _ I , C I I I L L, i . - "... i =:3 cla � , I __:] - '-- I I ',__� ', _m, i - CD rL I _j "�:� o i � � __ 1. � I 1 1/4 o i L i 11 To GLASS �"l : I : T1 I ; A ,v Lft. , 1 i > atoTIROJ I L � - -o � -- 'P I , , 0 V` I It �j 5, - __ , ". 0 A= A ; , �q 4 I If I , L'k 1 . cl) Cl) : r11ASS 0 i - Dls.nw At :, I At I . I I IS If ; wFAA,nem 1/4,il�a _ , 1/.�=.l 1� � , yf' , "L 1 . If M-TsU4 I I � V_ I rL , , "'u-"* I 1, V, � � �,,j 1�1 I A �, I I 1 I � � 71-r) A CN -, ! Al S-S. W , I ; k,,A.&,-0 : a 11 I - " tFILP � I i Ile�I' � �', ml I A, 6, c 11 A �x I 0 , I - � ", 1 1 1 1 11 V11 I I, �_ r I =2119 , 1 -_=4 - - " ! - , I . , am,K�111 �-,.`�- C"""""""""` " I � , , t .- " � I *L* mAK ! j'----vA,, t"LZNU4.1 I, I 4 (I I =._.:_11_,Ft I _11,21ill "` i, , i � 11' L l 11 i If t I 1V m-, of F -"- - I v Mo 11 I I I ,� , - -�,* � ---� i � Ila Am mea zs",_-�: 4 A I- 1 6' PANE LENGTfi 11 I it I A 0 'C MAX: ,As ' it too. - r-n fill I 1L_----_' - --- --"-- L � a __1 - _ -,.'1=1_ -- -- '. - EL LENGTH It -_ � ,- . I �', 1 1 : I I r ." ' � L , 6, 1 1 . L - I %_ M_ At- ,b-L _2 '_-_,L"___'� R. PANEL LENGTH 11 If AT IF � . - -1, I �i IL - __ _-, _ I I (111 ELEVATKIN - 1 A _ � , 0- -ANa LENGTH . At I - - IT_ _ - ELINATION At , No., __ - � 11 I 'I: MAX, %' MAX, IsEE At ' SHEET 12) F I (SEE ELEVAT" if I I I PANEL LENGTH AT I ON � - - - - . � (SEE ELEVATION - - -1 V R--%EPARATID`,_ i a - I- - ' I PAND. LENGTH I 1 112) At PANEL LENGTH 0 , A f ON s"m 12) � PANEL LFNGTH ,` , - .- 4 -- I - IT �, kfi� ,, 2) - - I I 11 Ij --- (SEF ELEVATION - _11 OL If TO GuIss o 3 , I � _ _I ON SHEU _ - 1-141-L 9 , I I - (-SEE ELEVATION _ �- - `4 - �L I(SEE MNATAON N' I � L - i 2 I i: i (SEE ELEVATION a � ,,, �- ' ' ' I 1 7- 1 : . - ---A ,_ _ ON SHEET 12' it �/ I i At I* AN� I Cj) ON SHEET I2) - - A - -1 -- �= 11 � I ON SHEET 12) - , I r IT - - 11 I At - �_�__ - , __ _ .. ON sl"CET, 12) .- --- L - w � , L -__T -] At I - — ,�_ ...... �44 - : ' _ � -_ L" - - - A 0 I* wio,. I I --I I if 4 1I I I At ! .---- __ I __ - I I * ,;��; �' ,,- �-,y.--- 1 - - --TL - L--SEPARAPON- � - -, ,t -1-1,-2- 4 -, � I T__ I 1, I � - �� ,.-U-;,�-, I- M.11 A Ill 'M I : , - (�� I I < , - �,. T, - � � � R, �%`� , �,?' 4 SAEPAFATIO`� - A 4---SEPARKTION At TO GLASS. At- _.. I - - � � 4, cu L/2 I : A I if I , AD �,, i I ." - � L: _ I �,A%,,-';, -,,� IT- - It (D3' on I. .. I I I : � I _�,,, A - _C1 ", I] To GLASS. - 01 L/2 � � ( Tj R A I I i 4--sEPARXT`ON__ - ! [ .� �1) I I C, �, I -0-0 6. � To GLASS 6. If . 11-----SEPAR�WN - IT I' .,. A " �" _�, I : : I L/,f At : 1, C I 1J--SEPAJ;A-DbN -- 1 ._-__� ,111, 4 TO GLASS. .31 At. it �o CLASS ! 1 l F, -IM I ; , i ll It 0 E.D.- ,:� :,� i I I'm: -, 1, - '�,,-.,�, ,,.�,". A . .1 i I i . I I L 6- EXISTING POURED1 ,�,- ::� I I EXISTING 7u - " _,Z�-�wL � @ I _� . U5 . , a I I i [ W =3 1 - OR I I 1, 1. , — , GONCRILIL 0 . _ _C5j A I. . , . I l A 11�1 ! - 1. o L/I - �. I I 1�1 �,�';, � ,I EC. � I- - - , -_ , -L-1--L - - ; . , , ,,, �,- ,,�, A � Eo Fill " _ I I - - I A I - �.Niq a,. , A CONCRETE BLOC), �, , A A I AM, I - , - I - - f9l, � w_ouwzm X: �� A 12 yr = REOUIRED. - . I __ ��_� - I - F i . .,/r - _0 . , . - - ,!�llIlIllt rz I AACYPN[l) � , -_ � � I I � - . ,�,;- -- I I I -_ ______L -_ - - , io_ %, 7 ; - -- -- -- Ea. .1 I _ "'�, L' I 1 - A to kf.,_�/., 'Q I A- , , I I- - L A . - , I j - ! I 1. -1 ,_ I LL ", . __ , L ' I I � lu ! - " ; -1 - - I_: :,_: .��_ - I'17 1 , �,x . - A __ - 4!!Lj_ - - - i__ .- i I i ; .: ef I I � I 1 I At" . - I �i"� " - . I I �i � "I I 1 1 1� �Ll I L I I 0 17 ,110,4 1, "I , I . I I- , , -I- __ � - A 0 , , , [� - Eo� -, ! - "t EAS_ . L ; 1_______L. ___ .1 Lj � L ; , , . , C , i . , , ,. � - I I . A , ... I- L � I I � , �� ; i� - .4 i 11- ,�, ,�, , 1, I I �1, �, 'C', . � 2 1-111 4,11 � ___ , I !; 1 I ;I "I LLL , -- C , 4) P I RAXIT A, - I I ,,, , 11 L � , , .; I 1. � I : : ReowwaKED I . L # 12 tAz V�t N4, woov, 2'94' WO ; .11 -:�, A , , I � � I'll 11-27m - I I I � AND, .111-1 . I I I : , " , Ilet PANEEPAPT, "r � L . I :� � L � , , 1, , . PLUS I/e# PANELMATE F��S � � I L ,� �� _. TAPcDN L � � � � i, 1 IjeY INPCON � , � f " 2'.4, wo4p 1 , ; � 2 _� - - I I I � , I I - AN�NoR 6 q. GO - " -1 , , 1 PLATE 1, I � � I PLATE I ANCHOR Ic 12 I/ __ _ -_ 1,1/1 , -ANCHOR a At* CE� L _Ve. jAPCDN ., AA I ... i � , 1 4 1 ; � 2, ox 2 V�La ANCHOR fSTMIND) I;L�� I ANCHOR 0 11' CC- � , I -,- - � �Ll � , I PLATE I I �'; - -. P"LmATE: PLUS O I I , -I PAREA Cu 0- 11 I L , �� ,, , �!, LL 11 )I , 1/,4 TA:��' Eou;RED , REQUIRE: . A � I , �, � L %% � I sTuD STAGGERED W/ STUD � MOORED, ,", _ .- - L - 1/4 1� 1 1/4 --AAIE PLUS - � , � .�,;. 11 ; , - �', - � � 1 , STAGGERED All L , � 11 I � L � ) I � , I I L . - CC I I , ANCHOR Q 12 1/2' OZ , I I I I ... , O'CL I I - "I L I L I 1 � , "Ll L � : i I ANCHOR * 12 1/2 i , 1, : 1 : - , I I : . � ��,; � 1 . . , � I - L WAU-99URIM I - -L2,.4* wooD 11 � A. _: � LLL, "I I . i - _� � � . I � : I , I I I ;i! 11 QW4 woou , , � : , . I I T_ , � - i ,_ r� FOR ANCRORRE TAPE 4 svcALE 3 - - - _. - - 1 I I t , - __ � I I .1 I I I ; , � I i I I I , � . SEE SHEET!I 15 & to - SPACING FOR �� REWIRED - � i ! L I , I I � -.LL � , � �, U) INSTALLATIONS INTO WODD Fr,AdME BUILDA". , I - , . � a � - __ � -1 I - - - , - _ . - .1 - C,, w ANO"a SPACINGS AND WNMW EDGE DISTANCE ,_,.� �� . : : � ! -7 PLATE - I , ; - � I � , , ", - " , I � _� � , 1 : __1 , i _L 0 a) I _ L - - I _ L I I'll I - REDUiRED 'A � I - I , M"AA,M � I - _ � I ARE IAO ON THE scNED". FOR Lo LESS THAN , I - � I PmIrATw C4 504EDULE RGMUtE A1,010A, SPICNO BY CC "XYftYUC SPACINAA SHNiAI ON WHAEOULE BY FIE E R-IRW WEERO R-2BW ALM ALIMMUME R-3 " ACUCAAYC FAcTOAS MR THIS OPOPUTON TO K PDAS5tRUL ALIEffiff 8- I AW a R t m REDA�O SPACING OFTAINIS) USING r SHAUL No BE A"111� I L. IJESS THAN -um s�,Na ANEAA�r� FOR, JUCH MACHOR I 1__LM� PANE L AMR ItfflNM PANEL I 111.111111", "s �h,,N, o��P, TQ;14", I"" I 0. THIS SCHEDULE. /,�- 114'. 0"�"�U I k 7 - I ikl��"`, WALL MOUNTINGS MIm"PURN, WALL MQMNIINGS I IVA4 ihouffINGS / �".l *r ,.;ii�w - , '0 , ,� ., '. , 1- - __ L'�', ' SCALE 3/9-" 1 SCALE 318-11 . � N. Tk�'/N, I -!�� ANCHOR IM S�� I ,\r, E IV j� - - .!� \ SCALE 3/8-1* 41 io , ..., . . - \ ULJ 100311 _$_1 .",-, 4F = � 3 - . �, IV . '. S MAPAIM, Amolom Svc" 0") I z .: hl,, -4,11971 '� FLORIDA BUILDING CODE (Non High Velocityy Hu Done Zone) __.*,Nv�,"��64�!1�11% FLORIDA BUILDING CODE (Non High Vafoeftft HUT can* Zone), 1 0.44167 .. = FLORIDA BUILDING CODE (Non High Velocity Hu, ...* Zone) :E I— (IN) i 3 - NOTES, 2 .1 . i .1 :V= =*: * . - .2m Ikl=, - - __ = a- .- ,44167 ". 1 ��_ - 24 GAGE GALVANIZED STEEL STORM PANEL < _�_=_.__._1. i*. :,= Pma IMTO. - ,�. - . iim .20211 ANY= Amc. "�P. z , * . STEEL STORM PANEL 24 GAGE GALVANIZED MM STORM PANEL I , z . AOWL Slow mml = I ,, In S -a'. S : Z w 1, IN57ALLATION ARE ONLY VALID FOR A-S.D. DESIGN . DRININ, lo, ARE ONLY VAUD FOR MO. A.S.O. DUeN V,i FAM 3.. TATE Ot;� .- �o%t� �- I - * z: __\ STATE OF :'Cc 1 � *; * - " ' I 1-11 S"j-, I ,L; ,* — z I PRESSURE RATINGS (p,.d AND PANEL LENGTHS AS . L � - 117/17/w" __ - __ Z. I I, L I- "t"m' - , _��_ _i�_ 11 ""' RESSuRE RATINGS (p.a,f) AND PANEL S, O� , - GLOBAL PROTECTION PRODUM, UC. . , � _��" ___ _ At ,,�oR4�! �7E� ____ � SAL PROTECTION PRODUCtS, LLC. WE .m. - . P w _7� � PER ELEVATION ON SHE 12. !� -Ac% STATE 0�� , - � IILIECO..., � GLO E= � ---I- Im" & EN WAS COMPANY 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD S� .:p * _..... _ - .8%, S'.. 5, 57RW � I '12- - I t D � — - / 11LIEC01 N 7 \ IOLOSAL PROTECTION PRODUCTS, ". I 1-INEEz-THS AS PER ELEVATION ON SHEET 12. /T LTECO.Am. \ . I I __ . �W',_ 'UU, I MIUM, STRIEM . __ 2_tw pi, __ - ?.� - � � �� - �ul vmlm - ='. ""Z", �/* ,� / -,/�Z� mut wo & �u0j" �-Y M - ,� -_ __ , L __,ii - 1�6 * / , _0 IPA, ' ". CWMI 1 M31. ;,-.- ,cf�O;;o� ___ 4�1. 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD PPDNA� I.!,, aw� rL m, IiI.A.A.-anr? 1� I Om ..-I.. � - A:= I" YPIA-1,64,51 "�_ . - - __ - 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC `- , -� ..,6 - - A-) .- NO"L (�Nfo;-?Smf� FAX mux"-o"Y MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEOFIC L �� - — 1 20-175 - - -.11 - 4911�1 -1. - . DIVIONG - I _._ -...- __ (0000719 1 .1� ovi NAL , , -m W: 1-1 A9A"X8CnNA4 F"� iA`5A)W_K1o7 .. P. _,=� ___,_ _ �� 0 I .1 - 11 51 - , - 4 � 0# 4 I- L -- --- "nimilmol" _. - �, DENSITY Of D,55 OR EQUAL .- -.'. : L i r, A 0HA00 I P, �1 � , " - PF SEXI/SAGNATURKA'ATT 0kD()057I2 — UIN/DITE a-000o7io � - I DENSITY OF 0.55 OR EOUAL -.1 — A .. I -I It.wINI - < �. &ALTER A'In ", ,z :h!!" W.1,Fm - � MEET 1,4 a, Is :tz..-'.Nvw'H' wk;L, AELIT'I". j �t - cow It or 14 ftl- S&LYSIONATAIRE/134DE %ALT" I 11 - I.- W�m I . _ .. . . . I'Lok,. 111V - -9,.,-,,-- t j I ___ _________j ___ N."'m w �,. Pz _::j__ UPAEl DA ,,, _j I-- — - - :MmzCm:Li _____ W, I _ -_ - !! �� !, L_ --- - -- L I L_ $A' k jm!w - ____ _AL ... _1--_-- f A I I I a - SHEET NO. SH 1.4 I. i..11, . It __ - - _*EZI/48,, EZ1Vi ANCHORS ' � - __ - __ - --(SEE SECTION EZI 4� ALTERNATIVE EDW ON SHEET TOY - - - - . I—- V I- -3 -3, M- I: 0, I '. .1 ' : _C9 ,(111 109�(SEP NOTE 2) _41rw@ _ NOTE �) 1 , 11 5. �- I . -:��7-, 1/2, %" END ` 11 - _t --- F_______`"' � - - I I I --f I � I . I -`----�'� 3/16'. ALUMINVU * I , 1__-7�== � I'll I � �� . . ______7 . . ___ - "I POP "I'VE, LAST PANEL3 TO BE ED , - � _� ... - I — I � -1 I 1_�r_z =:;= �, ____ - HNSITALLE AT EA12H OLENINC SHALL ALWXYS BE 1/2- i , I , I ? 1 , �� 0 ... i �� - I _ 1 - '� , , I , ? I �H �, 1 ! [!? - I PROVIDED W/ PLAm HANDLE TO FACILITATE ONSTALLAT)ON IF N-,ENDDED �11��_',' "T K I I - . . - * . , _�.� I TO BE INSTAL, ED FROM INSIDE 01 STRUCTURE, I , I 1 i _F7 : 3 . I I - I 1 1 1 . I I - I 1, _,�; " I i � I i I I I � � I � 1 1 I, I 1 I I I 11 I? , 9 I I - t h I I ;� i _1 _1 � 1 I -I , � i � 1 1 f2 � i- IPUFI� 1 � r I i I I , . I H i I I i i IX- I I I 4 i o � � I I i ! � 1 ! ___ � i I I I I I � I 4 I I i �_ ; I I I i i i i I I 1 ; i i, I J i-- I � i J'Ari, I I � ! : ; : , � I ; I I � h2lfd_� , i I i � � I � , � Z - - I ___ ___ - _-1, 1 I - � 1 � __ - - _ � - -_ I I - -,_ - _ � -_ -_ , - -_ - ITYPI) - - - -1 I . 56% I I - � 11 - - I I- I -, I . I., I I I -- - - - - I � I - I - I I I- �' ' � %, . (0 gagj��E-W IANG STORM PANEL $YSIF1,0 I - f " -r-T�--I-T- E _�, . , T I T - OF ' 1 ([NU PANEL) 1 1 INTERIOR PANEL) ONTERiOR PAN EI) I � ONTERi R P FL) (EN' ANEL) NO, I I TRACKS TOP AE B077CJM � I I I I i I � I i I � , i � I I I . . I � � � I � I � I � B I I �El ITI�11 I BAR I C NNEC I � 1 61 '. (2) O i .SEE NOTES . .1, 4 1 1 1 � I 1 I � 5FT NOTFS' 2, 3.", , �ANELS SHALL A1,WTSIR UfED TrI 80TIOM ORACICH I ! I � i , .t--,. RW15 A 5TO31 � BE PROVIDED AT TOP JL SU � � I i I � .4-4-A.-I IJ I ___ � - - . KW� I i I � ! � I ; I � I � 1 . NGn, PANT 1.5 I I [ ) * I I I �� il I I II LE J,i,ij I * - -* a ,/- QO IF.' iv - i , I i ) , I � _; � 1 i -ONN1 GTE - I �, �1' i I I I 1 1 - W, III I ; I , I I , I , �)) d EIND PANEi S ARE f TO BOTTOM TRACH, CONNECFiGN � _� -1 I -D I J ! 5 I 1-1I � I I I - I 1 i 1 I 1 I, � .1 1 I I 1 1 1 1 , I , I 1 1 ; SHALL CONSS', OF 11-'0-20�3/4` Ni-S W/ 7/8"41.-1/32, W'NG L I I I I . 1 - I - -_ "I , , I I I � �'i � I I � *iI , � � i I I . , I 1 i i'i I I I ! I I I � I I I i i i i i f PILTED PANELS,W1 i/"-�O-I' Win THQMGSCREW INTO TAPPED BOTTOM 1 � � I I ; I � I I ! I I , I z I ! I 1 1 I I 1 ss BOLTS WY13 a EA OAcRLAV NTtRJ,TAC�K�RL,10/C4A�TiOOXN3/40'F FAEltINERS MAY BE AT, EITHER OF TWO I � I 2 I i I 1 " 1 1 1 i ! � ; � 1 i (SEE SIC7,GNS, AS, APIPUCABLEE) I EXTERIOR PLAT FLANGES OF ENS) PANEL. I � i � I I I 1 1 � 1 1 i I i I i 1 1 ! � 1 I i I 1 I i I I I l. I � . 1 1 ! 10% � ! - I � I - A, - _,_ I -1 1 - - ___.__. �__ � I I - I - - , - 1 J '� -I ; I I , - �' ! I 4 , Or *I., (41 IN CASE IHAI -ND PANELS ARE NOT CONNECTED 10 BOTTOM I � .- . . i 1 1 � ,RACK (i.� A iTOP BAR IS O I i . , � I I- I f i - - - � - . - HILT USED Al TOF) AT LEAST TWO 4 . -_ l I I- T ! I I i I - I I , 1 J: , J ! I -il i PANELS SHALL BE CONINECTZI) TO 80110I TRACK USING SPECS I I i il I _� , I r I i 1 I I � : � 1 I I I I �h fl-4 I � -r 11 I I I ; �4 � WMATIEO ON NOTE (3i ABOVE- RII SUCH CASE, CONNECTION OF � +-1-4+-14" � -, ,44___� .--t- t -%-r- - - I r- r *iJ_J_ILL_1_1_JfL_1_J_I "i I PANELS TO SCTTCU MACK NIAN OCCUR AT, AI PANEL LOCATION, L I _ ___ "__ _ 1-1 - i I .L.L_J_J_I_,L-JI4LJ-J-L-L-J I I �_ --I _J L - J -1 -1 - 1 J _J - - - - - i - . . . . . . ___v I � _____L_L____i___ SEE NOTE 4 ., I � I - 3- . - - I "' - :, , M;,,. SEE I � MI. f ;NSI4LLATfONS ONLY VALID FOR, WINE� I zw, i "-f) - " U0 NOTE 3 Tr) I I I SPEED UP 170 p.n A104I --- ___ - - —(SEE SECTION E21 & ALTERrOITIVE E1`iW ON SHEET, 18) - - ,-, - - - /Ta 11 I *CE2Z W" 1'8 1 TYPICAL ELEYATION EOR SERIES 2000 E-Z HANG STORM PANEUISYSTEM (t) r , , SCALL 3/32'-1' 1 � , I. I I I ,/, V., VAp , , " � 6$7�("N, th� _ I I - I I . . . � , - .. .1 IU124 tUL1)P : "/, ,", ," - 1, �, - - , - I - - = L= �,= 1-1-11 , Z J/=�= ...Z I I/ I .- , , , ,7 - SECTION A-6 11 1�,,, i , 0,0111. " I � " SCALF. 3/32"�I' "I I IN i " I , I � ... "I , .. - FLORIDA 811ILDING CODE (Non High Velocity Hurricane 2ome) EN, :, .!�, -i�� 4e, .�. � � ILT- - 11 Z : 1� = 24 GAGE GALVANIZED STEEL STORM PANEL I Z I I p 44167 ' -_ uFAIN, In = : � 1�'_ I 1r__r_ ."27/jEw 1 = *. .*= 11 1 \ GLOBAL PROTECTION PRODUCTS, LLC. �� - - 11LIECOHIi, 1 �O% S I A'T�t 0 f , Z ____ ,AIF / -F- - 114:1 TUR nurn" a mwwilma Co. ANN `M,W, III �O I i�`_0�0�1,; Alofil,O'A Y�l �rx,,�,,., , - __ 0. . — — - .,. r, .-a I— -AOK,, (AI ...... 20-175 I'll. - :: .... e�W,_ �� __V_0_0.;1_11 _____.T_________T____T1_ . — - , 0,tAVI�I � .AV,4i()L`.Ak:-Tp0�W, ��'I I � ,,.7,ANE,oAB, .krm � JL I, , IS -l". 0"AII4 i, ,�# � "a, " Or Is I ,,,, ,"m I F�m , . 6; " I I - - o '' A� A�.i , .11 I EENGINEEI-IING � . "t � ENwNEE:RINr. EXPRESSO PROOUCT EVALUATION REF30P-T September 15, 2020 Application Number-, 17669r I - R2 EX Project NumbeF 20-111543 Product Manufacturer All American Shutters and Glass ManufactuterAddreess 1540 Donna Road West Palm Beach. FL 33409 Product Name 8 Description: 24ga Galvanized Steel Storm Panel. Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter GIG20-3 005, F.A C,. for statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and ls� for the purpose intended, at least equivalent to that required by the Code Re-evoluallon of this product shall be required following pertinent Florida Building Code modifications or revisions Substantiating Data., . PRODILIC QCCUMENTS ex - drawing #20-3= Galvarazed Steel Storm Panels (HVHZ & NorHVHZ)'r SheatS 1-5 prepared by Engineering Express. signed & sealed try Frank Bermando, P-E IS an integral part of this Evaluation Report. , Uniform Static strucharal performance has been tested in accordance with TAB 202 test standards per test teport(s) #BT-ASG-17-4001 by Blackwatef Testing, Inc. Large misslie impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAB 203 test standards per test report(s) #ST-ASG-I 7-001 by Blac);yvater Testing, Inc. . STRUCTURAL ENG4NEF RING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative aridlor rational anaWs to quality the follomnig design chtemv 1. Maximum Allowable Spans 2 Minimum Aflowalpto $Paris 3 Minimum Glass Separation 4, AnchorSpacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ E NGINEERINGEXPRESS.COM ENGI N EeRINGEXPRESS.COM -%" J6Z.VT'5'--Y L - -, __ " 1� 1 47"', _T _,_� _111.1-1.1,_ IIII. "'. , -, — IV .01- � '�� ' T,__ �IHI - 'L�_p r I V _�t .� - , , , I., q !II ,. :- M. -, 31. ., _: � li-I . I �L:N �, ,�:I-�, - � ev " �� , ` .: 1. ] 7 9 I � LL- , ,,,I,, 81 ALT=R11AJIUQoUT HNc __NEI 11 11 ",I � . ,I'll I rrrr , -11 , .- -�,7 1 -11 -1.) . - _11(11� - 11 ill, I :,I', ,1 � I I— ,___-I_" ; _.Z &L,L� n�11. H�,_! I " �'! 1'11:1,',�_, � 1_! 1 _t"-_ .;t- liy4ili lI� , '"' III fil, � , � I_qEP1_1) �%Nl r _ 7,� ;7_� . - _ , , , " , �Z,.,,�, I', 0"'. ; ., - Z""' - I - -in �_, I �:.. .- -V- 11 Y,I E �, tTL - - , � ,�� _-,I,oFL, FIAII . 1. C / . _K I __@ - , . I -I..", 1-1 - 1-11 , .1 K-.1'.1 'p, I � . - �_ �- t I - --%---L- L'. I 1�1,,2, !_1 d I � . "n I ", - .., - III � - $E�,-, i�,� Z7�,�,,', L11 -r -111 - I W I .1, � 1. - �il I_`I,1__,____-7 ,_�-' Q1 � --I �111 -1 M. �� - 11 oa vALLIPSLirs�cTwfl - I. - - -� .-..';-I-. - 111:111lu .i,�.�,�, /_,"]'41�`_�, - Ir "I n; , rV ENC�INEERING Pave 2 or 2 All Ametican ShUttcI7S arid Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable Stress has been used in the design of this product - Separation from glazing Is not ,equi red for Insiallatiom outside of wind zone 4 and essential facilities, Impact Resistance: Large Impact Resistance has been derrainatiated as evidenced In previously listed test Teport(s). and is accoutntotll for in the engineering design of this product, Wind Load Resistance This product has been designed to resist vAnd loads as indicated in the span schadulets) oil the respective Product Evaluation Document 6,e engineering drawing). Installation This product shall be Installed in strict compliance with ft respective Product Evaluation Document N a Engineering drawing), along with all components noted thereiri. Product components shall be of the material Specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the tespective Product Evaluation Document 0,e engineering drawing) as noted herein All supporting host structures shall be designed to hesAt all superimposed loads and shall be of a material listed in This product's respective anchor schedule. Host struchure Conditions which are not accounted to; in this product's iespective anchor schedule shall be designed for on a site -specific basis by a registered prolessional engineer. All Components which are permanently installed shall 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. , . - . , "-I �� "� V.._. %,I� _,�" 4_47�� , _�. C. — _ 11 - I -1 �, � - , ,." �"*�; .,t, I , �4%1' -, Frank Hennardo, PE ENGINEERING ExPREse OIF0046541� I Cerl Atifli 989A 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 f866) 396-9999 TEAM@ E 11GINEERINDEXPRESS,COM ENGINEERING EXPRESS. cum ;�'- 1�111111_ 11-1 :1 11, )., lt� ", - - ��1�1, - I— -'If - "I - _1�1 �_, I 11. .1� . I. -I'll, nI-11--l- .111, 1 . � v V'A' 1!1r,LL -!I, .,;I1 ",'I,,- f � I IIIIII 1_111 ::I tln. I I I / , I / I - I I 1� I I ; I � � 1,111dT ., � =�..,., "I I"V"�_v" � , ` � �_411��_ I I ILI-ii- 4 - __4 �1 ::��,I` 1&, I'll ��' ! A' ',4 �:I. I / / I , 11 � I 1. I I I 1�- � �- .. 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" � .,��, = __ I � � �,�,��-�,�,,� -, i 1, � I , ;�,` � - CZ) A 1/2" , I , , L" ,,, 11 EQ. _1k I i I.. ,��,' I I 11 I- � , I �f ;, . - t) I "; 'O TAPOGN ANCHOR I i � � _-, I - � i/ 4 I , � I" I � I � I � ,I I " 12* trc� I . lIf '- �� 11 I I I , , � , , I I ) ' t/4-0 I ON -"; I � LL I - I 1 2'.4' WOOD FPCON ' I � , , ,, 1, S, 1) � I ; --_�- , _-`LATE 0 1 G ............ , � � I I . ��x ANCHOR I e O rrr "I I I'm , , � 1, I � � � I , I CONCRETE BLOCK - , __ � 6___ __ � , � _] REQUIRED REOUIREO I WALL MOM! #AU_MQUffW SE00N JEZI &MRK= Ezlw SCALE 3/8=1- 00,000l""", SCALE 3/8-l' , ,,�,' ,,, _� . �� T1Q7;,V,,,1 ""' It `�� f.� t, 'c"c- EN k- 1, ___ . . FLORIDA BUILDING CODE (Non High Velocity Hur Icons 20n*) N= * 4 �p - , -_ - -, - I MIN. PANEL LENGTH I = � 'O. 4 471 . % �242A I1.10M rv, ,�P. = I 41 24 GAGE GALVANIZED STEEL STORM PANEL POR MAX, A.SD_ . * . - . 8, IN I SHAI-L BE 2'- 6' I = * 5 1 [ 1 INSTALLATION ARE ONLY VALID *;_ * ; . , . . pt�l Z �_,� B � = _ PRESSURE RATING +/- 40.0 Ps I, AN -0 10A�x , :�_ -�-� I \ LLC.1 ;71�_,/_. STATE , L STATE 0 - L________J i ��, I;iE _ , __ IILIECOapt.' x GLOBAL PROTECTION PRODUCTS. I - PAWL LENGTH, I � / I . , � , 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I P 'k,", '-p.O TrWINO III EN=MMINK, CONRAN) � S., SI �_ i � , . O;tA � ,,, - .. I.- wz. r, SM14 SPECIFIC �� ""i", - . .A � 20-175 I MEMBERS TO BE SOUTHERN PINE No 2, W1 ,;,;'W� - (.00�_ -i-i-,"I — �1.0k"I_7�15� A`k O�)mvF_#n1 "IAL, I N � ,_ — DENSITY OF 0-55 OR FOUAL. I�� - dr-arEA7,9 -.1 — I - 11 — I ,,,�rl Ixiom,Nc . f0NIM5tWA!/%�nMc/DA7T t WAVE4 1 FLUT ,I, .4 I I . 11-10 En . I __ __ r, MYRIGA * W � I I I - 10 ar I$ ; _:��, , ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � 1, ;�11 TOP MOUNT (CONN 7 TIFE AS RE9'Dt SECTIONS OPTIONAL 4`20 STITCH 11 BOLTS WITH WASHERED 7— Z- WINCNUTS FASTENED @ I /I OVERLAP' @ MI DSPAN (USE- al " APPROPPJA7E SPAN TABLE) 2g � 2 . ni 91� R / I . oo � " I i � 9 PLAN Ina V � � � � I I � � U, . � . , � I, . in � R0.1.5c" - - ;/ . L_ LL - . I � . BOTTOM IN OUNI I I "I (CONN - YEE N � I IV - 1_�_ FWD) 1� RO.391" , MI I---- , 'If 8, Be' M OELEVATION / �1 TYPICAL VERT1CAL MOUNT "'12i NTS ELEVATION TOP MOUNT (CONN P`_\ Lrn. A5 U7Q D�i . (SPAIN ABOVE I, EISTRUCTION) I D0170M I �J - r-1,11.11"NT � � � . T. - � _ TYPE L' N AS REQ'D� .0 0 I i � IK . I , � BSTRUCTION r Z < , C�, - . I � ,I I �LGCATTON MAY VARY) ..V,, U�� M P I iu —Ti BOTTOM MOUNT (CONN-/ CSP Lma. BELOW TYPE AS REQ,D) \ DESTRUCTION) PANI- MAY - rll',TCIjl�ID'I�ITS R,EIIU]M�ED, OPTIONALY,'-20 STITCH BOLTS WITH WASHERED PROV DED 7H T . N, I. NE I, ) ANCHI RSARE USED WHICH SATISFY O � � WING NUI FASTENED 0 SPANS ABOVE & BELOW OBSTRUCTION , OVERLAPS 0 MIDSPANI (USE ABLE) VERTICAL MOUNT ELEVATION /_2� (NOTCHED PANELS) — kt,ij N.T15L ELEVATION ALLOWABI E PANEL SPAN & GLASS SEPARATION SCHEDULE, 24 GAUGEPANEL-_ IKHrUMUM SIOAM PANH --- SEPARAII04FAIIHM GLASS . IHVNZ , WIND 'CINE 4 & ESSENT'Til I Act) ITIES) - i WAXIII � - I � OfN`04 � AUOWABLI iN57ALIAnONS LESS INSTAIIATIONSCREAUER � AW'SSU"L ISPANUn) I IIIAN30ASOVECRAGE rLIAN310ADOWGRAD9 � fp,vil I � ; I I________ ; -!, 30 . ---.---.- . � I 30,1l In ��13-0-0;- -- __ 606'. -- -- --6P,,�, _ __ -- -- ---- _____..__ Gin _�_____ILL _ - - - 1 - -��i �s- , I -, -,:,�ui � 1, - -i�c,;;, - - - - ,, , - - hot. - '.. -1-Aiq ... _ - -_ 11 1641 � � __ 4:iS __ I -I ___ I— - - 130,13 In - - - - - - - 6 06 In - _.___ _1 --.---- zje,� . I �1 it, I � LACIAP HI t SLOG "I �A 6 In - � - �_ .!-1 L_4�_ I lo�An, ioe'n - Z 35 In - ---.-- - ! �1�ho � 83 � a, , ,, - -In- - 609 __ , " � , � S3 ... � --------- 1 41�05�,, ----- -- - SqBn , - . - - 6 1 I In - __ - - - ______ - , - 2 7.1'. � -�; 70 ifiJ I, 6 121 1. 2,90 � r- __ I __ ., 7.1 �___. ---. I � 2101" ..--- - --i ii -_ .n I __1 - - ------ ____ 2-49 in CPFAINI trL.NtL)ULt: IIJU I t:Z): - 1. 144TER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTEN . ER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH PORFNEVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS, 2 'PANEL FAS-ENBI ARE MOS USED IN COFQUAIMON WITH ALL MOUNTING "TRUSPONS I --TRACK. SILLODED ARGUE, ETC.) USE 6,25- O,C' PANEL PASTENER SPACING TABLE VALUES FOR ALL � H`- AND"U',H]EADERS (INCLUDING BUILD OUT CONDITIONS) 3 , LINEAR INTERPOLATION BEtWEEN tOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAM _ I ENTER SPAN SCHCOU, E WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2 . SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER L� D, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL - FACILITIES IN ASTM WIND ZONES I THROUGH 3,7HE GLASS SEPARATION SCHEDULE IS "at A NO NO MINIMUM SEPARATION FROM rH_1 PSIPUNMI= -PROTECTED 0 IRED. ,tign,,icy FRANXIIENNARCOJE -1 I REI_ CA� �1 - ;----: - __�. - , I. '. -I - I ��` ",�. NVIn MAXIMUM ALLOWABLE !,�� Ffirk �j�` , '�' .11-d 1; � �----:- -�_ __ DESIGN PRE - --T.Te -SSURES k,, )`n:10� . �__ , , ,�', . � I., " ":111J � `i4ft' — [AS NOTED IN DESIGNI DESIGN NOTES: I BOHEDI-H-Es �%: , IOMI �, C, .- I . : . . C I 11 D ' 51, L ' IOSITIVEAN NEATIVEDESIUN BE A WET Tl� S,_ L86 IS Q Em 'OR H LIT Das GINO) 1P`ERE ,T�M_ - , ILI i,I .x -, n, A, , , . 1. SEPARATE ENGINEERING IN ACCORDANCE WITO THE -,f� - N5� � I GO _ �. ' A C TA NAD d,l, IN :. I $9N ,�61.OE R-. RE 1,1 AR1111 � �CHAPTEP �� 'I, � -�i' , " to � M , ,6,1 ', ,. 1E09OF E FLORIDA BUILDING CODE sHAL,L SE LESS THAN , , ,�� iIIFLII I 00AUAL TOTIFE PnTfiE5O]SflTEGAMnvE DI SIGN URE. FOR ANY P S CAPA , T I ED EREIII "I "� " - 4 - 't, t',� 'M i ASSEMBLY AS SHOWN. -, ,�.. I !I. - ,,� 1 '49 - 6 H GENERAL NOTES: i, 13 UJ_ � 1. �:wl j I� Irld 1, TH15 -CIRCATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACC RD E W THE EQU M NTS 0 THE IDABUILD GCO �NSPIF OE ir,�,r . CUI III EEV EDITION ZILM 6 FINS1OEAN000T5ICEOFTHEHVHZ.PM ,,� 11 , 'a ;� , TAS, 20L 201AND Dy I ST OT OLS. CONTRACTOR SHALL INVESTIGAIZ AND F04ZMTD ALL LOCAL BUILDING CODE Ail ENDMENTS WHICH MAY 'a En APPLY. DESIGN CRITIRM BEYOND AS STATEP NJE,Rff1N MAY REQUIRE _ ADDITIONALS1175-F.-fCHIC SEALED EINGINFERI G. 2, 14031-1/a% LNCREAZE 114 AULOWARL� 'TRES& HAS BEEN LISEDIN THE DESIGN OF THIS SYSTEPt � I IIE THIAICII17EIT IN?NIE,1,01 RICOI&FOR THE ICDECT E6 RsTaUcru I , , HIC HIS OSET IS LS'D SHALL BE R FSPOWSIDLE RE Wi� 0 - FOR THE INTEGRITY OF ALL SUPPORTING SURFACES To THIS DESIC44 WHICH 0 . SHALL BE COORDINATED BY THE PERMITTING CONTRACTM 4. A;�'WPECTFI S.EAUQ,ErJMHEEFUNG s,IALL 9 ..". .1 � I OESE IT 7��F 0 0 14 a I LGZG DEFLECTIONS, ORSPANS =4143pleo < 2; HEREIN. CONTACTTRIt ENGINEEk PORALFERNATE SPAII CALCULATIONS AS -- 9 't 14AY BE Rff9 EgNED. I Tints TEmbEIFAILED HEREIN IS GENtRIGANO OCES NOT PROVIDE INrOPM&OINMIRCIV?IBCD��CES�V MR SITE CONDITIONS Q�RENT FROM �Q 9 2 i 0 ,,,, i , A 4 F�JN, REG T BOO CIE ONr A LICENSED ENGINEER OR ISTMID ARCHTTECTSHAL,PRIMPARE SITE EPEMPIC DOCUMEME FOR USE IN � I �: I 2 ,III 8i � .11 9 CON-HUNCTIO1. WITH, THE, COI , DEBI IN PRESSURES N07FED HEREINARE BASED ON MAXIMUM TMEO 6SURESDIVIDEO BY A 1.5 SAFETY FACTOR, M, 9 - - �U "i, - - -.,09 7, - GRADE , I OTHERIVIRE FASTEN RS Ay CLTt OF, GREATER SAC SUN S8 i67PO ALL EASTEN"I CADMIUM -PLATED 0 0 S`U E R VISa ,A 5� � - S 0 � . ORII ON�RFSISTANTMAIIRIAL AND AIL PI WITH �5?�CjrJCATIOIN 5 I TA"' Is COM Y 0 'O' r C - �1 4, 8 � 2 ME "UC '_ 15 2 MY THE ALUMINUM ASSOCIArIONI .�� PIE_ F uN ' T TV N I rIC, k5lInri�111-IiESLE .RA`L�7TAT`F,`AND/OR L�, CA L i .CODES, 24GA S-NI 24 0 AULMIRMP"ELS, ALL EL " 0 A 2 5TORMPANCI-S HAL"MOFORM TO A AE1i`S-�UR1L.UAILTrY II E STMI., G506ALVAUIZE I COOG 'NIT" IN UN M , 9 A MIN 7�4MBj� 10� ALL ALUMINUM EXTAU51ONS SHALL QE60 63-Te U N LIN ALLOY X � UN�N TEPOTHER"41SE- �r II_ TOP&BOT-IDMOMILESHOWNMAY EENTERCHANGEDASREM CONDI TIONS DICTATE PANELS MAYBE MOUNTEDVERTICALLY OR _J POREZ QNITALLY AS APPLICABLE. 12, C�NCilETrkNCHOR��40TPDH�lN�HAaS�SME�DEDTo -1 I I I NON-CRACKEII coNcRErE ONLY. IN ALL AILCONCRETEANCMOKS PER M C7 ANUFACTUREW&RECOMMENDATI NS, 'N 13, THECONTRAM RESPONSIBLE TO INSULPTE OR PROTECT ALL SIVts o1sr MEMBERS rRo" AR MATERIALS loPREVENT ELECTROLYSIS. lffi� 5 9115 9 11 ". ENGINEER SEAL AFFIXEDNERE TO VALIDATES STRUM ML DESIGN AS SHOWN ON Ly� USE OF THIS SPECIFICATION BY CONTRACTOR, tt. 0, "n JNCCmNIN_ & SAVESHARMLLSSIM ENGINEER FOR ALL COST& DAMA5E,S INCLUDING LEGALFEES & APPELLATE FEES RESULTING FROM MATERIAL 5 , � ;1 I FABRICATION, SYSTEM ERECTION,&CONSTRUCTION PRACTICES REYONDTHAT IIi , VVHMN 15 CAI -LED FOR BY LDCAL, NIA71f, & ME -AL COOM N FROM DEWATIPONS OF THIS ELAN. I IS, E=EPTASWREMLYPROVIDEr,HPAEltl,NOADDrrl6NAL - I I C"FICATZ.0's OF AFFIRMATIONS ARE NTENDED. I, ""A7IONS, ADDITIONS OR OrnIM MARICINGS TO THIS DOCUMENT lei I 1 4RE NOT FERPIMED AND RIVALIPA'Tt THIE CERTIFICATION a I If I 17. PANELS SHALL BE PERKAN ENTLY LABELED WITH A, MIN IMUr I OF (I� LABEL PER EVERY 3o FEET. CornrAMING THE FOLI-MVIN �_ INFORMATION � 1*1- t � II -ol . I I �RIDA PRODUCT"APPROVAL NUMBER � _ 2-0-31543 wft_�, __ VISIT ECALC.10131543 $ 1 0 M 10 _- A' ,R II- ��-'FK CCWT 1�'�3 ;A r5 - _ , "" � , , I .t _1 -,' ,I-n ln�.� Z N .__1_..P_.RE III . �IITII . FA___ I `� --./ IT MINIMUM ALLOWABLE SPAN SCHEDULE ��LL PANEES) TOP MOUNT I � � - ., � I � ? ., � 4 2 ei -it t 't- 9L I It I! L . I 1-4i I .- 9 i - � 13 a g:I i 9 I O ? . � � I � . . It ,i EL - � C Is � - 05 IE . i P I 1� M..d., - RI �w Head. 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' .,.�, ,", ' - __ ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, SLIT ONLY NOI MAX IFIVIN ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSO RES INDICATED IN SPAN SCHEDULE SMALL APPLY. � EN7ERANCH09 SCHEDULE RASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR -PE. SELECT DESIG N LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SIJUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANISELECT CONNECTIONTYPE BASED ON APPROPRIATE MOUNT114G CONDITION iSEE MOUNTING DETAILS ON SHEET 2 FOR IDE NTI FICA TION OF CONNECT ION TYPE), 3 'PANEL PAST MRS"ARE STUDS USED IN COMUN CON WTTH ALL MOUNTING EXTRUSIONS 1"T"TRACK,SJUDDEDANI J5E6,25"O.0 PANEL FASTENERSPACING TABLE VALUES FOR ALL `H` - ANO `W-HEADERS (INCLUDING BUTUDOU7 CONDITIONS) 4 ANCHORS SHALL 13E INSTALUEDUN AOCORCIANCIE WITH MANUFACTUREAS'RECOMMENDATIONS, 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TOAF�TPI C90 BLOCK. G� MIMMUM EMBEDMENT SHALL BEASAOTED IN ANCHOR SCHEDULE, 7 MINJMUM EMBEDMENT "NO EDGE [INSTANCE EXCLUDES STUCCO, FOAM, BF(IrK� AND OTHER WALL FINISHES WALL FINISHES SHALL B LIMITEDTO 1/4' MAX OR SHALLBE VERIFIED BY OTHERS TO ADEQUATELY TPANSFERLGADS TO HO,qT STRUCTURE 9, CONCRETE ANCHORS NOT D HEREIN SHALLBE EMBEDDED TO UN-CRACrED CONCRETE ONLY 9, , WHERE rNIBTING STRUCTURE M WOOD FRAMING, EXIST] Ni2 CONDITIONS MAY VARY� FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERSr NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE-5, 10, WHERE ANCHORS FASTEN TO NARROW FACE OF 9TUD FRAMING, FAS115NERSHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4" (MI WOOD STUD (31," EDGE DISTANCE 13 ACCEPTABLE FOP, WOOD FRAMING). WOOL) STUD SHALL BE "GOIJTHERN PINE" G0.55 OR GREA7 81 DENSITY � LAG SCREW SHALL RAVE PHILLIPS PAN HEAD OR HEX HEAD. I. 1� REMOVABLE ANCHORS ARE. DEWALTPANELMATE,ALL-PONTrSSOLID�ET&�A��SHING L2 M�NE SCREWS SHALL HAVE 112- MINIMUM ENGAGEMENT OF THREADS I RM THE BASF CHOP AND KAY H AVE ETT 13 'Im MU M ENBEDMEM AND EDGE DISTANCE EXCLUDES STUCCO OPLOTHER WALL FINISHES. 14, = DESIG NATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE USES, 15 * DIRECT MOUNTINGOONDITION5- to LINEAR INTERPOLATION IS NOT PERM]TTEL FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET PIS E ; I. 1 '�4 14 V I .� '. :, cam I , .��u - I I I 9 . 1 M, 2 1 .1 , J;9 Zi V rL --� , , It I I I � W I � I 11 . I . ,* t ��, � V) � U , LC3 0 1 U i- g � 2 i� �. -C --� ,- N I I =) I � g " � � = N::r b U1 52 �! I � § r 3 �E , T I U W � �2 2 UJ 13 X: � < _J 0 L_ U) CDL 0_ < (1) _4__J 0 c— =3 -0 (no 0 L_ 0- 0 a) = U) M L. M =3 LLJ � < Z Z < I _J n SHEET NO. SH 1 .5- FT_ [r----,F--------F--F- -7 —I