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Home My WebLink About6408 Beverly Hills Dr3 v x m rn LO V) M J 0 1 x m :r rn LO ro- CLO 0 I A L0 c a N N a E a E 0 v N a ri 0 UI U C.l CL CL c 0 U J 2 r7 ZZ LO 0 0 a N 0 LO iu 0 Cn m v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B1 KLM Sl�I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS --- --------- -_- 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS — — --- ---- ----- --- - S5 DETAILS SS RETROFIT DETAILS__ D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 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 0 a CD LU 7 ,o a o m N C3_ -°= C N\a E d 4 a6�C�dfq,e I '� �y��.4iii N f 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a aE g N8. a ® M =�a0 Uhl F- ui Q 0 0 U) Qj M co J W J LL LL a EL Z 2-m v z lZ W w=3: o `v o rn m Z IL LL N M Z Q- ZN OU U)W r-1 11 z o g z z J — � in V) M 2!!Q) U' 0 4—, f6 R w � a io i� V't • V OW g l/1 � C) gi J allW �- - E 8 mie U 3 C ) ¢ 0 e ®Q sm O w Mz M O LL- � E o ❑a m I... r0 _ ¢o R coi 00 o a O E r0 a¢ 4 Z i Z W W L Q O 0 ro U)� z �Y m O z'. Z J wm QW to �3 N a 3 0a<0 a W a ?� U �� ao _. O wI }a ti 0o = �C LO LO m co N J T m U) 0 m N Q 0 c„ I o 0 M \ T � LO < � r E w "E o z ca Z E M n E U JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. C S rn L0 C7 C14 C) LO U1 :::i 0 -0 -0 -.d- r") C4 9 C,4 f.0 C I :) Q& Cr C !;;I C) CL E E 0 9 -0 0 C_> P Q_ .2 01 -2 r 7 X) 43 C'4 C=) QQ _V 55'-10" 1'-7",, T-7 16-0" 3" VERIFY METER V-4" LOCATION WITH T-O" BUILDER H.B. wow LM T 11011111777771 I*Ftj I I I I I I I I I I I 1111 14=1 I I I 1 111111111 110111 A 111111111 111107111111 111,17W7M Ill 11111111 I F ------------- OP I 0 0 5-SH c� r6"�DP�-- R&3 ------------ VERIFY LOCATION 2,.- ELECTRICAL PANEL _'VYP @ rK L Li N E 11�Q_ CD 0 S4 )GARAGE - OWNER'S SUITE 0 CD W.I.C. BUILDER TO PROVIDE APPLIANCE PROTECTION OPENING rB FD 8'-0" CLG. 1'-0 CLG. WHEN REQUIRED PER FBC 00 CARPET TI E C? G RPET 7 L 2 CAR GARAGE 01:u) CO W C? 17 I i 1� ;m_ - T-8" ca I CC 8'-0" CLG. 8. 20'-03' /8 F-10" ,6x 2668 M 0 "*��EDGE 0 HANSON 0 BOX @ 36" OF SLAB 2" 1 0 C? 7 A.F.F. BEYOND WALL I W �0 60"xiF_ DRYER VENT 4) 1: uJ N SHOWERI. HRU ROOF-\ 1 > _WS - - - - 00 CD F4) (3) 2x4 #2 SPF w/ FIBERGLASS 0 04 C, DTT2Z @ BASE aURROU� D I A I I I llil� -1 171 '1 I'l T11 TYP @ 1 STORY OPT. D rA 81 5-1115, 1 1 4'-0" 1 S3 IX NOTE: FINISHED WALLS TO BE cle) AHU FLUSH. VERIFY IN TILE _U C (3) 2x4 #2 SPF W1 3C3 G.T. �8 38 DTT2Z @ BASE-----___ FAMILY RM R.A.G. LO 2:12 VAULTED CLG. 9'-4" CLG. CARPET nyF:: 3068 zo 9'-4'CL ENTRY to 23'-8" LO 3-110" 7'-8'# 10'-108 LO 9"-6" 3 8'-0" CLG. Ak or HDR AT T-4" K I 111 lip R&S loo 19 --177]1 Aoo R&S 2668 - - - - - - - - - 7 7 4'-0" all 1 V-73' 6-10" cN 4'-7 8'-8" 5'4' 14'-6" 5 v T-6" 5068 B.F 4068 B.F. LO _T_ OPT PATIO CAFE REF' BEDROOM 2 co 1:0- Z 6? N U)_ z 0 1 Cl? W L----- ------- n 0 W F - I --I - . . - 8'-0" CLG. BEDROOM 3 BEDR80M 4 Lw COO 6 VAULT. CLG . I-_ . D.W . CARPET 8'-0" CLG. A 8'-O"ICLG. W 00 CARPET 00 < > 3L 24 _ J 18 .3 CARPET - "'ILE CA PET SII`IKw1l)ISP 7 21, 7 21'-2 <Trr�HETT_ 1 2-2" u Z-12" 10'-4" All, "I 2'-4 5'- 80 (b APAN-T RY lu� C� 00 Io5 I 0� rp 0 TYP @ 1 _V kULT_CLG_ TI E i 17 I m 1 0- to CN4 W F_ CD STORY C? FLAT C LG. Lo= ---- ------ I 36 36 00 5-SH S3 16" DEEP 7777111111001111*1 111177W711 1111117114111111,11111 IN 111111111111 im L5 P4�o 25-SH I 111011 1 17 11111111110111111 7= "11111111111111 I _L 25-SH H.B� EGRESS " EGRESS 9A S3 0 S 29'-8" 15'-10" 19'-6" 66-0" �ol HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2XII 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVIL 2,01E Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVIL 2.01E Fb=2950 (2) - 2X4 #2 SYP W1 1/2" Follow QIS4. 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 REQUIREDSTUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 JX 25 4 S.H. 13 20 X 381 18 4 X 37 J S.H. 14 20 X 501 184X50 S.H. 15 20 X 63 18 JX 62 J S.H. 16 20 X 72 18 JX 714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 1113 27 1/4 X 38 J 26 x 37 1 S.H. 11-14 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26 X 62 112 S.H. 111-16 27JX72 26 X 71 1/2 S.H. 22 37JX26 36 X 25 1/2 A. 23 37JX38i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 364X62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52J X 254 S.H. 33 54 X 381 524X37i S.H. 34 54 X 501 52 JX 50 S.H. 35 54 X 63 521X 62' S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 equiva en app ie o garage si e. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2"Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 +28.31-30.8 (d) +28.3 / -37.0 J)I +26.6 / -29.1 ICF)l +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 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 WALL LEGEND 111111111111 = MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FA FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11IR-13 KRAFTFACED SCALE: Y4"=V-0" I (GARAGE / LIVING) C= C" C= CJ C, C:) cu Cp LA - co CL= M E_ �CD C2 � 4 U _7 B, ii cc M, M E U J�' J C', 6,0,1 E 3 s To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. 9) W AN AEk lot E c�, co 'N C� C5 c: C? u) F- t-- N 0 0 LL LL ui -6- EL 0 z M cc 4 9 ca N 0 W 0 ow W M co .1 co LL C14 6 � I)) z L) U) I&I El 11 M M M N M < U) V) 0 4-J LU Cl) C) 6 E WIN C) as 0 481 C-4 M 4 W z LL_ C6- E E n 0 z < 8 Ca 0 z C1 C=) E R 00 ") 0 � 0 < X Z C14 :9� =3 U) < C 0 -0 z z z �O Cn z z 0 z C) .0 C=) co L X o CD LID LO co CY) -1 C\1 Icy Q 0 9 CN M co LO Ir- 4_0 < 4-1 (N 0 0) C\11 M 0 b CN < CY) LO E 't 0 z M z M U) E E 0 0 -0 < JOB NO: 22-06472 SCALE : AS NOTED SHEEr NO. l�l�livo VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE o CABINET 00 o Z O Z O � CV � MM Mcco KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER CN FIN. FLR. KITCHEN 0 80 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD ri- TOWEL BAR IN TUB OR SHWR. SHWR. VALVES a— C° SOAP DISH M O TUB BATHROOMS. SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS / LAUNDRY 0 M �t 0 CV 0 OPT. REF. Q KITCHEN BATH 2 0 00 O r MIRROR 0 0 OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O o FINISHED CABINETS COUNTER TOP 30 H BASE - CABINETS 00 00 00 LL o , 10 a- O 2x in 00 ' FRAMING O O O I— "' 4 1 /2" GYP cv iv CV �? BOARD FIN. FLR. '- FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=1'41 11 IL o c cc C-1 m X d Q ha "s c � u m a a. u. so'i% � y 96r ut�ttiae 1(f '. ti U a •w ^,9' by'i 'e A• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MJ W a �E 0 (� 0 o N C 0 n .0 N Nro m 7 � 04 0 fri Q M 13 0 Co LL LL W o�n i:E- ZL cc -nrn a S -C �o tu 02r° W z LLW ' w N N Z Q J Z O U C8 W 011 z N O C � o Q v J — N 2 V 4-1 W © m V O N W g c w W V ) h u' O c S o N O! r` W M o Z Q � LL- E zo LL o oza Z� a� E 8,�. g� o a UO (O 1ao� CDh ¢O X¢ a �w .o Zz - JCn 18 a ° <W N 0< zz 30 > LL a LW W ou i=3 w r o w< >° a V z¢ �3 �O 0 = > Cfl LO LOco I— L M C4 (V J T m m L0 �J T QI i-+ N cr) r N LO LO o cc M y 0 CU 0- E 1U ¢ n JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 2 8"x8" SMOOTH TEXTURES CORBELS 1 " x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 HEEL M F30 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS ao FINISH ON C.M.U. (TYP.) 12 ;;�5 c, F.FL.----------- l�J--35SH------------- 14'-0" RIDGE VENT 12 5� 3068 12 12 7�5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS -70E 1:11E: 0 1 ) - Fp] F F7 FE7 (D - - 7 F1 71 1:1 D El 0 El E +3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION - B1_ 12 �5 T-0" RIDGE VENT 12 5 LEFT ELEVATION - B1 rr_1 r-Orr SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REV. 09.24.21 N � 0 W CD �► ri e> c to to M �+ 'M CO CD v } Am 41 vi ae Cs. r •: h. s f - s- f .. yr•- Aq V.A z 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 1. W 01 E a 8 8�rn ro� N O LL i�l'ip Qj M 'ct � J LL W 0 �®ptr V JLLr1 z —arn n o w O �i � 'Ry N C_O W 0 CP m t- as N M Z Q - LL jp N OU 0 W z W ❑ ❑ � m Z � N M =.B o �N ri 4-) es r b a m '� • V 0 LU o U � W J - _ E t6 ul r n C o ® o Q N 0 6� O w My¢ r7) o z E W p NO } N O Q O uz z® oa IT g X� DO O E z �Q azz N L ¢z �W mo _ C N� z � ZF cu m a W tiw o¢ go 0- LL a C-) all �3 JzCD Q Y w� K as A O N > (Q n ' r / ^�LO CL L F— co � T N Cr Y r M m LO Q, 0 N O O 0*)N Q LOLn r o Z ca z E co n U Q p JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 3.1 12 4' T" OFFRIDGE VENT 4' OFFRIDGE VENT � 55 SHINGLE OR TILE ROOF PER T COMMUNITY SPECS - INSTALLED PER -- - _ — — MANUFACTURERS SPECIFICATIONS 1 35 SH (2) 35 SH ---------------------------------------------------------------- I 6'-0" 5068 SGD REAR ELEVATION — 131 14'-0" RIDGE VENT 1 " x 9" SMOOTH 12 TEXTURED FREEZE BAND 5� T-0" RIDGE VENT 8"x8" SMOOTH 12-- -� 12 TEXTURES CORBELS 5� — 5 SHINGLE OR TILE ROOF PER _ _ _ COMMUNITY SPECS - INSTALLED PER — — — — — — — — — — — — MANUFACTURERS SPECIFICATIONS — r -- - T.O.M. — — — — - - — - -- HDR HGT. -- —-------------_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1'_0., , 0„ 1.0 TEXTURED CEMENTICIOUS TEXTURED o FINISH ON C.M.U. CEMENTICIOUS co 00 (TYP•) FINISH ON C.M.U. m (TYP. ) F.FL. ------------------------------------------------------------------------------------------------------------------- +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — 61 CALE: 1 /4"=1 L-0" REV. 09.24.21 a a Cn 16 ® W O L' L CD r0 C"'9 CV M LL- �. i CU t.- N C. ,W . i W co Cs To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E Li 0 .- W N N W V) r = G ' N Q co J r W LL Z CLL J L, ' (L — : ° sa9) o W w o `°N�° Z LL ,W° w Z a � N d6 o Z W oa v co Z N O z � N Q Q C1 � M N z LL Cn o a V O �(n N w o C N = ) co �— — E Q 8 ze _w ai C W d Q N �� O w M o J � flo ¢ zo Zo z® oa CU U o 0 O E d p o tt Z N4 0 Gp �� m� oz 'aw z aci J g N ? T ? C Fm y< LL zz o � U a �w W W a� �3 J Z F O O uW z¢ >'t ar 003 N O >� ^ u '/ L0 rn Q c� � co M � T N Y M W m ai O N O o LO M r L r o Z ca Z E M N W a E U w Q p� -j JOB NO: 22-06472 SCALE : AS NOTED SHEEF NO. 3.2 I i rn L0 L0 0 c 0 .o J n C) 0 1 N i m rn L0 L0 L 0 0 J 0 I N LC L0 E, 0 r� 0 1 O i n. E N E O S 0 J LZ y v c v i i 0 0 ov J LZ N O v7 ai a 0 0 CV IE 0 a i= m 0 rn 2" 1„ r- Cl) cv 2" iv - CD 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQURED BY ^ COMMUNITY SPECS. IF NOT, �� DETAIL TO BE 1" 2" OPENING VARIES 2" 12- BUILT W/ STUCCO. EDGE OF OPENING 1'-10" -- rIN ^ iv o TIN M 32 11" 32 1" 1" 12' Li 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 22" 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1 -54' VARIES VARIES VARIES VARIES BASE 78 Mla TIN _tIN r O CAP iv CD 1" 1" 1'-0" 1 1,4„ C!7 CV BASE 4" 34 4 M1� cz - MIS 31, 4 4 42, MIS N TIN -4 TIN 3" 3„ 4„ a / 2„ _ M� Ecv" VARIES 12" 2" 2' • JN T 2a, 4,� • 12' ' 3„ ZoE *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" 6„ -- --- 0 N w 1-1/2" THICK U)c All 1-1/2" THICK 21" 4 - -v IN TCi 4 zN IMW 4„ - � 101, 10" 6" N 6„ IN V 2„ 4„ 3„ " f2�1 =1� �-" IN T00 � 2 CO 1-1/2" THICK 2'-4' 1,_10„ 1'-4" 3„ I A N Q� --�k �2n . fill. _ M - ^ �Z: "N 1' S„ 52' 51" i I 3 p� �Q zj 44 VARIES VARIES — 4„ 8„ r--------- iv i cV 00 co R6 *--I VARIES VARIES 32 KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" 00 c KEYSTONE F11 r` OPTIONAL 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" GV fV Zo Rg4r, `r 2 VARIES 2" 00 iv 1 1„ P39 1 " o 00 O M M r - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 10„ 1,� , 10„ n "0' i 3 1 11'-6d' " 4' 14 0 e tV 1 ° 12 54 2'-1„ — 1 12 ---5 4 7" _ R6� � 4 1 -4 • iv iv 1" (V I ff�� 11„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH cV ID Cn C. ® " a' co a _ Lcc a o .a 3 � m v N N N M L[') 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 04'E a 0 Vao 0 •� 00 y s ODD h 0 N M� Q C J # LL L- J u W 0_ (6 C 13—Z --6 V 10 a L @ O i £'6 N G_O O W in�O'O. of m Z Z MIL N z o� 0 Co W 0 ❑ CD Z N O O O $ Z o < .1 d- n n Mul z a ^, o W LL Gn '�'�• U O —� o w N c U) U d m �— — E I I O � Q C a N O o �w M M w¢ zo z Q J' cu ca-o Eca z a wW o° Z� aN �® z O M xo0 a4 ¢z �O o &� ww GV - . wo a o 2- W M C g Y m'. ro 0. z J ¢° ¢w zz 0 oa go N �_ 4 .0 w W U ao �K Jz �F 0< °3 0 O L LO u , rn co co Q co N Cr Y T M W 07 L0 QI O N oT � T— V/ co ai E d' Z cc z N E cocc a E -a w U _j q O JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. F1 3P- 5a5a LLB Sin�1t� �So,,w;lt�� I `136 sc�P (o y0g Px�,�er� yips �r tT LO v x m -:t- rn LO CrV J 0 I z m �I- rn L v c 0 M C) LO N i L0 0 cnn 0 ZY a N N 0 0. E H E 0 x v c J N F U v 15 UI y U 'o a- i CL. 0 0 J 2 LZ ELECTRICAL SPECIFICATION 150A/200AINDOOR PANEL CENTER NOTES: I1 10 #14 to lights & outlets V NEMA 1 01 #12 to appliances and GFI v ,/ \ v R ELECTRICAL CONTRACTOR AMP! [,A 250 00 AMP #10 t0 WH / I MUST VERIFY WITH THE #8toRange f / v SPECIFICATIONS FOR THE TYPE #6 t0 HVAC �P OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER S�OwE LOCATION PURPOSES. MAIN I 50=2/0 200=4/0 in 2" Conduit 311 2° 200amp n 150 amp 3U UNDERGROUNDjisconnLectSERVICE BY POWER CO.INTERSYSTEMre Cu Ground YqBONDINGNDING WIRE TERMINATION PER WITH CODE APPROVED VNT NEC 17, 250.94 CLAMP PER 250.50 AND �V (� R 250.52 OF THE 2017 NEC. y t 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 FfF DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET =21- DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH j4 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 Q EXHAUSTFAN lQ EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER A ELECTRIC PANEL —Mai DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER L/LL. 1%, '%I LL/ nLIJLr I1_V_t_L FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCATION WITH BUILD R WID H.B. r—t GFI I ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" he e.a o CU L .0 K—% •� LL X c GL est, W cu a ' U W '. in p, U b. N N 0 N M CD 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N IW- CD 121 € 8 V C � c.0. S «� 3In �ti0� M v/I M V C *k lL LL �0 J L J L V- S w � a Z 0 -� m c a z @o__ C� o W A�pjO� m w l ` LLW N Z Q J N OU 0 Z W W El El N C� O N z � � a V) - N M z N o 4 f6 W � V OL.Ug Vill Ly N f6 F- U W W t 8 I z c U) Q m o w M o z 11 OO ECU w� 0o ui ? Zo aR Z® as ¢ �o � < O E O i d o < o az J 4 Y Oz mo OZ Z Z J U �m < a QW Z N o ¢ Z ga O ;? 3 w W U z� <o ow xF �_ �3 CD CD<a J Z = H c� �o IIIIIIIIIII' O ww zl< dF a 3 L , LO Q 0 L_ It co � T N Y � Y T M W m V) Q� O N o 0 T (V r T Q LO � w O ca v M m m a •• U -o Q cc CD JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 4 I rlil��F ;.m. to ni 1111 L..!.mi .I:N m.r ... ,:: ,.:.i_. �I:.=i--T.�� I II err— � ROOF PLAN - ELEV-B1 SCALE: 14"=l'-0" N N 0 N c M a 1C9 s n ® C CO f 3 M CV -- a : m X LL Oe H C N � w W A as CU_ c E L n _ Y Yam.-• n � � � `� ••p `* n1 �x•a a 4- F '� .' � Zq e•�«d�,*� / NII to sr;�tti C�:g e° 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. MWM W a E V G 0 m =�ao1.0 �nr Q N M tY' 2S2s � LL LL J 5 W J LL W 5 , a Z CL m crn ° W 513 •_� 0o Foi N � 0 02 - m W Z IL 'o W 0 Lo NZ d V J k o0 a z W C)� Z N M O � Z � Z o d n Q ;? n- ui N Z v � o U� i--1 N LLJ a a1 V 0 010L N w o � N M S .. C/) w J F— — E ? _ = d ¢04- s M o W M M z2 O SS Zz a Z O s > R Q N Q Y E v W O 20 ❑ a C6 <o E XU W� 00 0U Oq a O< OQ N ¢� w0 G WW d' J W� 'a ro ❑ Z O Cy C N OW z z __ N Cn _2I � �� aw �m N o< zo C Q 55 N W W U 3 ag O LL �k H O CO z°O< a `l Syr �Y LO LO � Q Ccc c CL co CY) CN T C r Y r0 U U)`V A , m m LO T a-0 4-1 M O N .Q N 0) r � T N = 191- o Z Z E M y M o .. -� 2 cc JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 5 3 x m rn L0 `o Cr vn n 0 I N / s m rn L v r V) O Q ro C,4 to 0 I A l0 O a 0 0 3 Q N N C E a� E: 0 S v J N LZ E2 V �O 0 N C1 N O / a 0 •U J N LZ N 0 ui 0 a N 0 M 0 Q v' cn C C d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P,S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I, SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 1'-6" 5'-7$" 6'-4s 6' 0" 6'-0" 6 0" 6 0" 6' 0" 5'-23" 7'-1$" 11'�„ REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 4. 15'-0" Wz U.N.O. VERIF METER °-v j a A LOCATION WITH 3'-0" S3 BUILDER H.B. _ -- _-----� -- =: �-- -------T: -------� , +-- ��---* I VERIFY LOCATION (VERTICALS Nzl=��W 4'-0" 12'-1" H , / "' ELECTRICAL PANEL w/ in BUILDER TO PROVIDE FILLED CELL 0'-Y 1 : ; I : ' 2 _6 APPLIANCE PROTECT ON I : WHEN REQUIRED PER FBC 35-4" S3 � I S3 ; CV 2'-74" 4'-9" T 4'-10" I EDGE OF SLAB 2" q CJ :: -GJ (: BEYOND WALL CJ Q, - - - - - - _ _ _ _ - - - -� ' 5'-3" 1'-10" 3'-6" I� N r I r✓ I. N �; I 1 �..==.=--- =aF---- (2) #5 REBAR I .......... �� .. �' -� _� 1 F MTa VERTICALS w/ in I — v I -1 : I OPT. W I I OPT. D -3 1/2" I in FILLED CELL - 2'-6"x2'-6"Xl'-0" FTG G ( W/ (3) #5 E.W. S3 r- • . ��.��._ r._ _._ _.� �� I L-J 11 - �----�L---- f: � 3-5" SLR I 7'_1„ (2) #5 REBAR . , : F- -6" x 2-6" x 1'-0" @ 1 STORY N AHU VERTICALS wTYP W/ (3) #5'S E.W. U.N.O. ici S3 Ain FILLED CELL CJ-� _O 25'-102 8 .... 1/j ..— g1-58z' t .....I 2'-6"x2'-6"X1'-0" FTG / W/ (3) #5 E.W. - I L I 3-1/2" MIN 3000 PSI CONC. / / I C? eo INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / PROVIDE %2' x 9 %2" 11' �� SLOPE ( S3 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i / RECESS FOR FRT.POOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk66NC TOP OF CONC./ PAVER 0 BE 4'-8" T-8" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 *11i 01SQUEEN 0'-0" 4"BELOW FIN. FLR. .1 ....... " : ■ IHOOKED FTG. DOWELS 5" EMBED VAPOR BAfjR t I „ .......... ............ ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 / / // : ...................... :::.. . 1 ' ' ' ..., .......� .......... . ISTEEL" / / -----,----- 4'-0" / i / / 16'-10" ' .12'-10" o STEPS AS REQUIRED PER FIELD I / / / / KITCHEN ISLAND / / i / / LOW WALLS nr='=='�; III I. • I11 OPT. 1:: ... 10-104 CONDITIONS C/ r --- --- -� cJlll REF. I:� ICJ- + - JIJ • - - PROVIDE D" RECESS =_- --- --------"- _ / / - - - a _ CHASE TO ISLAIJD - - - ; ; - - - t - - - �I J JI� ° - - - TYP@ 1 FOR SGD. REFER TO / F �r III 1 I STORY U.N.O. c� bo L S3 MASON'S SLOPE FOR I WIDTH I I Ilr I D.W. 111 �� II �� Ill I L JL J :. o-� ''" I ! I} 1 � - A N o ' I M LL —_ JL_------ I III in in _3 1 /2" I S3 / I i - - - ✓- SINK / DISP :: • . :: r I j 1 I ( (_ — — / / 16' 0" 2, 94„ 6'-10" ..... 1 :: �, :: 1 III 0'-0 ■ ■, I I 4 l o AC PAD '-0" ✓i/ HVACCHASE i / / BASED ON LOCATION A r 1 _7 ! - 0 ; I( 1 H.B+ 5-4" 1,_95„ 3, TYP @ 1 STORY U.N.O. A S3 2'-10no " 1 5'-11 FOUNDATION PLAN MONO - ELEV-B1 CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N CP �.� > W CD c ci a m c � d y C,NX _cC n-. m 6° C= , � E it r Gw ct,' e. �'rrr,yf.,f ',t evg�€,BAR 346� 9'trr a• c To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 'ItE 0 4 co � dJ war°° U u / N O # LL C J LL w LL. LL S a. �Q Z W w A, O o co N Z U) T m w cc N N Z Q✓ Z N dU v W OD z N M O O � o � ¢N J a_ N N N M z CD o u- +-J C W `� F U N W o � y c� W J L! O � t O sN r` O J W Mn M o z Z a 0z � 0 19❑a ui i ? tca ..a n7 X oa 00 o� C> ar Qz 0a Wz N L O a Z ¢ w m B CY _ C y0 O ZF z J m>Z zY � U) ¢� o¢ z go ¢ d ww WQ U ap F_ J 4 13: Oco C) w zla 3 O Ln ' / O m co cle) r W m ¢I 0 N O N r � LO Q T Nt Z cc Z 0 E co - U co a U -j ¢ 0 � JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 6 3 v m rn Ln L v v M r J r c`}o O I Cn S m L0 LO V C Cr O Q M cJ O �I co 0 1 N Lf L0 L LT 0 rn 0 FU- aN CV N a E E 0 0 c c J N I.= Fn U 0 0 C� N O CL c CL rn v J 0 LD ai v 0 O d CV CV O LO as- Q m 0 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] 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 -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: %s' EXP. 1 (24/16) or 1732' EXP. 1 (3316) TILE: 1%2' EXP. 1 03,$) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113') NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15'2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ys" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" X. 13n,l 1 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2"' Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 115DSINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8- 10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *°* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 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 (+1- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=V-0" no c CT' Q ti a� v; c�-a 3 a ; ai. a E.. c ,s T.Ft�edRD P:.i . r. t �0 W f;::'. 9 �> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W cEE Q o O N O N v ® W Na 1 7 LO du�IL �Nno`�- iYt/ C7 J LL w J w w d cum Z co mrn a t 0 0 fCV (O 0�Oj° m w Z NO Z� Z d J LLW Z 04 OCO U U W OD M n O 00 z ZrDZ N (o Q d U7 E3 N IW M 0 z a v0 11 � � 0 w g f— m U c W J Ee 8 sl S 2 U o N i14 -IM r_ co W M ¢2 �oF z i U N E `;o Wz s >� ♦— ro Ro 0o U z — N O ¢ ¢z wo O aZ L Fio Wi z Y mo O z _ ZU W .?. � Cn Uy�g a tp z oZ oE WW � oii =3 J CD Jz c O �� CD OV w� zc a a3 C O O i r✓ L N CA /"►. CU 0 M j r Y T CO m LO QI O 04 o NoLO � Q LO T E Z Z y E00 N cc a E U .j Q p C JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 7 -I i I I I - � F I 1 3 m Cb rn CN v c M J r- h Co 0 a m LO 0 C Cr 0 Q M r CD 0 ri LO iv 0 Cr im __ QN O d E t° iU O x N U 0 a 0 9 N N 0 6 a N N O u7 0 Q m 0 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-Q630.16 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 verttcal (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 Al &WNIIIIIIII i 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ; O © © 10• 01 10• O 8RF14-1 B/1T 8RF14-0B/1T © O 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`321 B/1T 0 Q 10 0 8F16-0B/1T 8F16-1B/1T O (� O O �J 8F201/-0BBf/1T 'V FORM do GROUT SOLID J U 0 15 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.TS. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. L QUANTITY OF L6 WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° a 0 a ° G .M.U. #5 REBAR AT TOP a° a GROUT MIN.(1)REQ'D- ° - > 1.1/2"CLEAR d d n L . ° 5 REBAR AT w ¢ ° = rp w V a) C.M.U. ° O BOTTOM OF Z Lu 0- (0 - 1 4, - 0 c LINTEL CAVITY UJ uJ toU G -BOTTOM o (Lr, o 0 - " � �. c, REINFORCING Q ¢ OCo 7-5/8"ACTUAL PROVIDED IN LINTEL Z W m > h v ¢ _' CJ �: �,, ` #5 REBAR AT BOTTO ' NOMINAL WIDTH (VARIES) r~n 9_0U) Ira _ G"a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1 r-0" N C" c , o , ® -o e' co -o > u:r o t o Z L; a� C� N - cc Cc d o <c W N a> o Y �:. CD -0 cc n W EL E a i O �o9 i. 4��Yeds2�At `a 0 �^ � ° • Y� t �' T rY ' fir^ 4d�{�g�{gyp. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 WE a o M8 � N o 0 N in ti Z No s2 y J / \ LL J 2 W C 55 J LL LL D I n Z C f6 �O Z W Sy O o' O IL Z LO N Z ¢ J ZN OU � W ❑❑ M C, Z N M 0 00 Z ro Co Z ti Q J N - N c+� z � o {� w 20 � U O Ln Ln w o Ly N M V c w J �-- - E r� C) c m d N m eQ 41q C w M co i 2 o i Z a LL E wo Q� Z® E �O O a UO Cd I- C O O E O N t ap =z o ¢z ww �o m� Z z U 'O OZ Z _ C: N m Q W N '••I 3 ¢ z z N CL 0< ao w K0 �o =r rye o z w O co 00 zl¢ 3 O LO �-.LO Q CU co :3 r N Y T co m LO QI Q N O N T cr) QLO T- E Z ca Z E M ri U U J v t0 J JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. 8 } Fn LO L0 9 C14 r__ "d- LO LO 41 0 Cr LO 19 C� C14 C, CL E LZ P ,(D ff, L7_ C14 LO cm C�4 C14 Ln 45 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 (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TIMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1� 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2, ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2, ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1-1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M,U. BLOCK: 55 PSF 2,1.4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1,6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSIF 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. SIDEWALK AND 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1,1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ks! 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1. 4� REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2,1. 3" 2" 1 Y2" y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF V MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 19'AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301,2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 INDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL WALLS. TYPE: 5B STEM + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS - 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL COTSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" *4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8*' SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.Z SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8 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) 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 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 - 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 subsequent installation of traps, etc., shall be made with rmanent metal or plastic forms. Permanent forms must be P91 eliminate the disturbance of soil after the initial treatment. of a size and depth that "I 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cincrete oyerpowf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department b a licensed pest control company before a certificate of occupancy will be issued. Tge 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. C= C" ;W Uj 0 cc C_;, C, M C14 .12 M co C14 -T tw W M 77-6 c) v1v j "j. .0p 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W gt E m 8 N ':� 6 - , 0 C 0 00 a) '? 10 r- N C) M ',r Lt - . _j Lu M LL U_ CL _j ul z :� 't c? :2 -cc C�j 0 0 W , 0 0) Q� W 05 c� z -L0 Z� 0 co U0 04 < of 0 d L) < z 0 co W (D co U) V) .5 (D 4-1 Fj 0 LU U) C) LU M - E W U) co old C�::> CC> Cl) z< U_ ce E CL 0 E z< Z@ 8 cc 6 F_ CL E 2� 0 � < Wz 00 � 0 z z cli 0 W =, < !z ox z C C (1) . 0 1 Z, < Cn Cn 02 10 0 0 zz '0 CL < W '0 .0 C:) LO LO < 0 co M :3 N CNI CT- . Ix U) 0 M L0 C14 0-) 04 b Q LO CY) LO E 0 z M z =3 E za C: a E 0 '6 -0 cc 0 121- 0 JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. S N z S 0 1090 LO 0 Cr C14 C'4 ED 0 C14 co LO LE Cr C-3 C14 C14 E E 0 < < C3- 0 q -2 ZZ LO CX. C�, THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ...... ............ ....... ..... .... ..... . . ..... r%,a. ............. ..... cc ................. ...... ..... ... .. . .... ....... 16GAxl-1\2" LONG (3/4%1" CROWN) O.C. VERT BETWEEN V F'..'114X. 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6' ......... STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" 1A STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) V METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 101 -011 TANK -LESS W/H H C G 000 C:) STUB-0 1 1 L = a -1 51-011 UTFOR -011 CD -1 0 GAS METER 0 41 _I Lo 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'v (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5-1 (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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIeJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 90 2.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90' HOOK BONDBEAM F LU < 0o CONT. #5 > STD. 9 L CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below, SECTION @ INT. BRIG. WALL N.T.S. 1/8" min 2" min. 2" ' )Small gap " . 4 max. 77 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 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 I S F; required when indicated or 4" . 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. higher th— 1 rnfllh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional 0 consideration. Check local building 6 code for appropriate details in One 10d box k areas=20 of high or�21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum)--/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Irp-I" 1110rl� nnil, nt A" n Provide adequate bearing for each lappedjoist. Od nails SECTION INT. BRIG. WALL N.T.S. X-1Z . MINIMUM SPACING 2x GREATEST K CKOUTS) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, (KNOCKOUT EXEMPTS) (see table below D (see table below) DO NOT cut, notch IK 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 I meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 'J"u I ' Use I Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A%" ROUND HOLE 6,7`6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN MAY \-DO NOT CUT HOLES THE WEB. PROVIDE AT .7 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. Web Stiffener Fastener Schedule Joist Bearing Location Series F-Depth 1 End Intermediate BC15000s a 9-1/2" 1 2-8d 2-8d -1-14-0-T-2-8d 3-8d 5-8d BCI 6000se BC16500se 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 1 9-8d 5-8d 1 6-8d BCI 90se 11 -718" 3-16d 3-16d 14" 5 -16d 5-16d 11 1pri 6-16d SIMPSC w/ (22) NAILS 1 5/8,10 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T,S. JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL _4 i MIN MEEME Backer block (12" wide min.) 11-111-111-11 I I III 111-11= 1 11 Nail with 10- 1 Od nails, - D3��= nstall tight to top flange. .4' SLEEVE THRU STEM SEE PLAN FOR ....... 4� Z FOUNDATION INFO 4- STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. /Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height to ,eir requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. S EE PLAN A A 4 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFTVALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT= 1015# 10A X1 1/2' D 151 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0"---1 CENTERED @ PIPE PENETRATION I 4 4 Itl I M I 4' A 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" @ P PENETRATION-\ CENTERED I�E A PVC OR SCH40 SLEEVE r- PLUMBING LINE 4/., z 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 Fl- 4 A . 4 4 4 'a I__I I M I I= < 4 SEE FND. PLN, SIZE & REINF. C" >< C.4 a- E V VL 1Z % S a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 't E 8 C11 6 co: 10 0 2 00 0) Cq *-3 C9 Lo 0 F- r-- � N 0 ca U_ UL § un, 2-6- Z 76 13 0 i .122 C? 0 111 1515 - �R 0 02'M 0: W co 11, 6 M z - C—N Z LO co um us Cc) z 0 cc W EJ 0 < U) V) Cz Q) 0M 4--J UJ C M 0 C� L11 un LU E �J C21- (n 2 < co co M _J E za 8 z 0� W, (6 C1 so Q 0� z CD E Ez �z C/) C 9. < O� '0 01, z z zu _J co (n 0 �c �- 0 M 2. , z � 0 2 0- �0 < '0 Z W C�) H C:� < F'ro mi 0 < 0 C) (�o LO LO T 11 M co CL cle) :3 0 M LO Ir- 4-1 < *_J N 0 0) C\1 0 C) C14 L0 cr) CY) < LO T_ E qzt 0 M z =5 i4i E CY) Cn C ca E 0 '6 -5 < JOB NO: 22-06472 SCALE AS NOTED SHEETNO. SN 1 z Tf (71 q�, Cr Irl) �:4 C14 CD Ln U-) 41 Cr (n C) LO rr C0 E E 0 �O -0 -2 r 7 C14 C'4 C=1 V) 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" 0. C. W/ (2) 10-4- (R302.1 1) FOR UNDERLAYMENT 16dTOENAILST&B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U�N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ::E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" -\�\ FN 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE. METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co FTH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO I> c? BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE Z(TYP.) V P71 ARIES KVUb.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION PI PV VAPIPR4 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE LUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7 O.C. EESTRUCTURAL SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER - BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID WIGROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR ARCHITECTURAL INISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Uj /-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 co 6 MIL VAPOR BARRIER 4 :2� I> C14 COMP. SOIL. (COMPACTED TO 9b% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT.. (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" (2 STORY DETAIL) ---------- TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" Q3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-� TF A" 0? r Pm = F SEE A/S3 OR J/S6 01-- 11 -1 111 - FOR REINF. INFO. . MIN. CLEARANCE 1'4" (1 STORY) 1 V-8" (1 STORYw/ DEPRESSED SLAB OPT,) Vff' (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 00 7- -+5:d 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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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 wl TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D, FOR ALL _,,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0 C. W/ x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITE N H D @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD I "11� "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 wl (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 S 2x3/16" PLATE WASHER ffy�P..) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" OIL (ALT: 1/2"xl 2" TITE N H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2111 WWF OR FIBERMESH ATTACHMENTS 2v' WWF OR FIBERMESH E LEV. 4-3 1/2" Z 3 1/2" MIN. 1 3 1/2" MIN. /6 x 6 W1.4 x W1.4 A.F.F. 4 2x4 CONT U_ L C) T 2 C,4 T� 1/9"(min 4" "on.) 4 41 00 00 -.1117-11 M . I I EEI I I 3 1/2"(1 41 T r=11 -1 UI FI I P_ GARAGE DEPTH VARIES min L 4 7- 4",7--1rF---I 1-11. 4 Ai -IFF 4 (2) #5 4"_ 4"' T.1 CONT. (2) #5 CON r 4" V-4" 8 U,N.O. MR GARAGE SLAB AT STEP f"' �B U.N.O. MIN. TYPICAL BEARING WALL @ STEP TYPICAL BEARING WALL P STEP (@ SHEARWALL rc rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=V-0" � S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C OW11", ,4 0\ N 6os 2x STUD INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ 81, C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 1 U-101" (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 111- 10'-0" (R302.1 1) C'4 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. I@ K.O. BLOCK -J 10d NAILS @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8"DIA , EXPANSION BOLT @24 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 7 O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS x 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR SPACED EVENLY FIBERMESH BOLTS 6" MAX FRO 6 x 6 W1.4 x W1.4 C� WEEP SCREED INSTALLED BAR x ;� i� ;1-7 Uj END OF 2" x PLATE WWF OR FIBERMESH X 0 C0 ASSUMED FINISHED PER MFR INSTRUCTIONS '�#3 OR #4 REINFORCING BAR Uj ---2x P.T. PLATE E GRADE40MIN. y=40ksi ;2� #3 & #4 LAP SPLICE X F _j �GRADE a - (GRADE 60 MIN. Fy= 60ksi] x CD FINISH GRADE 60 2 25" MIN, LAP 130" CL 1> 2� co tj I MIN. LAP] LU 00 ML X X LU 00 x Cn 6 MIL VAPOR BARRIEF #5 REINFORCING BAR z x -I [��I I F-I I I R 17/8" TI-1 1 -m I- !I= K :iTHE Fir: #5 LAP SPLICE 1< iij_[l M (2) #5 CON =1 1 1=1 1 _-:_-1 11 1 1 �9h, EON Bull =121 I F�I 36" MIN. LAP [36" MIN. LAP] Ulm---11 rTujil, I, X/<' ON 3" CHA COMP. SOIL. (COMPACTED To 1 8' V-41' 8" 95% MODIFIED PROCTOR ASTM (TYP.) 10" D1557) 2111 -77� 1 ......... ... A" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 1- 7 TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING K"E� REBAR DETAILS Ko" F� WALL w/ UPLIFT 1/11, �_ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH 0 n.) 4"--,, 00 Lv/ .0 / I .- Id. 2 . I f1_0Ar)r_ I I f FF, L11F' EBAR w/ OPT. CRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" .9 O.H.D. RECESS co T N" I I R_. :��I I IEE�l I= 00 4", F11 4-1 _.M - " % " � 1- LA SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1 -4' (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" 1/2" GYP. 130. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01 CONT. BEAD SEALAIN -01, . A < INTERIOR -31/2's A. CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---,- t 60 E 6 BARRIER ARIE SEE PLAN 11/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH I 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS 4 4 AT 24" O.C. MAX, x CONNECTION INFO SEE PLAN FOR J111 & LAYOUT DESIGN TOP OF BEAM 4V (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL ... N BEAM SIZE & CONNECTION INFO Aly T. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S31J/S6 8" z ATTACHED PER NAILING FOR REINF.1141 CI. 0 l__ SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION, LU COLUMN SIZE AND BASE Uj LU CONNECTION INFO. SLAB STEP & RECESS (5) S.G.D. rM U) SCALE: 3/4"=V-0" 1\ �3 2X STUDS @ 24" O.C. U,N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8"MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD --INSULATION PER CHART z L) SQUARE CMU BLOCK BASE, MAT REINFORCING. CONT. FOOTING STEEL-\�L ON FLOOR PLAN LU SIZE VARIES PER PLAN MIN. #5 VERTICALS 9 CONT. BEAD SEALANT U.1 w/ (2) 00 GRADE --A 2 _j FILLED SOLID (SEE PLAN FOR 1 7 i i 6 x 6 W1.4 x W1.4 LU LU SIZE AND REINFORCEMENT) LU 71 i 0 _j WWF OR FIBERMESH LU (n LU a- LU L) -41 A BRICK PAVERS or SLAB PER 14 LU z 0 LU U) = - -1 � !-I 00 0 . I Cl) U_ 1. i- / 4 10 COMMUNITYSPECS 1 U) - . I M < - 11 ILLI��Ll F�,-I 1111 I=- 0-0 FIN. FILM,-& 14" 14" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" ��S 3 0 0 kxj LU FOOTING -Ti BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. � �3_ C= C" G C=f CC, CO CC G. 4! G-vv C14 1� _F S E S 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, 9) W E 6 0 N 0 M LL u-Lu z M c.: C� Lu '0 n CR W co Z Lo z < LL (N < Of 0 < 0 z 0 U) W Ell] C, < ;7 U) V) EMI 4--) Uj C U 0 LIJ 5 I- U) E U') 0 Cl) CY) z 2 z U_ E 0 E z z< 0 �co 0 < ()0 C"I W� < 1.2 10 0, z C: 0) 10 I z zu �O z W W U < '0 C:) 0 .2 C:) E2 (6 LO L0 co Cy') :3 Ir- 0 0 CN ca M LO 41 4-J C:) Q .0 11- M Ul) < CV) LO E 't 0 z M z co ad, E 0 -�-; 'a 0 : a CC 4) _j JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. S3 (MONO) Fx Z6 V) < 9 C) 4- LO LO cr V) LO C/) 19 _2 4%1 c,4 E 1.2 0 o E LZ E2 LZ 9i J� 16 Ln J� ,E (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTEN'SION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W1 DRYWALL SCREWS '---2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/81, 8" 7 5/81, 8" —SOLID AREAS ARE F1 7 5/8" 8" TONEAILS SPACED S EEL AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALLIS 1 1/2"MAXIMUM PLATE —] INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1 El [lull 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x H EADE R PER PLAN 2x BOTTOM PLATE W/ (1) 1 Old @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 TYPICAL WALL SECTION (TYP) SEE ELEV. --,----SEE 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 TRUSSABOVE 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 i J _j AS REQD 2x BLOCKING @ MID POINT EVERY OTHER 5F__�STUD + + W/ (3) 10d NAILIS.� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (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 4JL SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 58 x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT I 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE NMI \--ROOFTRUSS -IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL cL FFE] F—__1 -DOOR OPENING DOOR OPENING TO DRAIN L EXTERIOR 21171 WALL WALL CLEAN -OUT rA SCALE: N.T.S. 3RD COURSE 1STCOURSE 2ND COURSE M ASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE TYPICAL SECTION THRU WIND MASONRYLAYOUT OW rB SCALE: N.T.S. "4 1\il� KNOCK -OUT)---\ BLOCK W1 (1 V5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 7- IF— ii 4 A 1 4 1 I -- I I �4 1 4 STD.9d'HOOK-/811- TLINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL ------- SEE FDN. PLAN FOR LOCATION T_ 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. (DSEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY — SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� < x LLJ > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. 4 POURED CONCRETE BASE FOR ROTTOM OF mn ........ n BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. - Q�F, 4�p 0 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) 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET FOP 1ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END S IMPSON V_ 41 (1) (2) (1) (2 (1) LSTA30 4 1-91 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN rT� INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 1 Od x 11/2" EACH SIDE �io "�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q� SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL /11, SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C P�) SEE ELEV. UPLIFT CONNECTOR (SEE 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 OVERWATER ---5' RESISTIVE BARRIER------ SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD z< 2x TOP PLATE—/ ;=m U5 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 _11v— CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WE B _�:MAIN 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. — PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD —7 1 SPAN 2x P.T. PLATE : EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 F STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 �P�ICE �ZLS TOTAL) EA. SIDE OF I PLI a"4S CESTAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W1 1A � 16d TOENAILS T076PPLATE NOTE: I BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. 1\.,�4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 r_� \A I KI P.T. ATE E Ell: TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 --\ SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSC SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/e*�j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T,S. I," �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. OXIEDA.T.R. & NUT DXIED A.T.R. t & NUT < 2X8 P.T. BOTTOM P�ATE I \-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 4 1 F_ I I 2X8 P.T. BOTTOM PLATE UU 5/8"XIO" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10"J-BOLTS @ 2'-0" O.C. MASONRYWALL 10d NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED A /--STAGGERED TRANSOM FRAMING A/ * N N BEYOND. -PLYWOOD FASTENED TO TRUSSES PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING 10 & 8" O/C FIELD SIMPSON SP4w/(6) 10dx 1 12" (USE SPIS FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 9 SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. I MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 444 F� C2 >,C CID -7- 1%� ','F "ACK"t, 15 .5c a, M CD lilt/ x �,�Ow Q: C-4 C4 < L) FLO ........ 'r?OFESS�ot� 1�11$fllflll I I I I 110�v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W -T E 5 0 sm co 0 W:1 to o. 0 .4 04 0 *h u;_ .61-1017 L�f W 0 Z -3 U_ 76 q 9 m M cQ co � 5 . Ln 04 Z < M 04 < _j z W 00 CD co !P co cL- a V) (D o u_ 0 U0 V) > 3 = E m o u) co o L6 c, o z z < ,A0 j u_ cd E 0. 0 v5 . .. go — 1z 2 �q z < go 1. -jN IT g �8 �!i E8 oo D u o � — E c:, < U) o o z o < A C> �jl 5§ o z< .0 C) LO LO --I < 0- 1-- co CY) j 0 00 LO < +-a 0 CN 04 c) 04 LO LO E z z E CY) u) a 0- E 0 0 0 'a W < 0 (D JOB NO: 22-06472 SCALE AS NOTED SHEET NO. S4 LU a; L0 0 �14 C14 ZE LO V) 2:i C14 LO U') S, 19 U) CIO E E 0 < t7' 9 r D 15 C:I 15 C�l C'4 Lo ki 15 ?M- Cn 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---\\ 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAI L wl (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' SEESTRUCTURAL x NOTES AND NAILING SCHEDULE FOR 2x4 CROIS BRACE SHEATHING DETAIL 2X4 KICKER 2x8 S P#2 1" BRACE TO APPROX 8" FROM 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, [ MAX, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING-i DETAIL . DOUBLE TOP PLATE 2"1 CROSS BRACE EXTEND AT LEAST 90% OF RIDGE FASTENED AT @ 8'-0" O/C. I IT" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT X4 EACHJOINTW/(3) 10d 2 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT 1" BRACE TO EXTEND LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2) 10d EACH JOINT W/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. SIMPSON H2.5A W/ (10) 8d TOE NAILS @ EA. END 10d & (2) 1 Od TOE 2x8 P.T. GABLE TRUSS EACH JOINT W/ (3) 10d & LENGTH (SEE TABLE) FROM LEDGER TO NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL GABLE TRUSS 7/16"OSB SHEAININIJ END SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING /-1/2" CDX PLYWOOD OR ATTACHED W/ 10d C11YP1qUM WALL BOARD GABLETRUSS ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 2"x4" LEDGER (MATCH BOTTOM CHORD BOTTOM ATTACHED THROUGH CHORD EDGES AND 112"O.C. FIELD (2) 16d NAILS SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2X4 'IT" ON TOP OF PANEL (2 11 6d LS K.-N A) INTO 2"x6" P.T. PLATE 2x4 'IT" ON TOP OF PANEL 2"x6" P.T. SILL NOTCH IT" BRACE HERE BLOCKING, FASTEN WITH R1 OCKING-\'�' 2X4 PANEL BLOCKING @48"() C- FOR-'�' 2x BLOCKING \-WEEP SCREED It --- - - -------- THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2X4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM t k SIMPSON HGA10KT W/ 1/4"XII 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 6-01' L t.] J. INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" 0 C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON SP2 W/ (12) 1 Od O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NAILS AT EACH STUD NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ T-10" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL C3 __N� WEB, USE MSTAM36 W/ (7) SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION SECTION SECTION O.C. MAX) W/ MIN. 4" r2 r4 SCALE: N.T.S. SCALE: N.T.S. 1 Old NAILS & (4) 1/4"X2 1/4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE SCALE: N.T.S. '\'15� ��5� ��5 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 1 O/S5 X-BRACING, AND TOP SEE STRUCTURAL NOTES AND NAILING CHORD BLOCKING ;0 00 x INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w WOOD TRUSSES (2) 16d NAILS ao 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING , RIDGE FASTENED AT 1" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT W/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE EE TABLE) TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 2x4 PANEL BLOCKING --- e /� (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 @ 48" O/C FOR THE OSB SHEATHING ATTACHED (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS SIMPSON HGAM10KTA 1, W/ 1 Od NAILS @ 6" O.C. 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (D = 0,148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL W/ (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ (2) 16d TRUSSES FROM EA. ES AND 12" O.C. FIELD 11 1 (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: JACK TRUSS END TYP. TOP & SCREWS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ONNECTION 1/4"X2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 'IT" ON TOP OF PANEL-/ 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 OdXT' @ 4" O/C 2X4 BLOCKING W/ (2) 12d TOENAILS [J.— NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-13" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE 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" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6 MAX. .9 S5 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH BEARING LOCATIOq(UNEVEN CLG.) rE EXT. WALL CONN. NON - LOAD SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-01' - 6-10" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" 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. 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \--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 SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DE 2x4 BLOCKING-,,,,,, 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLETRUSS EB DOUBLE 1" BRACING DETAI SCALE: N.T S 2X4 'IT" BLOCKING 2X4 BLOCKING @ D4 L W 48" O.C. /--16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(j) SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ITICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX La �q L 01 1111� 1114 CL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 01.1 2 Cn C= M.- LU CL C=) CLII`� :z 0011�1 2. W -cc �S' ff _0 llz� N� ':�; J-z L n %� ' "'c: 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 Roricla Building Code - as an Is on. ng nee s signa ure an a is on y or the tructurai engineering portions of the drawing pages bearing Engsineer's signature and seal. W '�t E 0 8 FA 0 F� 1 co U) r� ZR C4 0 '! I C-: U� _-, Co LL U_ Lu I a- z 0 'S Nd 1% W C� 0 cc I,- ox W 0 2 co z & co C) c� nz 3 04 < < z 0 W 171 "Om V) W q) 4-1 Uj 0 V) Ln (a U3 E = E CD z z < ce E C�_ 8 E i� 0 00 0* 0 E C14 t. .0 �z �z C/) C C: z '0 j) to zo z 0- co 5 0 3A > 1121-0 LO LO 6 0) 2 W 0 co CIO T_ 0 0 CIO LO < 0 1 C\I C:) b L0 M < ':t 6 z z E Cn CL E 16 _j < JOB NO 22-06`472 SCALE AS NOTED SHEET NO. S5 Is, Cn ck� is LO LO LID 42 0 Cr V) 111 0 C'4 LID C tR_1 E E LZ 0 .2 .3 tz C'4 C-4 Lo a C14 C14 C> LO �i INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS IX4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT x4 1/2" DRYWALL X4 TO PRODUCT 4N. APPROVAL FOR CONN. P'T. P,T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. *1 X 4 x4 3-1/4" LONG X 3/16"0 , / , , x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END wl MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N. APPROVAL FOR CONN. 1/2" DI 1X4 1/2" DRYWALL 1x4 DOOR JAMB (REFER EACH END W1 MIN� TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. 6" ROWS 3/16" F - TO PRODUCT 2" EDGE DIST. w/ (2) �j APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FRO M EACH i)D 1x4 TAPCON @ 16" O.C. & L IST. END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. W/ ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2 DETAIL 2 1 4" STAGGERED@ 12"O.C. 1_11A11 nPTAII x T OVER SIZE DOOR -WINDOW ROUGH OPENINGS BUILDOU SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" Ir 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7116" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB --/ ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU rHK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S - 7nNTO BLKG 1 OLEIN S B FOR CELL INO�� IS AREA I 'i MAII., _ , I MT( 1 )"5z 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO 1/4" MAX 1 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL X4 SOLID BLKG. (FULL WIDTH OF WALLS) 8TWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL -B B rK SCALE: N.T.S. 2'-0" SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX, 8" #5 REB (TYR) FILL SOLID BOTH CELLS S STD, 90, - HOOK( L 7/71 x Lill Z/�// �/7/ L NOTCH WEB AT F1 RST 2 COURS1 ...... APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY P RE -ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS S NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS R THE HIP. DESIGNED ONLY FO INSTALLATION OF SHINGLE AND METAL ROOF FINISH F JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH . IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION@ ENTRY rL SCALE: 3/4" V-0" 1\1!s� GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL, SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINU REINFORCING. PROVIDE LOWER S HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE _YPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION — — E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID — OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t, REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ko PRESS PANEL REINFORCING INTO PLACE. —11 I—ILI r.—I 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. 7 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE j FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C4 NOTE: M . REMAIN FREE OF MORTAR. z SEE GLASS BLOCK INSTALLATION NOTES. C14 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. (1-STORY) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A 4 YP.) ]Lill rHE �S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOWI�:� CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS #5 REBAR (TYP,) 1TD. 90- HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT OCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD W/ (3) 16 GA. 3/4"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-13" FOR ALUMINUM SOFFITS 7VITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + Li4 + + rly + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT + ENTER SOFFIT PRECAST LINT EL — 9, SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS Qf=F= QWI=F=T n,) Amn SIMPSON HTT4W/(18) 10dx 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3 z >_ 0 U_ 0 U-1 M C) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O..C.. ->< 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO OM OF BAND " @ FIRST COURSE GAM KTA @ 12 O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 14W 3/4" TITEN INTO K.O. BLOCK *41V* H RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.— FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" A. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. #5BAR V CENTERED W/ 2 -L2Z - A A IN TOP KNOCKOUT/ A CHAIR BLOCK 1. A MONO FOOTING A SIZE AND REINF. PER PLAN E AND SECTION DETAILS v .10 A. .. . to DIRT A STANDARD C) gg HOOK C\1 #5 BAR IN FILLED CELL L %II TING SIZE AND REINF. PERLAN AND STEMWALL STEMWALL FOO MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5X6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONC, FILLED CELL SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. M C" C2 :x. 13- 40 C_:;� 01 C14 C-4 Z zz� 01 C= 90 vvv " �,-��A �; - -- % 4 t37Y, C) 0 C=� Oet:, 0", 9 ��i�elllq 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 8 0 0 0 0 4 NO a., u U-. UJ CL 0 Z 2 q i W 9 Co 04 2 r- ;; 0 cp W z co a < d 8 z L) (1) W 0 00 < co C 4-J (a U_.) - Uj �S W 0 U1 U*) CN A I U) LU n = E > V, < 0 9 co Lj_ ce E 55. '. g z < C:)- 0 F= 0 co f6 C1 0 0 0 �< 00 a � 0< E �z 0. z z -S 0, Z, z co �z r. . 0 �z z W -0 xj C:) L� 0 c: 2 C) E2 . LO 0 < 0- a) cc __j 0 CN M Cal L0 < 4-1 0 C'4 C) C-4 LO CF) < LO a) E r_ z M z E 0- E 0 0 0 'a 0 JOB NO 22-06472 SCALE AS NOTED SHEET NO. SS '-- 7 —ITT I Y— I -T--- _T__I I -TT--. _T_ 3 s a m rn LO LO 21 V) O J CAD 0 I 00 LO i 11 D- O a r r 0 t i O 3 a d n. E N E 0 c i N m E 0 v N U 0 i a 0 U b v O 0 a N N 0 Q m v cn YY/ r--IVU `W I I II.V VV YYLV CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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) 10d 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 BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 PLAN VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN (4) 12d WHEN w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4} 2x8 BLOCKING NAILED @ CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 10d TOP &BOTTOM PRE-ENG. TRUSS EACH SIDE NAILS 10d INTO BEAM - SEE BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE UI E w/ OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS A INFO / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 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 I COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE EVERY 3rd FOR COLUMN SIZE & ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" DICATEDE/P N BM OPTION A OPTION B. CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S 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 H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTKAN� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ 3 ROWS OF 16d ( ) DIRECTION TYP. NAILS AT 24" O.C. • A 0 0 0 0 0 .� o o • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS • 8'-0" WOOD MAX TRUSS •fit �C 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 wl (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. /OFAT COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR t COLUMN SIZE & TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. LAG SCREWS INTO END OF EACH 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER e SECTION AT LOW ROOF r9 SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE:NTS 3 ,�L SCALE:NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OgL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL AT TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER INFO,VALLEY 8dONAILS SP2 w/ (12) 1Qd NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 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 SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS TRUSS LOW ROOF/WALL STUD ) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (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) MIN. 2x4 #2 SPF STUDS @ - (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - - -- -- - °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW --- MASONRY WALL 4'-0" O.C. TO GABLE TRUSS , ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a., (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 e @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. •� SECTION @ FLOOR FOR CONNECTION MANUF. SPEc'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS � W Ern zz 0 c E, tYy y7 _. ,�gR1�l�ili@ltitlj} � �O VI/ "I tA.a U Cho N �L0 �f'P<lttrl)It114\ \ 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 8 � U � C 0 = - �,°g �N0 N M 'd' 2SS J C J LL Z LL ,y cc LL i P' CLL xL _ "Drn 1 w I S� fir. j 'rp N (_p 0 O W 0 °' 0 m W Z ,aj cNi Q Z o W O❑ z N C. � � N z o � J - d � N - V) z v � o +-1 Lu U 0 W o LnLn U w L Qf U o C U3 ¢ ti Q �w Mm M M m¢ o Z LL C6 E � o W o z r � �® oCa a t � _ N X O U a¢ o < O Da az �z W C: Z Y rD � O ° Z N t a ° QW 2z C, 0 LL Z 5Z a w w O QY rIw �_ d0 °z< txz 3 °O = I >CD ^ L m �--.L0m Q 0 co � � T N 00 C0 LN ¢I 0 N O NoLO � r LO T V- o Z m z N E M i1 E ti (� _j Q p J JOB NO: 22-06472 SCALE : AS NOTED SHEET NO. D 1 �- 1 II i 11 Fi T „", � ,, , u,„1 r; rr . I I — i I I 1 11 r ___F_TTF__[_ r i i ; — 1 ram— 1 i ::t_ LO LO 0 1:71 V) :0 _n 9 ;Z4 cl V) a, _G C CL E E 0 LZ E2 -0 E! 2 CL 01 Q C14 �J 1Z LO U") 177 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRY5LOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK- /-2) SEALANT JOINT 5)SEALANTFROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK ANDEXT DTO EN -ViANDOWFRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT ED S LANT REQUIREMENTS BEAD BRIDGING �ID�GING NG AND WINDOW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T< WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure, resistive barrier above header to allow tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY G SELF -ADHERED FLASHIN DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions as(Refer to the number marked OP in each detail that corresponds to the numbered items in the list instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER VE BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN , OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING E kM 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT 4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN 'N UP JAMB 6". USE LIQUID NAIL BRAND I OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WPO-7� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHEF; SELF -ADHERED FLASHING OUTSIDE CORNER LU > < Lu CL 1-- X: W LD LLJ 0 LJ LU Lu LU a) 0 U) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED \AnNDOVV (SEE DETAIL WP011) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD !LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT WINDOWUNIT FLASHING REQUIREMENTS SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 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 BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. >< WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I 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 then 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. R703.7.3 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 V 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 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 flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2�� shall be installed at the following locations: 1. I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer"s instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, p an flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 13. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in qutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS, NATU DO Ni DRIP ACCE SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS_ FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMCI 063 Building Paper -7/16" O�S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing < XX Note: The building paper and metal lath must be installed over the top of the weep screed. eWEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar caulk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C_J % Cn C3 'J > LU cc C�4 C= CU E C2 LJ% C4 C4 (=0 C=:) 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 fo the structural engineering portions of the drawing pages bearing Engineer's signature and see[. W MNft I- It E 5038 U) I � C b -,,, co c: cc 0 C`1 N 0 C L� _J Lu (D u_ U_ . a. 0 Z 0 _J W 2 S i E n W Z = 9 0 a N :5 F W 0 2 co Z IL IL U-) Z� Z0 co a CN � < do Z 0 co W 11 El 0 :2:: 93 1 < V) (1) (D 0 4---' ro - co LU 0 U1 LL.1 U') 3 A U) MINE 8 U U) < 0 14 ff IF Z U_ E Ei � R" E 8 WW O� -73W AV, E z 0 Z �z = C C/) 1' , '0 0, Z, 0 �z 2. Cn 9) 0 - Z0 Q_ 0 W 5. -,3: miC� S C) LO LO cc (D CY) J 04 N Cr T_ LO 4-J 4-J 0 C'4 N 0 c) Ir- C0 L0 E 0 Z Z E cle) CAP a) a ca E 0 0 -8 r_ CD I JOB NO 22-06472 SCALE AS NOTED SHEET NO. WP Mounting Bradmts (10 Galagel +1/2'x 4-1 t2'x 2-1 Z' 11 but Cross Support Silee Anchor khedule (May be cut to W) aracket(16Gauge) 1 t2'M. A32S Gat {Typ.� 14 Self-Dril ling Screws A/C Unit Bottom Edge Hurricane Strap Washws cl (Typica 1: 3 it) front) Frmo Cross Support Sellf-�kinlu Nuts fty be cut to W) Left 51raCket 0 6 Ga U90 # 14 Self -Drill Ing Screm Thru Brackets 6 Back Cross Sup part Into A/C U nft Bottom Side (Typical! 3 enh side for hurricane use) 1111STAILLATION INFORMATIOR Sp-tG- scusitailancort mamulindl arx pacrunuicill wills -.in tharxno-Air Btm DOG riatium Florida Department of Business & Professional Regulation pass I oil Building Codes and Standards I?JI&2071 Product Approval Application custaill i a 294 Entity or We Dilik PAO Panel AM 71tok Vorsion Illantsfamner C�nia:l Knoln.eI& License vandahl Validated lluboltiod Fad Approval AD ataus Animation ZD20 Smart Vent Products; Im Michael Grehim, He-. F, N- P.E. Lock. 5-rden P.r 12MM620 iW16,2020 IWWA20 Aocs-d causloy. Strundural Canporionts (577)441-Ml FE-75T-(8 (334) 300-1$00 Sulct:atehlonn Products Introduced ass Result at InfoCsmanventcone N-Tach-l"Ily c-milanc, mehod" E"�vchcn Report irom e Florida Registered Achftaol ... Umd Ronda r L1592ARAIstiv Professional Erighter QualftV Aseturannor Approved for Use AvigroVed for Use Im Awl *dll =nM Product Deciaritsfisurs Cojnta�� DA, 1, Hl outside HVIV Rgustant laressums 1 Mods #1540� to Du�i Furell. Flood and Ventilation Vem yes Y.. NUA .10of-100 2 SmadVnt Mod. 4`1�5*511 Duet Function Fjoctl and Ventilation Vent I wiy=s Y. yes NIA -ioo'lloo 3 SiZZ M"Z CW' 52 InluletedFil�oVen I ?J3,112023 Yea y $ NIA *1011-1 DOr 4 5mni t Model #1540-521 n' Insulated Flood Vent i7j31t2Q25 Y. 1: , NJA 1100�160 5 Smarft�ent Model 4154D5�4 16&qL.Ij (nahug. over Flood Vert ?�31)2023 i yes Y., NIA NJA 6 SM IVV. � Mod. sH540-570 Wood Wall In stilated Flood Vert I 7J31n 23 Y" yes NIA -�iouiw 7 8m:rVVe'n ModaTS40-574 14s&qud!(3gso-FI..dVt 121311200,23 Y.s ye. NJA rVA Florida Departlinerd of 3,uslirless & Professional Regulation Fg.1 91 Building Codes and Standards M412II21 Product Approval Application Detall 1;;:l gmi; i; Code Entity or is ii Del Data Cate Perionu Date Milan V,,Iw Manufacturer Contact Eneftrunar&ILIcarvas VAIdated BY Irialestcl Submitted Fac Ami Ancirovird stafts� ReA.Wri 2020 DraW Meta%, Ix. Jaison Shumate, Zachary R. Finest LocM Bowden RE. 08MQ12120 oalual2o2o 08120(2020 1MM020 PW-Osd caregoy: Fooling (502)3113-1111 PE-7402i (334) 300-1800 suoCairogorr. Metal Roaring Conmilano. Metllodl; Evaluation Repor from a Florida Registered Ambitenct or a Licen sed Florida Frofes.1.0 Engince, QuadlKyAssurance Aporo"d for Us. Aporoved for Use Impact csla, 1`12(hIct no", Wall Or Nam Product Description Contratt lital P& In lil Outside, MVHZ Riastant P"Ure O-el Metai R.qihg S)sferhl 01101 100"S, DNE 1�506,9, VMC 176S� OMC ZOOS, 12/31a025 yss No NIA �01_iac DMG EV Florida Department of Business & Professional Regulation Paw 2 04 Building Codes and Standards 'In5=22 Product Approval Application Detail fda Entity or T- Version Manufacturer Contact Enclose,$, License VQ11dated 8 Validated Stiburiltbad Approved Status Revision 2020 Therme-Tru Corporation SbaveJasperson Lyndon F. Schmidt P. E Ryan J. King, P. E, 04M=0 12tt�l 0020 04Q2J2021 0&0&2021 Approved Category: Eiderio, Doo. (800) W-7626 PF-45409 (815) 767-6555 SvbCatargow: Bringing Exterior Door Aworribles sj..P.r_n@ther_bu._ Comptliarnut Method! Evel-fl.. R.po,tfrcim. m , bride Registered Architectora Licensed Florida Prof.. lonat Erigimee Quality Assiunuir ApprovedforUser AwrovoliforlUs IMD"l Design Number or Name Fired set Desumirlofth Qontraj�� Data In IjVKZ Outside HVHZ Resistant Fresslu Nis !11.!!115_1ber-CasIc and Sincoth-Sbur Nominal S&MS iiquotimpact&cwt, Opaque 140 Yes, Yes WA C-p-ite Edge F�bsrglaanc $igls Door (Insiaing/Outivaling, Xonnifigurallon) 2 b. Therms-Tru Fiber -Classic and Smoctlr-Star Nominal 6'8 ii�.ortlmpact&quot, Opaque 12t3lJ2022 No yes yans NIA Composite Edge Fibeirglass Single Door with Scielite(s) Vns*Ang/OLtoWN* XO, OXcr OXO nfigurati ... ) 3 c. Therma-7m Fiber-Classio and Smooth -Star Nominal 6& Imp ct&qwt Opaque 121SWOM No Yes Yes NfA CQmpoefte E �Zbla Dw - wth or vvithout Sidelites (Inzwing/Outswinq: )Q( or Oxxo configurations) 4 d. Therma-Tru Filber-Classic and Smooth -Star Nominal S&Wgr,0 liquotinripac%quat; Opaque 12W12022 No Yes yes WA Composite EZF barglatu Single Door (In.wInglout 9', X configuration) 5 e. Therma.-I"m Fiber-Cilissic and S-0th-SUir Nominal B&#-VO puuAlunpact8quo� Opaque 12/31=22 No Yes Yes WA Siddlite(s) OnswnWOutswing, XO. OX or OXO oonfigurations) 6 f. Therma-Tru Fiber-Clasecand Smooth -Star Nominal 8&93SO &quotImpacAqtjot: Opaque 42131t2022 No Yes yes WA Composite Edge Fiberglass Double Door win or 4thoutSidelhiss (IftswirVOutswirig; XXor OXX0 configurations) 7 g. Theuma-Tiru Fiber-Classlc and Smoolfi-Star Nominal S&IW.8 &qucitl moactilquot; Glazed 12r,3112022 NO yes yes VA Composite Edge Fiberglass, Single Door {I risveng/Outs-ing; X configuration) a h. Thamna-Tru Fiber-Classlo and Smooth-Shar Nornhol B&NAS "Impactliquot; Glued 12131M22 No yoiI Y_ NIA Composite Edge Fiberghinis SrQle Door with addite(s) 0.514`121005wng. XO, OX.r OXQ ocrifigurstions) 9 i, Therma-Tru Filbei ar4 Smooth -Star Nominal WW.8 iiquotImpactaquot, Glazed 1213112022 40 Yes y" NfA Composite Edge Rberglass, Double Door win or Wth..t Sidellite. jnsmtinglOutswing; XY or OXXO configurations) 10 1. Therma-Tru, FlIber-Classic, and Smooth -Star Nominal 5;C "lmpact&quot, Glazed 1218112022 No Yea ye. WA Composite Edge Fiberglass Single Door jinswingfOutswhil� X configurabon) 11 k. Theirma-7nu I'lber-Classic and Smooth -Stir Nominal Glazed 12MV21322 No yea Yes NIA Composite Edge F, ss,Slnglp Doprwlth idel whil; xO' Oxor OxO S issfs) 0msvvhgi= configurations-1 12 1, Therme-Tru Flicer-Classio and SmothStar Nominal 118113910 11701:'qual Glared 120112022 No Yes Yes WA C �aiha F ormn . 'IeDcor" vithoutSidelknonsvAwiOtjts�Wing: )MO, 0% configurational is m. Th&rma-Tru Filber-Clareselo and Smooth -Star Nominal SWQ�A &quatjm;pact" Glazed Molded 1213it2= No Yes Y.. NIA Open Composite Edge Fribe;gfaung Single Door On�wng/Ovlswirg'w X configuration) 14 n. ThOurs.7ru Fflber-Cla&s4c and Smooth.Star Nominal 69939,8 &quqrt;tmPaCt&quot: Glued Molded 122112022 No yes yeu� WA Open Composite Edge FlItarglass Singie,Door with Glued Molded Open Sfderfte�a� (inewingi/Outswing; XO; OX or 0X0 16 o. Therms-Tru roer-Cl2salt and Smooth.Star Nominal 69039�8 &Auo1;Impawt&quo1,, Glued Melded 12J31= No ye,; yes NVA Open Composite I=-dgerFibergess Double DoorvAth without G lazed Molded Open Sideires xxorom configurationa) 113 p. Tharm.-Tru Filb-Cf-i. and Smcoth-Sla, Nominal 6&039:8 "lmpact&qucrt; Oparqu 12J31M22 No Y.. yes WA composite Edge Fiberglass Single Door with ltold.d' open Sidelite(s) (InswinillCuttwing: XCI, OX or OXO configurations), 17 q. "Themna-Tra Flib-Cls.1c and Smcoth,Star Nominal GgrlS &quo�l ct�uot Op qua 1215112022 No Yes yes NIA C.mocnat. cqe4berols=58 bleD.orwitho, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pair 1 of 1 IM2021 Enfibe or Data 211111 ", Rini net- Ty2t V"1011 WntiffactIne correor 11110"cer a Lice"'t. Validated Ov submitted F50 Approve Approved status ReAson ZD20 PGTInd..u1.a Jens Rs -ski M-id-Dda Deco OFR Misun-D.d. SCCO - VAL IIJ19=20 loawow 1112V2020 Appr-d Categorr, Extetor Dom (941) 453�0100 JaG) 315-2590 6-bc.NV'v. Sliding EKW& Poor Ael-b1iiin cremplance laisffibd� cerill.b.n Mark or Usti, g Ciusity At.tranc. Atiorovoil for Use Approved far Use Impatt deal - Model. N-b-1 Me- C."'Ki in HV14Z Outside HVH Resindank P-,,, 71) bruped) 'virryl siding Glass Dbou 64��WU ye. Y.s yes WA Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFiber-Classic 112/31/2022 A. SWINGING ThermaTru and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67,,0, psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows, and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Sedes 5570 NOA 21-0205.03 +38.7/-38.7 psf 411412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 + 31 � 0/-35.0 psf 12/31/2023 Wayne -Dalton Sedes, 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800,0/8100/8200 #1124 (16X7) FL8248.11 +34�4/-38.3 psf 12/31/,2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windom and Doors Series 185 F Ll 7499.2 +60.0/�-60.0 psf 10/812023 PGT Series 5500 FL239.4 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Sedes 185 FL15 .1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4130/2025 D. MULLION MI Windows and Doors Sedes 5764 F Ll 5353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26120226- E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - F L 13192.2 A. SIDIN NtA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Rocf) POLYSTICK TU MAX FL5259 WA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NVA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024, Lomanco, Inc DA4 Exahusit Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NUA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DIVIC 175S, DIVIC 200S, DMC 5V F Ll 7679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5,076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 -Alpine MiTek Industries, Inc. Trus,s, Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2512024 The products listed belowdid not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Intbrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Finge I a 3 Building Codes and Standards W!�r2l)22 Product Approval Application Detail 9M 5OW2E PJA Date Date Pend I nu T-e VerSon Manufacturer conjimt yal(daw By Validated Suarri FEIIC Aboroval Annoyed sill Revision 2020 Thefma-Tru Corporation Steve Jaspetson Lyndon F. Schmidt RE Ryan J. Kng P.E. 07(23=20 07YI=020 OT2012020 lofl$12020 Approved Cat*g*rf. 9ctsror Doons (8W) S43J528 PE-43409 (813) 76T-6556 SubOatag*q. Swinging Exterior Door Assemblies j-p.r-h@tha-tmu Compliance Method: [,nalustion Report from a m Florida R.9hitered Archilhi a. Licensed Florida Prafeesi-I Enghaer Approved for use imiract Design Sao 9 Product Me", Numberar Name Produtt Deriteroffm Contract Extitrabo" Date in 14VHZ outside HVHZ Resistant Prassurt 1 a. Thermis-Tru Fibau-Ciessio th-Star Nominal W39,15 8quatimpactiisquot. OpaqLe 12131?2022 Yes yes Yes NIA C,om Edge Fiberglass Single Door ti h.=iawuno; X configuration) 2 b. Thtifiral-Tro Fibar-Classio and Smocth-Star Nominal aquodn"paptilinquort; Opaque 1213112022 yes ye� Yes NIA .Composite Edge Fiberglass Single, Door with Sidelws) xp� Oxoroxo otuntgufallo") 3 c. Therma-Tru Fiber-Classo and Smoolh-Star Nomins I 6&#S9;i5&,quot;Imp.ct&quc1; Opaque 12)34=22 Yes Yes Yeea NIA composite Edge Fiberglass Double Door wth or Wthout 8deditele XX or OXXO cruirgureflons) 4 0. Therma-Tru I'llner-Classic and Smooth -Star Nominal 844�9;0 84uotimpacmquol; Opaque 12J31f2Q22 yes, Yes Yea NfA Composite Edge Fiberglass Single Door ill inswinglOuntswrig; X 5 Th.--T,. Filber-Cl .. i. and Smocrth-Scar Nomim2j8&#39:G&quqt;lmpact&qv# Opaquis l2J31f2022 yes, Yes. Yee, NIA Composite Edge Fiberglass Single Door with Sidelibi (IfteWrig/Outswrior XQ, OX or OXO configurations) 6 f, Tlnerma-Tw Filber-Clausalc and Shrooth-Star D & Impactil'quot Opaque Nom "N 1Mlr2M yes yer, yes NfA a. Double Door Win . wthout Sidelites (InevoVOutswrig: XX or 0)01,0 oomfiguraWnt) T g. Tharma-Tru Fibar.Classic,tund Samooth-St:ar Nominal 6&#39r,8 &qucC1rmpact&quot Glued IVW2022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door (InswingfOutswing; Xconfiguration) 8 h. Thorml Fiber-Clani and Smooth-6tar Nominal OUSS8 gquot�mpacfliqucrt; Glued 12t31=22 yes yes Yes WA Composite Edge Fiberglass Single Doorwith Sdolit"(Q (IneivvinglOuni W)j OXor OXO wnfi tu"I 9 i, TharmaJru Fiber-6osso and Smooth -Star Nomginul6&#3S8 &%motImpacitkluot Glazed IMI/2022 Yes yes Yes NIA Composite Edge FlIberglass Double Door with or without Sidelitas (Irnnwmg�Outawihg; XX or OXXQ configurations) 10 1,rherma-Ttu ribeu-Classit; and Smooth -Star Nomlital 8&W3a;0 SAuctimpact&quol; Glazed IM=2 Yes Yea Yes NIA Composite Edge ribergrass Single Door (I nwna/Oqth9; X.offig-ji-hi I I k Thermlt-Tru 'ber-Chasso and Smacts-Star Nominal 8&#3g;D &quottmpact&quctl� Glazed Inlr2022 Y.. Yes Yes NfA Qompostler Edge Fiberglass Single Door Wth Sidelite(s) (InswiinwoutsoAng: xO' OX or 0xO ctinf! urations) 12 1. 7h.--Tru Piber-ClasaiQ and smicoh-Sta, N.mp Glued 12JS112022 yes Yes Ye. WA Composite Edge Fiberglass Dou IbL Door with or Wthout tes( u ng; or confiliuratims) 13 m, Therma-Trui Fiber -Classic a no Smooth -Star N.mlrn`1 &qUqt1mp2Ct&Va[1 Opaque, 17T11M22 Y" Yes Yes NIA composite I�Ioor Wth =(Is %,.e.Fi=1.iss "Non-, . (Inswing/Outawing; XO, OX or OXO configurations) 14 n. Th&rr*.Tru R bar-Ctsisso and Smooth -Star llmn,='%.11�11pque IV31=2 Yes vs. yes NfA I, 'r C.mipcsM "a. Door Wth &qu at;N- Impacitaquort; 81defites, (I.awinglotsi hg; OXXO configuration) 15 o. Therma-Tru Fiber-Clasisjoand SmoD"tenr NomInal WS9,0t =mpZ&quWrP%qua 12/3112022 Yes yes Yes NfA � CompoofterEdge rg az Die Wth Sqqot;N6�iTnp,"quot;,$idelite(s) (Ins,MingfOutswing; XO, OXor0XO.qwf1luradons) 16 p. Thermus-Tru Fftr-Classlc and SirrootNStar Nominal 8&#Z9,'0 &quotjMpsct&qV0t Op2qU& 17J3=22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quat;Ncn-Impac1&qu0t;'SIdalftas (InavfirgiOutsvA ng; OXXO ' nfiguration) 17 9. Themm.-Tru Fibeir-Cl .. o.nd8mcoth-Star N..i..l WgRg &q..iNn-Inpao1'&qu.1,: Opaque I MIJ2022 Yes yea, No NIA CorrposileEdg itt r. Therma-Tru Fiber-Clsussic and Srnooth-5tar Nominal 0&#*,8 Squo0on-ImpacAquot; Opaque 1 W1=22 Yes yes No NIA Composite Edge Fiberglass Single Door with Sdellte( a) (InswingfOUtswing: XO. OX or OXO configuraii6ris) 19 Ther-Tru Fiber-Clanesic and Sirrooth-Star Nominal 6&1*9,1 6quct',N,,-I=ot; Opaque 12/31= Yes Yea No WA Composite Edge "ba".. . r Wth ., without Sidertes (Irawimg1Ouu;tMhg: XX or OXX0 conli urations) 2D t Them-na-Tru Filber-Cesso and $nootri Nom9 'I 6&#$9�.O &qw"on-1 mpect" Opaque 1213ir2m Yes yes No WA Composite Edge Fiberglass Single Door (I ruswinglOW-ring; X configurati..) 21 u. Therma-Tru R ber-Ciassic and Shooth-Star Nominal S&#SQ;D8quo:�Non-Impac*L*t Opaque 12J3112M yes Yes No WA Composite Edge Fbefgl.- Sings, Door with Sidelits(s) (In-4rigloutswrig: XO, OX or OXO 22 v. Therma-7ru Flbcnr_Olassicand� Smooth -Star 121$112022 Yes yes No NIA ca,pd�dtoEctoeFibergi.s�Dbublel)c,orvAthor wthQut Sidelite, OnswingfOutsmoing: )OC or OXXO configurations) 23 w Thorma-Trw Fibor-Olessic and Smuoth-Ster Nominal O&M.6 Glazed 121$112022 yes, yes No WA Com oate ' 'iberglass Single Door 0na.'hg1OiEla.',8n. X configuration) 24 Y_ Tharrina-Tru Filber-Clusiq and Smooth -Star Nominal 69#19:8 &quotNor-Impact%quot; Glazed 12131)2022 yes Yes No NIA Composite E:s'F1,111, a S Door with 'It! Sclelite(q) (I 0)(or OXO . D "Lint 119; configurations) 25 y- Therma-Tru FlIblur-aassic,and Smocith-Ster Nominal 6&039;8 8,quotNon- Impact&qUot. Glued 12131�2022 yes yous No WA Composts Edge Fiberglass Double Door Win or without Sloalltes (Inswitg[Outswin,% XX a CMO Qonfiguratiqn.) 26 m Tharms-Tru Fosir-classit and Smooth -Stair Nominal a'O &quotNoimpact&q�o1; Glazed 1213lr2= yea yest No NIA Composite Edge FlIberglass Single Door onswing/O.tawmg; X corriguration) 27 za. Therma-Tr, Filcer-Olisai and Smooth -Star Nominal 6U39:0 iliq-tNon-Impatot8quot; Glazed 12t$112022 yes yq. No NIA Composite Edge Roargi.. SuGl. D-with Sidelke(s) (inswm9;OutsWng; XO, OXer OXO configurations) 28 -zb. Therrics-Tru Fibar-Clae�sic and Smooth -Star Nominal 8'0 4quct;NonImicac1&quat; Glazed IMlIN22 yes Y� No N/A =sllie E IZI;e ubl',;Door win or .. " 'xx or OxxO in r D� t.:(F configuraii Florida Department of Busbiess & Professional Regulation Bullcling Codes and Standards Product Approval Application Detail Page I or2 1&.021 101 Entire, or Data owe Date Nndroi RKI 11M Vinson ciant,id vallidaw Subrnlftd PEIC A=,vj Acorol Re,Asbon 2020 MI Windows and Doors Brent,ShInVer Luis Roberto L =as Steven M. Unch, PE 1WIV202G Ittlgdal)2G 10J1912M IV1=020 Approved Calag.V-. Exterior Donts I T1 7) 3BI-33M PC-62514 i717)31T-8454 "Catiegorin SkIng Exterlor Dom Assembles b,1tIhgarGmIvd COrVIlance Nothout E"WAtion RepW front a Flodids Registered Architect Ors Loamead Florda Pnsia.'Icruil Engineer "c� Quality Asturami Aparpiodforthso Approved for Us impact Pollan *00 Numbervilames Ptoduct giescriong Cot In HVHZ Waldo HVHZ assistant Pressure 1 =UMfNUM EGO SERIES 420 ALUMINUM SOD OXO 12,GV2024 No yes No WA 145-314"x806quot: NON -REINFORCED 2 SERIES 420ALUMNUM SM SERIES 420 ALUMINUM WD OX,)(O.)Q� i2t3l/2024 No yes No N/A 96&quct;g80&quo4; NON -REINFORCED 3 SERIES 420ALLIMNUM 500 REINFORCED SERIES 420 ALUMINUM SGO REINFORCED DXQ 12GI12024 No yes No NfA 145-314&uuot�s8f.quot: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX iMi/2024 No Y. No WA XO ')0�95%quot)6%quot: 5 SERIES 420ALUMINUM EGO REMPORCE0 SERIES 420 ALUMINUMSOD REINFORCED M IZGI/2024 No yes No WA 143&4uo1;.96&q..t; Florida Depart"rit of BAAsin"s & Professional Regulation P.S. I 12 Building Codes and Standards IM12021 Product Approval Application Detail I Is 111 :1: ; ii Eaft or Dats Dat. Data parrallocs MEMO= 20 TV- vortlon marmfuturer contatt v i d Submiltied 1700 Awroyal Aperinved am - Revision n20 WeYn Dilth,. CWSW of Ovedui.d Door D.iryna K-10 JhrE�Sccus Jeffrey P� Amason. P.E. 1DA212D omiirnm 10MI2020 1211-412020 Approved Corporation (33D) 7834121 PE-51737 (904)821-5200 Category-. FWericr Doors qkomIshQwaym"Itw.c SubCat.9cur. SactJohal Exterior Door Asarribiles Compla-Mlithoult Evel Reconfoun Florde Re&tered Al�hftilcl or a Licensed Flords Profession] Engineer ApposuelfMu" A-vindfar Us, tor-ol Desicin c Monsi-Numbes, or Nam Product Description Contract 1XIAraton IMP In HvHZ Outside H litsidlitant Pressure Z 0018200 #1105 9&426; MBx width. 14&#n: Miss height. Glazing JV31r2023 No yss yes -31.OML�5.00 available in top or frInift"Irdiatir sliquir. 10 8000/810010200 0123 16' M. width. 14a#59; Max height. Glazing I V31(2023 No yes yes .30.001-n.50 Avai"I. In top or Intermodhibs %action, It 6000MI00'200#1124 , 69051'. M-Adhi 14M9: MUlielght. Glazing 1213V2023, No Y. Y's 34.40/-n.30 a,allab]A In top or Inhemodlaft sedlon, Florida Department of Business & Professional Regulabon Paae 1 of 1 Building Codes and Standards 16=1 Product Approval Application Detail "de "Vor Vd. D" Dwo Poncho P.M& '5= Vmlw manufacturer Contact Emaimesr& 1-k-, Willidalled 01 V.11datuall Submitted Allorey,d Status L%Lhwayk Re,651cur 21120 Curd.s DAsion of AADS. IM, Tom Raney UL LLC Troy Bathop. F.E. 12MCY2020 12jov2om 1212112020 Approved Cat.gos)n EXtefor Doors (841 494-2513 [954) 947-0880 subcategory: Everiv Door Components torn rattsypainual,19y.w compliance MKIrst Cerilf4vion, mark Or Living Qualltv Assuranpg Arproinedfor List kyroved for Use Irroact Desion IRDA OEM Vlt�ttK'10_17, Frd,t Dinicurinfic, In KVHZ RM,t,,t Phil- and &4T Single and Pairs of Flu, sh; GI ... d. an d L.-cof s6gle and Pairs or 121W2025 Ys yes NIA Doors hallow metal doors- -Cu > 2 (D CL CL C 0 0 = CIO 0 C: Co 0 -co 0 2 21 q C113 = 5 .0 CU U_ U__ b CU > Cn .- Cn F= -0 (D U, E " CU 2 O_ ICU -a '0 C: -&-d' C/) 0- Z Z W mi C) C=) CC c") C-4 In r-4 0 t= C-4 ca _= W E W C2 CC CUP L> CIP CC E ej, C, U) (D E T D > C) > L_ CL 0 CL < 0 0 a) Cl) CM) M =:3 < CL 0 LCU W a) Z Z _j SHEET NO. PA 1,0. II ____T - - __ - - I I I I . I L 1. J b i : ' -I IL'r.."i '1. 1.11, il . I , I 1 ---7-1 1 1 1 1 1 1 1 1 - ___ I - - _I___F__1 1 ____7__ ]�_ 1 9 - I Florida Department of Business & Professional Regulation Page G of 9 Building Codes and Standards 1125t,V22 Product Approval Application Detail l code Filthy o Milk 2& omiapinding 292 � T_ Version Manufacturer Contact Engineer & License Validated By Validated Subm Ittaid! FSQ Approval ADDrunaBol status R-i.i.n 2020 Theamill Corporate, stev. jasicarson Lyndon R Schmidt P. E Ry- J. Killa P.E. 10107J2021 0911812021 101131MI 12JI5=1 Appl Categonil E;ftrlor Docris (8DO) 843-7628 PF-43409 (813) 787-6555 suitiCtategory.'"niiing Exterior Door Asseal tasparson@thermatru.cc, compillarl Method: E%galuarticen Retecatfircrinst m Florida Registered Architect ere Licensed Florida Ptofessionarl Engineer FU10MG147 IIII I I , �� , I � - � 1,�� I I I - - _ _. I I I . I - .�Z � ,� " -, I I I I I � I ; I - �, � 7 I I 1, �, - - , .�, , � , I '�_ , . � I I . � .1 QualthrASSUForntle - Approa.lifiertise A1101014adfOl"Ll I Impart collision Sag a Product I a del. Nam be r or Maine Product Description Contract Exl0matil Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Thermal Fiber,01platic and Smooth -Star Nominal dUl iiquo0on-Imme8quot Opaque 1WI12M No yes No N;A Gompousto Edge Fiberglaw Single Dopir (InswinglOWwAng: X configuratiI 2 b, Thermal Fiber-Classo and Smooth -Star Nominal 66Aqucr;Non-Impac*uol Opaque 12J34/2022 No yes No NIA Composite Edge Fiberglass Single Dpoin,fth Sick,litrel (IriswinglOutswing; XO, OX I =* 3 a Therml FIber-Classe and 811100th-SW 9I 8 8uiuoiN6r.I mpaclaclul Opaque 12131/2022 No Yes No NIA Fibeglass,Compoodits EdgeDouble, OomWth or without adl il nswing/Ourswing: XX or O= configurations) 4 d. Thermal Fiblar-Clasul and Smooth -Star Nominal 78l 0 Squot.Non-impauGir3quert; Opaque 12i3112022 No Y" No NIA r -lbarglass arge Door �omp..Iths Edge F (Inaviingloutsil X confIgurall 5 e, Therma-Tru Fber-Classic and Smooth -star Nominal 7&#39, 0 &quot,Non-lmpac[&qurct; Opaque 1213112M No Yes No NIA Composite Edge Fiberglass Single Doul SidNil (InsvAnWOrul XO, OX a OXO configurations) 6 f. Tharma-Tru Rber-Clasal end Smooth -Star Nominal 5S,#39',0&qUot;NQn-Irnpahct&quot Opaque Composibs Ed go Rbill Islas Sing Is Doc r 12i3l r2O22 No Yet No NIA 7 g. Themn. Tru Filbor-Chell and ameoth-Slat- (Inswing[Outswing; X configulaidon) Nominal BUI &quotNor,Impadt,&quo1; Opol Qw,poslits Edge FiblialgivirsaZing Ic Door with 1213IJ2022 No Y_ No NIA 8 h. Thermal Fiber-Classio and smocth-Star Sidelil Onswing/Outf,wingi; XO, OX or OXO wnfigiumbons) Nominal 88#3g;0 "Non-impalopliviul Opaque Composite Edge Fibeageall, Doubt. DI or 1261=2 No Yes No MIA 0 i. Therma-Tru rither-Cals4oarld arnooth-4heir Without Sidolitols (InswinglOudil XX or OXXO configurations) Nominal $039:8 &quotNon-)mpad*uccQIazarI , Composite Edge Fiberglass Sing Is Door 1WV2022 No yes No NIA 10 J� T heml FI ber-C tassic and amooth-Sto r (Inawnp/Outswil X configuration) NomhalVC,ii &quotINon.4mpacMquI Glazed Composite E dge Fiberglass Sing Is Door with 1213112022 No rat No WA 1 1 k Therml Fiber -Classic and Smooth -Star Sidere(s) (I nsWrig1O6twMl XO, OX or OXO wrifigufati.no) Nominal 6&a*9:8&quotNon-Impact&quI Gal Composite Edge Fiberglass Double Door wifth or , 126112022 No Yes No MIA 12 L Therma-Tru riber�Chssl and Smooth -Star Without Sidellies t1nawngkOurtawng; xxnr Ili wrifigurall Nominal 7&#W;Q Squot,Nond mpactaquol Glazed Composite Edge Fitiongtal al Door 1 M1 r2O22 No Yes No NA is - Thermal Fibour-Clarall and Smooth-%, onowngfoutawril X configuration) Nominal 7&93a;0 &qu.l mpoctgquot GLal Composite Edge Rberglassal Doorwith 12131= No Yes NJ. NIA 14 m. Th.rma.Tru Flb-Chill and Smooth -Star sid.lrdi(ol Vn.wi,VfW.WrI M, OX or OXO configurations) Nominal 9&#39�0&quotNon-Impact&qUot Glazed Composite Edge Flibeagilars&Sill Door 1221=22 No yes No NIA 15 o Therma-Tru Fibor-Claul and Smmth-Star on%vingl'Outrwhi X bonlIguration) Nominal 8&939�O &quot1NcnImp@ct&quJI Glazed Com posits Edge Fitheinglass. Sing le Door with 12al 12022 No Yes No NIA Will i nswinglOutswing: XO, OX or 0XO configuratlours) 15 p. Thermal Fiber-Cluessic and Smoath-Stair Nominal 8&A39iQ "Non-impach!l Glazed IMIQ022 No Yet No I Composite Edge Fiberglass Double Door vath or without Sidelites (I nswrigiOutswing: XX or GXXO configurations) 17 q. Theirml Fiber-Clarsto and Smooth -Star Nominal B&039:8&qWot;Non-Impacit&quI Opaque 12f3112022 N. Yet No MIA Composite Edge Fiberglass Single Door Wth Trarraturn (InsW nii/Outal OIX configuration) 18 r, Therml Fiber -Classic and annouth-Star Nominal 68M;8 9quot,NoinImpact&quec Opaque 12131022 No Yes No MIA Composite Edgra Mle-godus Sing I. D-4th achatite(s) and Transom (Ins,vinglOuituvina OIXQ. Ofox or ol comfigunifical 19 a ThermarTru r ber�Classic and Smooth -Star Nominal 611,09; a &quottlon-Impeotiquot; Opaque 12131120M No Yet No WA Composite Edge Fiberglass Single Door with Sdiefil*s) 0-vingrOuiswina XO, OX or QX0 Continuous Head and all conitgurainconal 20 L Tlie-Tru R bar -Classic and Smolh�Stalr Nornin.] 8&#39, 0 8quot;N-Impactlitil Opaque 1213112= No Yale No NIA Composite EcIge Fiberglass Single Door with Sidelite(ol) 0 navonglOuniouving; XO, OX a OXO Continuous Head end Sili configurations) 21 u, Thermal Rher-Claill anctSmixoth-Star Nomiuj6&#39:8&qua�Non-irnpaat&quot Glazed 12(3112022 No Yes No NJA Composite Edge Flberglaas Single Dow with Sidelitol (I irstAAngfOatsveril XO, OX or, OXO Continuous Hal oural configurations) 22 v. Thermp-Tru Fiber-Cessict and Smooth -Star Nominal 8&09:0 8quM Non-mlialoAquot'Giazqd , . 1 W3112022 No Yes No NA Composite Edge Fiberglass Single Door with Sderl (InsyvinglOutsvAril XC, OX or OXO Continuous Head and Sill, configurations) 23 w. Therma-7ru Fiber-Clasak, and Smoothil Nominal 6&09;8 ilquotNon-Impaot8quict Opaque 1213112022 No Yes No NIA Composite Edge Fborglasil Pairl Vented Sidelitill OnsvAngl0vtswing; XX XXX or )Q= configunil 24 K Thermal Fibe,r-Classie arid Smooth-smir Nominal WI &quotNon-ImpaleAquat; Opaque IW3112022 No Yes No NIA Composite Edge Fiberglass Door Paril V�nl adelitI (In.vvinquOutel XX >00(or >OW figureficirs) 21 y. Th.minsil FOWZ[assfil. and Smoothl Nominal 6&#3S:8S,quct;Non.Irr4oacRquoto Glazed 121311-'t022 No yes No NJA Composite Edge PlearglatiolOo.urPonell Vented Sidelita(s) OnsWilgiOutisl U, )=or)QCo 6-figurar.n.) 26 z Therma-Tru Fber-Clal�icaruclSmooth-ditlu Nominal 8&Q9:I)&quot,Ncr-Impa.c1Rquot Gial 12/21112022 No Yes No WA Composite Edge Fiberglass Oclar PanersIvAth Vented Sidelitill OnsvAngf0trsswing. XX XXXor XXXX confligurlitlOna) 27 za. Therl-na-Tru Fiber-Classio and Smooth -Star N mim]88";B&quMNon-Impa.t&qLrotGiaZed 12t3l/2022 No Yet No N)A C.mp-iteE��g.Fib�rgi.wSi�gI.Dmwkh,3&#39.,D Sidelill 6 riswinglOutswing; XO. VX a OXO configurs here) 26 =. Thermal ru Rber-Classlo and 3 moctl Nam Its 1 SS,1312; 8 &quO No h- I mpaGI Glazed 12QIJ�022 No Yes No NJA Composite Edge ribergi lam Double Door with UhW�0 Sidellaois ljrc�vdnglOutsviing, Ol Qcatfigurati,n) 29 zo, Thorme-Tru Hiper-Chisto arid ampoth-Shir Nominal 8M-39;Q SclupkNon-Impoedolwot Gazed 1=112022 No Yosa No NIA Composite Edge Fiberglass Single Door with 38I Gds)itai ((na;4n91Oul XO, OX a O)�O 30 A. Therma-Tru Fiber-Clal and Smooth -Star ��11,urrl I 04tuatNon-Impecl Glazed IW112022 No Yes NO MIA Composite Edge Fiberglass Double Door with 38,#39;0 adelftes (InenvingfiDutsong; O)= configuration) 31 I ze. Tharma-Tru Fiber�Cfiasafeand Smeuetlh�Stor Nominal 7&#39,D &quottion-I mpactilivnival Sha W 12131/2022 No vs. No NJA SwieuCtornpoafthe Edge Glazed Fiberglass angle Door with or Wthoutl 9#3P;2 ScIelifil Onsivving(Outswing; X OX XO or OXO con%urations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3115/2022 FLN6259-R31 Code Enl or r ava P-0 P= Date Status JYM VRES100 Manufacturer . Contact Eagirliter & Wlidated X Validated Submitted Pending, ARi2roved Approved Revision 2020 POLYGLASS USA Maury,Alpel License John W 10t26f2020 1012212020 FBC 12/1512020 Catell Roofing S9542331MCSrnaipc�rt@polyglass.com Robert Nieffirten Knezevich, PE AaRroval Subcategory: PE-59168 (954) 772-6224 1110112020 Underlaymerits Compliance fillettlil Evaluation Report from , a Florida Registered Archrect or a Licensed Florida Professional Engineer FL#6269-R31 Products QuallyAssuranin &MMyjd&_Wft AMMM41orMn jrn= AWk Product Made], Number cithlanne Product Darrionribilrej iff,"t Epjragon In HVHZ Outside NVH Resistant 1 Polyglass Roof Underlayments Rool undedzyments Til No yes NIA 1 Polyglass Roof Linderlaymerts, (Hl POIBI roof underlayments for use in 1`801=1= Yes No NIA HVHZ juredidenrus- 2 Polyglass Roof Undertayments 00I Polyglass roof underlayments, for use In 112112a=3 No y" NA Ill n.n-HVRZ juri.didans. 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments; for use in FSC M31=3 Yes No NIA HVI4Zjurisdictions. 2 Polyglass Roof Undle"ents irgn-HVHZ) Polyglast,r6of underlaym ents. for use in 1=312023 No Yes NIA PRO, noril jurisdioll 1 P olyglass Roof Unde rayments (HVHZ) Pollyglass roof underlaym arts for u se in F130 I 212a=3 Yes No NIA Hhu'llZiuriscialions. 2 Polygim Roof Uncleftyments (nol Polyglass roof u nderlaym ents, for use In J2123=23, N a Yes NIA FBC r1oril jurisdictions, I I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use In 1`13=23)2023 Yes No NIA HVHZ junadidions. 2 Poiyglass Roof Underlaymerits �rldri-HVFP Polyglass rod underlayments, for use in 12123=23 No yes NA FBC non-HVHZ jurisdictions. Desion Pressure 4N/AI-622.5 N/A -NIAI-0225 N/A -NIAI-43224 NtA +NlAt-622.5 N/A -WAI-62246 Florida Department of Business &Professioral Regyation Fee- i of 2 Building Codes and Standards ION1210:11 Product Approval Application Detail i i I I INTENFAE= Code - mi � SaW or 1 1 1 1 1 1 11 11 l� 11 11 I I 1, 11, i�,� i1i, ,I I, I 1� 11 1 ; I QW. U. care Panding Raft T Version Manufacturer corshart Engineer & Lt,- Validated 0, Validated subnailted FSQ Approval Approved 1111-I Revision 2020 MITd1k ft FAn Wall IDC EYWU don Bervide, LLC ICC EvWual Service, OSA V2021 08/10M21 0811=021 Approved calatiev; aftectuar.1 Compel 1952) 886-8635 LI.C. SubCardtialy, TiMss Rates �valden@mi. (205) 599-9800 � COMPIlance Method: Evaluation Report it= 3 ` ;01uigitjk7_,ftPrQ", Product 6valuction 2rilly i I I - 1 -'- 11 _ � �, -, �' � � � � �, � �, �� ' - 1, 11 . , , � . , 'I, , : ,,, �,� , , � � , , - ,� �� ,:� � ...... �� -, : I , , _t I e ,: , , , - ;, - - �:-�',,,,_ , I ", , _-� ","'. '', , , , _ 11 " I , :! .� I I I r� , . � " �,, . �, ,� 11 - I � �,��.,�'_ . � , , � � - �': � ,�, �L �.,,� ,, I ,_ ��, ,�,� , , ,�,� 11 , �, , , � '': ,� " " : � . I-: , �, , ,� ��, ,`,�,' -, ,� I I I ,: QW11YAsilunance 1, , , , ,I �', ,' _11 - 1-"-, , ::, I _ ,. - , ,,� , I �� '_ 1.1, � ,, APII ror Use , , � ,� , �, 11 I "I Approval for Use - �, � I - IMDWt , I I DoBlo I � ,,, � � " , sea # Produilft Model, Nunfiberor Name Product Dit0riDtIon Contract SlivIral Date 11) HVHZ Outside H Resistant eni 1 vil 18 go high strerg1l, truss deruntcler plate 1213i=2? Y. Yell N(A MIA 2 N11881-119 14 ga. super high stringthrrusseennestor plots i 213112022 Yes Yes MIA r1l 3 Wl 16 16 ga. truss connector plate IV11,202? Yes Yes MIA MIA 4 hill 18 go. high �bength Iresscorreeter plate 12W/2027 Y Yes MIA NJA 5 MT20HS 20 9s. high strength truss connector plate 12MV2022 yes Yes 14 /A NIA 8 T1.113. MI 18 go fir. .anneutereat.s l2rJ1QQ22 yes Yes MIA MIA 7 TL20. MT20 20 go. truss connector place 12rJl(2022 Yo Yat MIA NUA Florida Department of Business & Professional Regulation Fail V1 BuIldIng Codes and Standards IWO21 Product Approval Application Detail 92A utir .kn k" Data Pending 21111 mmk vorwor' Manufacturer contact llsoolnear 6 Worse Validated By Validated fttMl*d F30 Approyal Approved ffam Alternation 2029 PGTIndualres jana R-14 M-1-D.d. 11CCO - CER W.ml-O,da aC00 - VAL 11Mj2D20 1110512020 1111il'2020 Apreloudd Category- Wind- (941)48B-0100 (7M 3i5-2590 5.11pCoureparr. Sres Hung trosoorskilipgOndusarlas.c Corniall.. Method: Cerflificallon Mod or Usfing � I I I I - I - - - ," - Orn I - I - , - , " � I I", - - - � . I 1 2:�� - I � ,�- -, � - �i"Alnii � I I 11-1 I I I- , - � � " I � � � ,7 I I I � I I . 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Yes Me MIA 5 .. &qUot:Charlar DalkS,quot 80111111 Vwt ru� Send Vinyl 60M 12W=23 No Yes NO NJA 6 I, &c.cit:Sup., spull Built V-1 or Solid Virryl Soffit 1219102$ No Yes No MIA Florkla Department of Business & Professional Regulation Page I .f1 I Florida Department of Business & Professional Regulation page I .it Building Codes and Standards 10I Building Codes and Standards i Ill Product Approval Application Detail Product Approval Application Detail pia, , ; i 1 I !I l I . 11 I c I i; I I 1 i I is ; I I : I allill�li� a 111111111111111111111illillillilli=!!: J�g � I 1 1 1 1 1 1 1 j: 11 INE1110=10 1 I I I 1 1001010101100 Cldo ImIty or VAL Dale rat Panel RM C-da Enth,gr - - Rill. Data bat, Parldr, adl MW virpolim itarrtrscr�nrr contact Engial & License Validated BI Validated Submitted FeCA-ruvall A -I AU11111 Miss[ Version as ... feclual Contact Eprifinglea u-, V21113i BY Vilik"ad B,b,Ht,d flICAllul fter ill" Revision 2020 TAI I pultullng Products LLC Kern Ed. 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Reuling Accessed- that ..an Irefty0lonan-der Integrod Part afthe Reofing System C-pliamur hIsI EV.I..ti.n Repoli Ircm - Florida Registered Architect or a Lidee sed Florida Preiressionel Engineer I - - I I I I 11 , Z,_11 " , - , 1 �, " � " - , _ 11 11 . i � I I 1, I 11 , I I 'I, " -, - 1 7 11 � I z� I " , - " r, , �� , , , I I I - , I � � , � ", _`,_ �, �, I I I I I I : -4 , I I 1� � 1", _', 11, ""', � � , � UdWL 'Agidass . I ��_ �1_, �, _� I , - �� , �, ---- ,� �. 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E Troy Bishop, P.E. 10IM2020 1011 512020 1110512020 12115=0 Approved CatWrY: Shut,art (501) 712-9W2 PE-0046549 (954) 94U)880 Subcategory: $term Panels .Ikeb@.l laim.ri-sh.11. C4 mpliance Method; Eval ul Report from a Ing.com Florida Reg Istarred Architect or a Licensed Florida PFafessonal Engineer �, , _ �_'. , __-, , '' 11 1 I - 1 11 I - ,. , I I - Z �� ._ ,I I I �, 1:. - I . �, � I I I 11 � I � - - I I � �:_ - - I � � -1 I I I . I I I - --- i� - - - - 11 11 I 11 � I I'll I �, � - , � � I' � I i I I . I I I � � I . 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L- Proft - Katy, TX 1 2val Q020 No Yes WA NJA Florida Department of Business & Professional Regulation P.Me I oft 8WIdIr4 Codes and standards 117=21 Product Approval Application Detail 99A EI or 2*1 Date Dareftinda. am Im version Medurecturor Contact Endnoo, all del Validated §Z Wondered Subm"bod FBIC A,g,,M Approved §J" Revision 2D20 Alpirs Blued L-4. ICC Ev.1-hon Sai LLC W91I Ill contain, PF 1013V2320 i MQM20 il/0612020 ii,0512020 Approved Carol Structural Components (W) 710-3377 �407) 681-1917 SencCallegory: rruds Plot.. M-ko.10n.1l C-silland. M.1h.0; Ev.I.illl Raped to. . I .11 , � �� P ... fuel Evaluation Entity , I 11 I I I I ,� I � :,�� I - - , - I I - I I 11; ,J I 11 I � 2 1, - ; � 11 I � , , ,,,� �,,-',,,, -, , ,� � , , , - I - - 11-;�', , - - , ;-:_,,,�- " , :� , �� I . I I - . � 11 , I . 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Val ill, Contact grapin-&Uver- Validated D, Valklated Sularl FIBC Apereval A,prd�d a" Atfimultion 2020 April Avml Inc, juse Gi Luis R� Lema, Steven K Weill. PE llflrv2o2o 1 i/1 U2020, I V2WID2C Approved Cassel Fares Wells �407! 509-2008 PE-62514 (TI?l 317,8464 SubcAtal scrints .1ph.l.ft-urrilill Complete. Method: Evaluation Report torn a O.- Florld. Registered Architect or . Lidernsed Rad. Professional Engineer � I '' � -, : Kill �: �, � �_ , -, ., , 11 I __ I— , � ; `1 I - ___1 r" "'I'l- 'I" ... ", _11"I"", ,�',, �' �,� � '� _`_ __` 118, _,1 - .17 " _` - _ ,i I �� , ,_ - " , _ , � '' - __,,��,,r��r2��,�', ", , 1, ,i' , � , ", - _�,_ � � , - r. ��, - - " , , - - "I �,,�� , �, r", , - -,, I �� -, -, - 1:1 � e I , , ,, ,� W9,11 ,, �v� ,: �- - I � l,v I I �� - � ,�� , , ":, , ; �� I , � 1� � , � '1,1'� _� o � tl,�� 4 � " I " , , I , I � , elll.� ." �, �, L �_,_' " �1! <1"", ��",111" _.", __",!,�, "","I �� - . �, � �� , � � I �� ,�, -11 � _: , `,,_ <,,,,I , _� , " -, , I � . I I , ,,, � - ��_ - , "", I , " , , � 'r I 6 "I --,-; , �� , ", "I �_ ", � " , I 11 , 1-1 i_____ 'I" I I �,�, I, - , " Quality Atsurance - , _,_ � 1.� I Apprmd for Use Aporoeed for Use Imact Design 8-9 Product Model. Munster or No- Product Dissertation C.I.-I rX.1,11- Got, In NVMZ Quitiont, HVRZ Resistant Prapsun, I Alpha Aurrilnum sold 6artil Venrecl Aluminum $001 Alph 6 Aluminum Solid Aaml Vented Aluminum ON3012023 No ,Yes No MIA CMU Urne;'Wood "t/ CMIJ Ur* Wood Florida [)apartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 1 or2 1 r"21 C040 grafty or M 29, Coo Pending M I= Witibun litionsufacturar coodoct Validated sularcutted FaC Approval A ... v,d Status R.VsIl 2020 Ml Wild-s Ind Dd.rs I Sittinger Arrul Ar.hited.rot Steven M, Lil PE 11/22t2020 11122f2= 1 1 r2a= 20 Approved Cuit.g.'r. Wirldows, (T17) 365�3()o Milrufactur-A-fiall- (7M 317-8454 Subitattgerr. Fixed bsItIirgerGmlh.vd.ccra Conplia- Method: Cartificaftion Mark musing , maltumccers 11 �_ � , I I I - � I - . � I I ; I I I - I I � ,- I -- - I � "I - - - I . I I I - I - I - : I - I I I I - , ��_ "" , . . _. - sea # Froduet Prodel, Number or hill Product Descriollo Ol Assuraral AllsevedfOrUSA A -I Icu: Use Inerai 0..[- Coril Xxtuiraddl pass In HvtZ outilda gym Resistant Firtimna I 185 PW 73. 72 Insulated Glass O00S402S No Y.a No .sof-ec Florida Department of Business & Professional Regulation la.s. 1 of I Buildi ng Codes and Stance rds 140=1 Product Approval Application Detail ;:iI;iii: I ''Ill, I il ; ag i 'ill; : : : i I: 1 �;i I! !ill I; 1 'Ila Ill i� I I! a Ii ;;i I I 111411111111111111111MAN I i I i i I i :: !do 11 : I i i I I i EMIKAW C-10 Entire or. Data Iwo Data ftnelino 2de mm Nerslon Manufacturer Conrad Isnalftedir 9 License Validated By vwld*d submitted FOC Appra"I Aperpyed stral Affirmation 2020 FIST Irclustra, J., "I Maral-C.d. ll - d ,,ER Wron-fil SOCO -VAL 1110I 1110I 1111112020 AppI Catelsow. wndM4 (941)486-OiO0 (780) 315-2590 swbcatQgary: mulplons hWW1WGpgrftdI Cilanni-caftleffitid: C.n1l Mork or Lisfirg " __ _-, I 11 1 _, - , � ,. *40444r 1 I " __ 1� �1� - . - , - � � _", em I ,�- , , . - , , �,,�l,,,,-�,,,,,,,��',,,,,�,,�,-,,4�, 1,�,',t,��- t , ,__%', �, � 1, I, , 11 � ,_�� - ,,.,', r I - "I ,� � � �: I - �,�, I I "; � � : I I I � " x ,,,� ,,�, ", I r� 11, I "; ", ., " , , ,-,,- _ , � I - - 1 1 ,,, � � , , , ", �,�, I , , , , , __ ", ,,, -�� '-,`, " ; : � ,; I 1 1 . . , �� - $so* Product Model. Number or Native I I , - � , , I I ,�,�`,�, � I , I Product Dwription contract 1xisil Date - I I � 1�, ,� I : � Agglaymillbrill A,,-,dfc,U,, In HVHZ Outside - ,,,,,,,, I ,,-,� �. 1Y, , Import Deal HV)JZ Ribilistanit Pressure , ,� - I Mullons fdrAJI Doars; and Windesys Aluminum Mullons 05126.2026 Yes Yes Yes I Florda Department of Business & Professional Regulation pal V2 Building Codes and Standards IWD21 Product Approval Application 0 , etall Coo Enbl, W 11111111 -Q" Drap, Flardin. 299 Wee Vall Manufacturer contact gnalreor 9 License Validated BV Validated 4lubmituld FN Approval Approved 29M Rovision 2D20 CIPIF Michael SW Robert Nientran John W. Kne-firli ME D02MO20 WIZU202C 10102J2020 1211&2020 Approved dot-galar. Roel (00) 7el i PE-59166 (954) 772-B224 SubCattiliciril. AIPW alkigillis rinstiehiggal Cornrill- Method: E�a[uafidin Rap- f- . Flord. RogisterodArchIl or a Licensed Florida Professional Engrear -1 0121k14"Proo-1 I I I I - 1:,�,, - I I � :_ � 1, - ,� I � � - I - I I I �___ - I - I - I - I QVI AS&UraMe I I � � �, - �, �, 11 Arol for Use Approved for Use I W=d- I Doden 21311 Product Model. Nuebraor N� Product Desurliptler contract rXillration Ra In HVIR "side H Reetaten! prosavin, 1 GAP Asphalt Rod,91hingles Floorgless ralufaned 3-hoo. erninsbed� 5-tabvMd 12t,16I No Yes MlA MIA hipirco. asphalt shh,g*e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Delta 11 page I or I ils= Code Entity or ft. code Data Pending 2I Tirlas Version elarefeeturs, Contact Mrgln.r & U.- Validated Sy V.11chdad Submitted F8C Approval Appateviall MI RalIMAW 2020 Fields Metal Products Ind, CI9kJl Jam" I. SuNer, P.E.6 Steven M. Urth, PE D9,2712020 0612512G20 10"RO20 12V1612020 Approved calteaw Rociing (904)7B3-8400 CBUrK agIreering (717l 317-8454 Slakcatogory; Rooling Accoaacwhos that Are an ol.rk(pliadedcom PI Integral Part affir. Feeling systurn Cournplareallethod; Evaluation Ropertfirc- Fiel RelilatersdArchitectora Licensed Force Protessionol Engineer , 11 4 , �, :,� I � - I I I , , c - ��,� " , - I ,� __1 ,- " , , , I'll � 1, I � 11 , I , ;� , " -, ,�, I I I , � I I , I , � � OWAs, Wit, -1 I I 1, � �11 � 11 I -1 . I � , __ � I - I � I I I I I I I ; : _�! ,: " I � � � � - I , I" � � � I ,�: � ': - -A 1�, ,� - QuagbAssurtal _� ,� , � �i�,,, - I - , , , - � , , 1, I I - Approveillortill Approved for Use �, : I , I I lieslon aw f�"ft!�" Product Itu,scral coril Exininution Dist. In HYRZ oub.1pil Ro"ani Proa., S 0-Rid-0--ve"atu di: AhurnhUnt Ridge VAnts Ior pitched rpoftlabroated 12131r2024 No yes No MIA firdin 0.025'Auminum Florida Department of Business & Professional Regulation Page 1 of 1 Building Cedes and Standards U25022 Product Approval Application Detail '' '! ; NMEM I I code Entity o Date Dal Daft Pending WMEMEM Date T_ Version Marruftelbure Cantata Eniciniver & Ugonsup Validated 8 Vajdatiod submitted IISCApproval Approved Iwo Revision 20Z Global Protection Products, LLc. Tim Robinson WaII Trk Jr., RE, John W. Kneliel PE CWGBM20 09006=0 10MU2020 12P16f2020 Approved Cartel Shutters (D54) 689-7,545 PE-44167 (954) 772-8224 SubCartegory. Storm Panels ifirin.rolensanQgpiperitcom Compliance Method: Evaluation Report from a Florida RegisteredArchkeetor a Licensed, Florida Prefoasionai Engineer � - _ I , � � - . I " _I� , - , 11 I �, , � I ,� : � - 1�1 I � I" , 1 I I I I I �:s 11 , . �4�� - -:,� - � ` I �, 1 , , . I :1 1"I"' I �� ,� , ,� � " I I � " Quality Assurance , - --l" � , , --�,� - : � � 6, _ :� 1, 1 :, , - Approved for Use Atunig ar Use f . I I im= I Design a" fr Preduct Model, NUmberor Nam Product description Contract Exaltation Dift in Hv Outside HVHZ gg tn Resistant Festal 1 20 Gage GWvanIzed Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Paris[$ retained 12i3V2022 Yes Yes Yet NIA or not by Brooks Ad prol hurricane probacdon- 2 24 Gage Galvanized Steel Storm P-I Corrugated Ga"nized Steel Storm Panel. retained 12131/2022 NO Yes Yes NIA or not by tral to provide hurricane protection. Florida Departmerrill of Business & Professional Regulation Fogel 01 Building Codes and standards irr=l Product Approval Application Detail coill Eign 0 2" D310 Dab Pan Dale 'Nos youse" 1111-hia.lunfil crantact Engineer & unaras valwated W Validated Butaritari FfIdApprev Ariprol status Revision 2020 Cotrivinordir Col Prodws.1ne. Robel Samuel A. ,inecirdirtig John Hoy 1W(U2020 12/1612020 lzrlamw deg FIBC Airl Catograv structural components (41 �) 650,3707 PC-14245 ($52) 588-5311 3lubcallogorr. Products Introduced as a Result of, pl-oustotgod.roy.h...dom Nes,Tachnology Compirel 1119thed: �Valluaticn Ropon fern a Flord. R.gisheredAn,hilact pro U-sed M.lid. Pird-iorl Ergi-er �60� � ,_ I - I 0, I I I I I I I - � I � 1� __11 I - I I . I - I - 7 1 ., I � I � "I ,. I I � - � I 1: � � " , ,_ 7 " � - �� , . � I I I I � _", , _`:, I I I I . , $0011, Product Model. likinelpar or N- Product Description Cot:�=a Approved for Use AwrovelliferUcis knead Design in HVHZ Outside Resistant I Oluary, Procter orCermnardal C-dre, Products Precast and Prestressed Coricreto Lintels 05126,2024 No Yes MIA NJA May 27, 2022 E a) W r_ Cn -0 2 -Cu > 2 a) = - a 0 =3 _0 (D 0 CL CD_ = 0 0 %_ . = a CU -1, 0 -0 a) -I..- a- (I - a) M c- C) = -0 0 CU 0-0-0 0 -cu .- , Zn- = 0 = " 5_ = 0 a) 3: M = .O- _Ill LL lil - CU Cn ._ Cn - (D Cn %_ .+, CU " 0- = I -- M -0 ,2 .= 0 W CDL .< a 14 Z Z W =I izi Co. " C" -= -;_ cz \1 a) = ;W LLj ,:.I- CD = = ,; III=- - l cIp C3 C2. C17 = = M (L-5 C,4 1 -0 co >< = LA- 0- .!2 cc = - un _= III -= V) CIP Cc .., W C%4 �;a Cu W 3: _. - W -5 E = = W C - --CC Z 11 .! i . - '.) = C= .t= M ::_ =- .= .= C2- E C, I-) - C, I - U) L. (1) E -ol =3 0 0 C_ co � M ICU > 0 > L_ CL 0 0_ < L. -4-0 0 =3 0 0 <t L_ 0- (1) U) -F--# L) ICU co I < -0 CL �- 0 L " � < C (L) = _j Z < _j a_ I SHEET NO, PA 1.1 -00 > 0 _iZ Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated I Z13OJ2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated IMW2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130n020 (D CL CL C: For direct link' to 811 Sall" approvals Wed below, CLICK HER For direct link's to All S$T`Approvals listed below, CLICK H9R For direct Inks t6all SST lipprovols listed berow, M= For direct links to all 8STapproyale. listed below, CLICK HSR co For additional InformRtIon regarding Florldes StRiewide Product Approval =ernarrd Maint-Dade County Notice of Acceptance aION, CLICK HF_R For Motional information f!1srdIng Florida's Statewide Product Approval S�slent and miaft-Dele County Notice of Acceptance (NON, CLICK rJER For additional iftflormattal reaLding Florldas Statewide Product AEprcvaI*ysteM and Mami-EXce County Notice of Acceptance (NON, QWCK HERE. For addition$] Information regarding Florlde'sStidewide Product Approval Systemand l4arnAlade' Counly Notice or Aroelptanco (NON, CLIgK HER -8- 0 FLN2306-117 FL#10446- F010456-0 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-C�8"IrD 3- C= = M -M - Fn 9116" and heights ranging from 4-5116" to 11". Concealed flange (D -0 L) 11gil Product Model, Number or Name Product Description Sea III Froduct Model, Number or Name Product Descriotion Sea # Product Model. Numberor Name Product Descrlotlon version CH USC) availablefor models having width equalto or C) I Titan Stainless Steel Concrete & Masonry Screw (TTN-55) 1/4" diameter Titan stainless steel Masonry screw I A21 � A23, A33, A54. A-35i A44 Angles I ET, BTB, BTH BrickTies greater than L_ -0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST112, CMST14, OMSTC16 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-7/8"to 3� 0 CL 0 3 APB44, APB44R, APVB65, APB66R, AP!38a� APB88R, APB1 Q1 0, APB1 01 OR, APVB44, Outdoor Accents Post Bases 3 CS14. M5, CS18. CMO, CS22 Coiled Straps 5f8" and heights ranging from 9-114" to 16"� = FL"689-116 APVE44R. APVBSS. APVB66R, APV688, APVBBBR, APV81 010, APV81 01 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 0 4 APDJT2m4, APDJT2R-4i APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Tiss 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers ICU 0 > 29" r Product Desorlg= APVDJT2R-8 6 DSP, SSP, TSP Slud to Plate ti 15 LUC26Z, LU= 02 Face�mourit hangers Cl) - -0 E 0 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH46, APHH46R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H 1, H1 U& HZ5A, H3j HO, HIZ, H 16, H 165, HI 6-2, H 16-28 HurricanaTies. 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-W16" W4- Cn (3) L_ L_ 2 S139112, SD9212, SO10112, SD10212 Strong -Drive SD Connector Screw 6 API-4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Bearn-to-Colu mn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15,11 IT% (n 0 0- 3 SD91 12SS. SD9212SS Strong -Drive $D Connector $S Screw 7 APLH24. APLH24R, APLH26, APLH26R, APLH21 0, APLH21 OR Outdoor Accents Light Hangers 9 HS24 HufrioaneTis 17 MGU3.e3-SDS, MGU5.25-SD$, MGU6.62-SDS, MGU17.00-SDS Face -mount hangers ICU I_ C�L -0--o 4 SDCF22434, SDCF`225tZ SDCF22614, SDCF22700, SDOF22858, SDCF2210141 Strong-Drivo SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2.SD31.5; HS$2-,2-S0S3, HSS2-3�SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5. U) SDCF221134, SDCF221334, SDCF271956, SDCF272358 9 CBT2Z.CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5. HSTS StraightStraps 1/8" and heights ranging from 6-161161' to 19-112". 5 SDCP2�434. SDCP22512,,SDCP22614, SDCP22700, SDCP22858;,SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z.. CJT4Z., CJr5Z, CJT6Z Concealed Joist T" 12 HTS16, HTS20, HTS24, HTS28., HTS30, HTS30C Heavy Twat Strap 19 MUS20, MUS28 Faca-mount hangers, SDCP221 100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ. HTSQ2(IK7Z Heavy Twist Strap 20 $UR, SUL, SURC, SULC series hangers Skewed face -mount hangers, available in vAciths ranging from I - 6 SDHR27400. SDHR27614. SOHR31400, SDHR31614 Sirong-Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 UFTA Light Floor Tie Anchor Dill 8" to 3-W18" and heights ranging from 3-1/16" to 13-314" 7 SDS25112. SDS25134, SIDS25200, SOS25212, SDS25300, EDS25312, SDS25412; Stmng-Drive SOS Heavy -Duty Connector Screw 13 FC4.FC3 Framing Clips 15 LSTA9, LSTA12. LSTA15, I-STA18, LSTA21. LSTA24, LSTA30, LSTA3S Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SOS25600, SDS258M 14 FWANZ Foundation Wall Angles 15 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, a SDS25112SS, SDS252OOSS, SUS25212SS, SDS2530OSS, SDS25312SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers avallable in widths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 K2A, H2.6T, H8, HIOA-2, H10S, H14, HGAIIO HurricansTles 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6"and heights rangingfrorn 2-5f8"Iro 11-lfz["� 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers IP 20 MGT MST27, MST37, MST48, MST60. MST72 Medium GirderTiedown Straight Straps FL=007-RS 19 KB81Z Knee-Braos Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL*10697-RO 20 Angles 22 MSTC2$, MSTC40. MSTC52. MST065, M$TC78 Straight Straps §.W Product Model, Number or Name Pmduct DescdgUa 21 LCE4 Post Cap 23 MSTC4893,MSTC6983 Pre-GentStraps Sect # Product Model, Num ber or Name Product Descaggga I ATR3t8, ATRI/Z ATR518� ATR314 Threaded Rods 22 LSW, 1-650, LS70, LSQ0 Skewable, Angles 24 MST12i0, MST136� MST148, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available, in Wdths ranging from 1 -911 V'to 7, 2 ATUD5. ATUDS-2, ATUD9, ATUM2, ATUD9-3, ATUDI 4, ATUD14,2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS. MTS18, MTS20, MT824C, MTSSO, MTS30C Medium Twist8trap 1/8" and heights ranging from 7-118"lo. 30", 3 8P318-2, BP1/2, BP1/273, SP5/8-2, B135/8-.3. BP3t4, BP3/4-3, BPRTUD$-4 Bearing Plates 24 LSSJ26LZ, LSSJ25RZ, LSSJ2BLZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 20 NCA2x10-12, NQA2xI2-12, NCA2x8-10j NCA200-10, NICA2x`12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8"to 7- 4 CNW318, CNW1112; CNW518. CNW3/4, CNW5/8-1f2, CNWSJ4-5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37. USSR2.56, LSSR210-2, LSSR41C Field Adjustable SlopeablefSkewable Hanger 27 RCW1312, RCWB14 Wall Bracing 118" and heights fan ' ging from 9-1 X'to 24`� 5 CTUD55, CTUD65. CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUDp7i Coupling Take -Up Device 26 LTP4,LTP5 Tie Plates 25 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers avallable in widths ranging from 1 -1 Zto 3- Z CTUD98, CTUD99 27 ML232, ML24Z, ML287, ML28Z, ML21OZ Angles 29 RSP4 Situd to Plate Connector W" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, Nis Heavy Hex Nuts 28 MMH8 Rooffie-Down 30 SPI i $P2, SP4i SP6, SPs SW d Plato Tie 4 QGHF series hangers Top flange hangers available in widths ranging from 1-:314" to 3� 7 RTU03, RTUD313, RTUD4, RTUD41B, RTUD5, RTUD15, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHES, SPHS Heavy Stud Plate Tie 5/8" and heighis ranging from 9-114" to 24'. 8 TUD9. TUD10 Take -Up Device 50 MMLU26, MMLU26-2, MMLU28. MMLU28-2. MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2.5� SG5, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers iavailable in widths ranging from 5.114" to 8- 9 TUW3B Take -Up Washer 31 RBC:RBCP Roof Bou ride ry Cips 33 ST9, ST12, ST18: ST22, ST292, ST2122_9T2115: ST2215, ST5215, STI5224, ST6236 Sitaight Straps 718" and heights ranging from 11 " to 32-1 Z, 10 URS3 318" Uplift Rod Run Tieclawn System 32 RST-3 Roof Tie -Down 34 TS20, TB27, TB30: TB38, TB42, TB48, T1354, TB56. TB63 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths rRnging from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing, 114" and heights ranging from I 1-11,Vto 32". 12 URS5 5f8` U plit Rod Run Tledown System 34 STC, STCT, DTC_ HTCA Truss Clips 313 VGT,VGTR,VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available inMdths raryging from 3-1 K'to 6-7M' is URSO 314" Uplift Rod Run Tiledown System 35 7JC*a7,TJC57 Truss Jack Clips 37 WS1 00. W81 OW, WBI 26, WBI 260, WB143C Wall Bracing and heights. ranging from 8-112" to 28"_ 36 Z2,Z4.Z44 Panel Stiffen er Clips 8 OLTV series hangers Top flange hangers available in widths ranging from $-14' to 7- 118" and heights ranging from I I " to 32". FL#IQ441-R6 FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#J 0-447-RS IJ2" and heights ranging from Wto 39'� .4li" Product Model. Number or Name Product Description Sea # Product Mo del, Number or Name Product Description 10 HGLS reres. hangers Saddle hangers available in,,midthis ranging from 5-1X'to 8-718" 1 DTT2 Hold-down Sect 4 Product Model, Number or Name Product Descqp2M I CE31-12.S7x5S, 081112.57x7.83, CBH 2.37xg.75 Concealed hangers and heights ranging from 10-It2" to 28"_ 2 HOCI 014, HOCI 0/22 Hold-down 1 AHEP Adjustable Hlp-End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DIJ, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to B ,3 HDQ8� HHOO 1i , HHOO14 Hold-down 2 DS02P-SDS3, DSC2L-SDSS, DSC5k-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from I -9/16'to 3-9116" and heights 718" and heights rariging from IYA12�to $7, 4 HDU2, HDU4, HDU5, HOUS, HDU 11. HDU1 4 Hold-down 3 GBC Gab a Brace Connector ranging from 9-i&'to 23-15116". 12 HGLTV series hangers Top flange hangers available in.Wdths ranging from 3-114" to I- 5 HPA28. HPA35 Strap-sityle purlin anchor 4 HCP111.81, HCP2, HCP4 HIP Corner Plate 3 HGI_13.63-SDS� HGU5.25-S[Da, HGU5.50-SDS, HGU5.62.SDS, HGU`7.0OSDS, HGU7.25- Face-moutit hangers 118" and heights ranging from 14"to 33'. a LSTHO8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2. HHRC42, HHRC42-2, HHRQ4/1,81, HHRC44, HHRC5.2513.25, HHRC5.37r&.12, Heavy Hip to Ridge CDrinectors SDS, HGUg.00-SDS 13 H IT se nes h a ngers, Top flange hangers available in widths ranging from 2-5116'to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518"tD 7. 9115" and heights ranging from 18"to 26". 8 MPAiS2, MPAI44 Strnp-style purlin anchor a HRCI.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-6116" to 12-7W. 14 HUSTF series hangers Top flangelcist hangers available in widths ranging from 3-1/8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62.SDS, HHGU7,00-SDS, HHGU7.25.SDS, Face -mount hangers 3-9116" and heights ranging from 5-M" to 13-1/8". ID PAI18, PAI23, PA128, PA135 Strap -style purlm anchor 8 LSU25, LSSU28. LSSU210 L�ght:Slopealdla/Skewable U Hanger HHGU9,00-SUS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9h&'bD 5- 11 STHDI 0, STHD1 ORJ1 Strap -style hold -dawn 9 TBL-4. TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS413, HHUS48, HHUS41 0, HRU85-50110, Face -mount hangers 1/2" and heights ranging from 3-7118" to 15". Concealed flange 12 STHD1 4. STHD1 4RJ Strap-styie hoid-down ID TC24. TC26. TC28 Truss Clip HHUST25110 version N UCTF) available for all modets having width equal to or 11 THA29, THA213, THA21$, THA218-2. THA222-2, THA-41 a, THA418, THAC418, THA422, Adjustalicle Truss Hanger 7 HSU R, HSUL, HSLIRC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/1 e". THAC422, THA426. THA422-2, THA4�6-2 118" to 5-IJ8" and heights ranging from 4--VilPto 15,314!'� 16 HWP series hangers Top flange hangers available in widths ranging from 1 -,9116" to 7- 12 THAH.M22, THAl2,0&22, THIA12. 1;22, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available for all lff' and heights ranging from 5-316"to 28'. -c 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodets; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Lu 14 THJA25,LTHJA26, LTHMA Multiple Truss Hangers 8 HTU261 HTU28, HTU]210, HTUI213-2, HTL126,2, HTU2%2 Face-mou It hangers 112" and heights ranging from 5-3/6'to 52'. = = 15 THJM2-4-SDS3, THJM2-54SOSS, THJU23, THJU28-W Multiple Truss Hangers 9 HU� HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from I -911&'to a- C") c= 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-716'to 19-114r- Concealed flange 5/8" and heights ranging from 9-1/6'to 16', 17 VPA2, VIDAM, VPA3. VPA85, VPA4 Variable- Pitch Connectors version (HUC) available for all modefs, having width equal to or 19 JB series hangers Top flange hangers available in width of 1 -9116" and heights >`c u- c- 18 VTGR ValleyTruss Clip greater than 2-9116". ranging from 5,VS" to 7-114". cn c= 10 HUCOI.8119-SDS, HUCOI.81/11-SDS, HUCQ210�2-SDS, HUCQ210-3-Sos, HUCQ310- Face -mount hangers 20 series hangers Top flange hangers available in width of 1�9116" and heights 0 c4 - c-4 c= cc SDS, HUCQ410-SOS, RUCQ412-SDS, HUCQ5.2519-SD,-, HUCO5.25111-8D.S. HUCQ610- ranging from 9-3/116"to 13-116". SDS, HUCQ612-SDS a) c) 2, cc o, co Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 RM"Q Simpson Strong-Tie2O2O FBC Approved Products Updated 12rg�20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For drt Inks toall SaT approvals listed belove, CLICK HERE For direct Inks to ell SST approvals Wed below� CLICK HER For direct Inks to all SST approvals listed below, CLICK HERE For direct links to all SST approvals listed below, CLICK HERE wmmml For additional information regarding Florida�5 Statewide Product Approval System and Marni-DAde County Notice of Acceptance (NON, aLLQ&b=. For additional informaticil regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NON. 2LLQJLd0J. For additional information regarding Florida's Statewide Product Approval System and Marni�Dade County Notice of Acceptance �NON, LUCLUM, For additional information regarding Florida's Statewide Product Approval System and Marri-Dade County No:iA of Acceptance (NON,.9;�, 21 LB series hangers Top flange hangera available -in width of 1-9/16"and heights FL#11468-R5 15 SILBV1.56, SILBV1.81 � SILBV2,06, SfLBV2.37, SILBV2.56, SILBV2.66, SfLBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-116!'i, S/LBV3.66, SILRVS62. SILBV4.06. SILBV4.12, SILBVA.29, SILEIV4.76, SILEIV5.80 6 Strong -Bolt 2 (STIR2, STB2-4SS, S7132-6SS) Stong-Solt 2 Wedge Anchor for concreta�available in carbon 22 LBAZ sades hangers Top flange hangers available in welth of 1-9/16" and heights AW EM.ModeLtIumber or Name Product Descrintion 19 S/LT720, SIQTT2Zt.S�HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 816 stainless Meal ranging fromg-Sfi&'to 1 H 077HHLJS�104 Joist Hanger 20 S/MSTISO, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD�H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty ScrevvAnchorfor concrete and masonry 23 LEG3, LEG5. LEG7 series hangers Top flange hangers availailble In widths ranging from 3-1/4" to 6- 2 HRS6, HRS6 HRS12 StrapTies 21 SP4,SP13 Stud Plate Ties avallablevAth hex head in carbon steel and Types 304 and 316 713" and heights ranging from R" to 33-117'. 3 HUCW10-2-SDS, HUC�210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Glud Rate T !as stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wilths, ranging from 5-14'tc 6- 4 THGB2, THG83, THGEIM, THGBH3. THGBH4 Joist Hanger 23 STC, DTC TrussClip Type 316 stainless steel 718" and heights ranging from 9"to.32-1/7. 5 THGQ2-SDS5, THGQ3-SDS4.5, THGOH2-SDS3, THGQHS-SDS4.5, THGQH4_SDS6 Joist Hanger 24 T8022 Truss Brace Diagonal 8 Tken HD Rod Coupler ITHDS7634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete, 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THG.W.3-4, THGW4-5, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOB37159RH, TH037212RH, Titan HE) Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114!'to 24' THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hang ers Top flange hangers -available in width ofl-9/16" and heights 1U Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-5J8`to7-1J8". FL#11473-R5 FL*M 39W-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I -Vl�" to 7- Sea Product Model. Number or Name Product Description It" Product Model. Number or Name Product Description FL#16230-RS 1/8" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQM3.52-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SQSHDG, CCTCaM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR G irrier Retrofit Anchor CCTQM4.82-SbSG: CCTQMS,50-SOSG, CCCQM3.62-SDSG; CCCQM4,62-SDSG, S .ag" Product Model, Number or Name Product Description 3 H18, H16S, H10-2: H1&2S HurricaneTa GCCQM5.50_SDSG; I AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#I 0860-RO 4 HETA12, HETA113, HETA20, HETA24, HETA40 Embedded Truss An cho r 2 EQCLQM3.62G-Kr, ECCLOM4.62G.KT-, ECCLOM5.50G-KT, ECCILLOMID3,626-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Ad hesive for mason ry 5 HETAI-12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD$.62G-KT, ECOLROMD4.02G- 3 SET-XP SET-XP High-Stranp Epoxy Adhesive for masonry 12" I Froduct Model. Number or Name ABA44, ABA44R. ABA46, ABA46R; ASAW, ABA66R Product Descd= 6 HGAM10, HM9 Masonry retrofit connectors Kr, ECCLRQMD.5,5aC3-KT 4 Strong -Bolt 2 (STB2) Strong-Bott 2 Wedge Anchor for masonry 40 2 ABU44, ABU44R, ABU46. ABU46R. AgU5-5, ABU64 ABU65, ABUK ABLI ABU88. Adjustable Post Base Adjustable Post Base 7 8 HHETA16, HHETA2R, HHETA24, HHETA40 LGT2, LGT3-SOS2:5, LGT4.SDS3 Heavy Embedded Truss Anchor GirderTiedown 3 4 HGUMS .25, HGUM5.50, HGUMTO0, HGUMT25, HGUM9.00 LGUM26-2. LGUM26-3. LGILIMM4, LGUM28.2. LGUM28.3, LGUM28-4. LGLJIM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD.H4SS, THD-HBSS, TH D-CSOSS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUS&R, ABU10101 ABUIOIOR, ASU1212, ASU1212R 9 LTA2 Latera I Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or316 stainless steelwdh hek head, and 316stainless steelwith 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABWEiORZ, ABW7-7 A04, A04R, ACE4, ACS, AGOP, ACEO Adjustable Post Base Postcap 10 11 META1 2, META16, META1 8, META20, META24, MF=TA40 MSTAM24, MSTAWO, MSTCM40, MSTCM6O Embedded Truss Anchor Strap, Tie for Masonry 5 MBHA3.12/9.25, MBHA3.12/11.25. MBHA3.5617.25, MBHA3,56f9_25, MBHA3,56/11-25, MBHA3.68/11.88, MISHA3.56114, MBHA3,68/16, MBHk3.56118. MEHAS.Wff.25, MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for ooncrete or masonry 6 BC4, BC46, BC4R, BC6. 1305R, BC8, BC52-2141, SCS2-&6 Post Cap 12 MTSM116, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5-5019-25, MEHA5_50i,11.25, MBHA5-50/11.M. ME3HA5.50114, MBHA5.5Ofl8, 6 C944, CB48, CB48, CMS, CB88 Embedded Column Base MBHA5,50/18 ICU 7 CBSQ44-SD52, CB-SQ46-SD82, CBSQ66-SDS2. CBSQ86-SD52, C8SQ88SDS2 Embedded Column Base 6 MBHU3,53N,25, MBHU3.Will.25, MBHU3.56111.88, MBHU3.E&14: MBHU3.456m, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-141c, 94t2" and MBHU3.55118, MBHU6.6019,25, MBHU&M11.25, MBHU5.60111.88. MBHU5.5Dfl4, > W2 ranging from 3-5ff' to 7-112" MBHU5.50/16, MBHU550/18 Sea X Product Model. Number or Name Product Description 0 9 CCQ-SDS2.5, ECCQ-SDS2.5 Swiss Screwed column caps with WI ranging from 3-114" to 9-IfZ'and Product Model. Number or Name Product Descrintion I X3491016-5K. XIS110116,XIBIO16-41K, XQI$1018, X0161016-41K 910-16 Strong -Drive, X Metal Seff-Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7-1/2" 1 DTT1 Z Deck Tension Tie Drll Point > 10 CPT44Z, CPT6@Z, CPTS8Z Concealed Post Tie %as 2 HD12, HDI9 Bolted Holdowns FL#d3975-R6 2 XLQI I 4T11 224, XLQI 14S1 224-2K #12-24 Stro rig -Drive XL Large. Head Metal Self-Drii1in g, Ta pping 11 EPB44A, EPB44, EPS46, EPWO Embedded Post Base 3 H0313, HD5B, HD7R HD96 Bolted Holdowns Screw5 with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sect 9 Product Model, Numbor*r Nam* Product Dosedeft 3 XMQI 14S1224, XMQI 14BI 224-2K 912-24 Strong -Drive XM Nedium-Head Metal Self -Drilling. 0 15 LC544, LCB66 Embedded Column ease 6 LTTI 9,. LTT20B, LTTII31 Light Tension Ties I SDW22300, SIDW2ZMa, S0W22438,,SDW22458. $QW22WQ SOW22000, SOW22638. StrongDrIve,9,DW EWPLPLY and TRUS$-PLY ScrevA Tapping Screws with #6 Drill Point end Med lum D arneter H ex 14 LPC4Z,LPCOZ Light Port Cap SDW22634 4 XQ1I 4SI 224� X01 1 4B1 224-2.5K XI 14S1224, XQ1I 1 2SI 224� XQ1 128144-2K #12-24 Strong -Drive, X Metal Self-Urillng, Topping Screws with #6 15 MPB44Z, MPS66Z, MP988Z Moment Post Base. 2 SDWC15450. SOWC15800 Strong -Drive SOWC TRUSS Screw Drill Point 16 P844, PB44R, �B,16, P686, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DR SE)WHI940ODS, SDWHIQOOODB, 8DWHI98OODB. SDWH191WODB S*onp-Drive SDWH TIMBER-HEXSorew XU34SICIS, XU3461016-5K #10-16 Strang-DriveXU Metal Self -Drilling, Tapping Screws with IT PBS44A, PS,546� PBS@8 Embedded Post Base 4 SDWH 27400G. SDWH27600G, SOWH27600G, SDWH271 OODG, SOWH2712C)OV, Strong -Drive SDWH TIMBER-H EX H DG Screw #1 Drill Point is PBV6, PBVIQ Round Post Base Segill Product Model, Number or Name Product Nscd2JL2a 5 SDWS16212, SOW-5116300, SDWS1 5312, SDWSI 6400 Strong -Drive SDWS FRAMING Screw 19 P044-16: PG46-18, PC48-16. PC64-16, PC6&lf)l EPC44-16, EPC48-16, EPC48-16, Post Cap I SB518x24, SB718x24, S81x3O SB Anchor Bolts a SDWS19600, SDWS1971Z SDWS22400.SDWS22500,SDVVS22512,,9DWS22500. Strong-DriveSIDWSTNBER Screw(Interior Grade) 0 EPC84�16, EPCSS-18 2 SSTa16, SSTB20, SSTB24, SST828, SSTB34, SSTB36, SSTBISL, SSTB2OL, SSTB24L, SSTS Anchor Bolls; SDWS22800, SDWS22900, SOWS2211000, SDWS221 100. SDWS221200, SDW=l SDO FL#35320-RO 20 PO4Z, PC4RZ� PCSZ, PC5RZ, P082, PCBRZ. EPC4Z, EPC4RZ, EPCZZ, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDVVS22300[)B- SOWS22400013. SIDWS225000B, SDWS226001)B, SOWS2280ODB, Strong-Dfive SDWS TIMBER Screw (rx1enor Grade) EPGBRZ SDWS221000DE §2" Product Model, Number or Name Product DescdRjilga 21 PPB44-4Z, PPB"-6Z Post Base 8 SDWS-22312DBB, SOWS225120BB Outdoor Accents Structural Wood Screw I DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RP8Z Retrofit Post Base FL#13872-R4 9 SDWS27�00SS, SDWS2740OSS, SDWS2760OSS, SDWS276OOSS, SDWS278WSS, Stroogi-Drive SDWS TIMBER SS Screw 2 F-CB43.5, FCB45-5, FCB47.5, FCB49.5, FCB411,5 Bypas;s Framing Fixed -Clip Connector U) SDM271 OODSS, SDWS271 20OSS 3 FPHSD34S1O15, FPHSQ34B1O18, FP`HSD34BIO15-5K: FPHSD34S1214, #10-16 and #12-14 Stsong-Drive FPH,9D Framing-to�CFS Self- Sag X Product Moidet, Number or Name Product Description in SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B.1214, FPH1SD34B1214.5K Drilling, Tapping Scram FL#1 0866-R5 1 CMST12, CMST14, CMSTC16. CS14� CSIG, CSIS; CS20, C$22 Coiled Straps I I STN22 Outdoor Accents Hex-Hoad Washer 4 LSFC2.25, I-SIFC425, I-SK6,25, SFC2,25, SFC4.25, SFC6.25 Stsel Framing Connector 2 HRS6: HRS8; HRS12, FHAS; FHA9, FHAl2, FHA18, FHA24. FHA3Q MST[2e, MSTI36, Straps 97 mil (12 g a) 5 LSSC4.25, LSSCS.25, SSC2.26, SSC4,25 SSC6.25; MSSC2_26, MS5C4,25. MSSC6.26, Steel Stud Connectors Sea # Product Model, Num bar or Name cl: Descriotlon M8T148, MSTI60, MSTTZ SFMST27, SIMST37, VMST48 MSSC4.25KVV, MSSC6,25KW 1 FJA,FSA Foundation Anchor 3 HTS16, HTS20, HT82A, HTS�S; HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW55, R.CKVV7-5, RCKW38, RCKW5.5S Rigid Knee Wall Connector =:3 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST14g, LST173, MSTA9, MSTA12, MSTA1 5, MSTA16, MSTA211, MSTA24 Straps 43 mil (18 ge) 7 SCB43.5,$C845.5, SOB475, SCB4g.5, SCS4111,5, MSOB45.5, M808475 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH4Mt GH48-8, QH410-6, GH410-8. GH66-6, GH85-8. GH68-6, GH68- 8, GH61 0-6, GHBIO-8 Girder Hanger 5 6 LSTA9, LSTAIZ LSTAI 6. LSTAI 8, LSTA21, LSTA24, ST292, ST2122. ST21 15, ST2215 LSUBH3,25, SLBH3.215, MSUBHS.25 Straps 33 mil (20 ga) Bridging Connector §j" 1 Product Model. Num bar or Name AS 18, AS 1885, AS 1880 Product Description 18 ga. Truss Plates 8 9 SCS32-5197. SCS62-5Q7. SCS62-511 15, SCS82-61118 SOW,25, SCW5.5 Bypass Framing Con nector Head -of -Wall Slide -Clip Connector -0 4 GLE�15A, GLB5B, GLB�5Q. GLMD, GLB7A, GLB73. GLB7C, GI_BTD Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga, High Strength Truss Plate 10 SJC8.25, SJCIG.25, MSJC8,25. MSJC10.25 Steel Joist Connectors 5 GLBTS1 2, GBLT81 2, GLPT51 8, GBLT016, CLSTS20, OBLI-620 Gularn Bearing Plate 8 LTS12, LTSIa, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3,51 a Bypass Framing Slide -Clip Strut Connector 0 ICU a HGLB& HGLBB, HGLBC, HGLBD Heavy Glufam Bearing Plate 9 MSTASO. WSTAX ST6215, S-1-5224, ST9, Srl 2, ST1 8, ST22, MSTC28, MSTC4Q, MSTC52 Steps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34131414, XLSH78B1414 #14-14 Strong -Drive XLSHI Shouldered Self -Drilling, Tapping 7 HGT-2, HG7.3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS236 Straps 88 mil (14 9a) Screws u.J 8 UFP10-SDS13 Univefsa I Foundation Plate 11 MTS12. MTSIS� MTS;18� MTS20. MTS30, MTS24C, MT830C Medium Twist Straps 13 X01 SI 018, XQI B1 01 &4K, X01 SI 214: XQ1 81 214-3.51<1 X07881224, XQ78S1 224-3K, 410-16: #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Rei Foundation Plate 12 S/81,50, S181,81, 8AB2.W, SIB2,37, 5fB2,50, SIBZ68, SIB3.12, SIS3ZOi 81133.62, $1134.1)6; Top Flange Joist Hangers FL#115730-114 X01 14S1 224, X0114BI224-2 5K XQI 12S1224, XQI 12BI224-2K. X3461016-5V. Tapping Screws S(84,12, SO4.28, 51134�76, SIB5.50 XI 81010, X1 BI 011 r,4K. X1 $1214, X1 BI 214-3.5K < (D 13 SfBAZIM, SIBA2,112110, S/BA2.12JI2, SIBA2.12114. S/BA4.1818, SiBA,4.18110, Top Flange Joist Hangers JW Product Model. Number or Name Product DescdeUa Z SiBA4.1a1112, SIBA4,18/14 I Er -HP Adhesive Anchor for concrete Z 14 $fHIA HurricanoTie 2 GAC. GDP, GQPM-50, GDPM-75, GDPM-100, GOPS. GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and atisemblies 15 SIHD8S. SIHO813, SIHD10S, SIHOIOB, SIHDISS, SM01513 Holdowns $ POPA, PDPAX, PDPA�MG, POPAT. PDPAT-K, PINW, PINWP, PINWP-W PDPAVVL, Povvder-actuated fasteners,. threaded studs, and assemblies < 10 StHDU4, WHDUS, SIHIDUP, S/HDU1 I Holdowne PDPAWL-MG, PSVLS, PSVL3-K, PCLDPA, PECLDPA, PTRHAS, PTRHA4 _J 17 SIXT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete EL SHEET NO. May 27, 2022 PA 1.2 )WYANDEC, 10.7 0 Te thnftyDrim NerthVara&e, FL 34274 sI cati ` INQA kbme�-Jwoedunderthe.applick-fleas les an dot beenie; �ihzd accep be ed m Manti.Dade odw azw i AdL&h4I-DADE.CA)UWW . tI S askaaF S4F JI iYR[RAL74.t5d8':Q T R 3 k 3 11 .tltalida9ie.�Yav E� " ` 'lh�.�wiOr'�shallmaDitbYsvat�laf�cthee_ da��tedlteicntr.e1i � t. Seciw 01L Kauai Dade C ct otthe AM *.arm p1her dm Miami Dade res eme the riZht to baive this rbduct.o€` ' to f ., _If or f ta' iat .e c ui dum ll expeWr dfm iondthe AMUigy e.<, lyMvoce,=cdify',Or e e. cif =ch pw' t er watend within fliekjiwisdiefim. RERiesemes the right to revoke wceptauee;; if it isdlt-W ined-by.lfwn&Co Pmd t iContr€ Secion`podwt -: fa l tip meet tw reqzipments o the - a This pro t is ctees6k3 iiist fps been to ► esaitply Floe, inr.ludingtheHig We1ocifyi-Iu ".Q r� ,< 1)E � rfili!s, 447 . Vinyl %idkGin.. ," 6f 'wi P & IM° a " s-T..°!i; AFMOVALI1O'UMENT- -V Miding hss N0A. 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IoAnumber by&e a -bade C Flor�*d fall -ate 6 the uat=:date be ' . -mad i g . Tfagy oftbe ►A 'disp , #hen aball. be dole in its entirety. Dli S PECTIO'N. A. copy tbi s enfire NOA s1all .be� This NOA revises ises & re "s ?f'O A*124, 429.05 and camists of. &i0page 1 mad-evAalt me plates E-1E F_2= E-3, E4_ &S & E-6 as well as approval ;dab<nv The submifted doenme-triatm wu Islsalq i PT-- NOA So, 21-0205A3 1"NAYf�I iJ Ix*zfi"DaW • !°t'b9 4prara1bateiMarsh: , �I 1�asgws 1: T Iadastries, Inc M :Y t at:fi' Ii9 Pt SkiY:. `} 4 f , qa!h, f 1 i .:b"; =11 ;eJ. . F 'A' li 'A IY ' ": '*, , $ & F - aF -..: - R-,h i # • „# �1 wY I � j I ti X 9 1 It. id VA f FMdZia ! i 31si•Y !, w- ,. Ef E1` "•` -t d E9Y..[ .'ws# 3 f. Al:' .; tl " _aE,} -Y; , 1..T=. A- 1 -1 9l pP9&tt Capitral rk t j VrVU-� 3ar M.A. .,#1. No 21-.O ..03 A I i ':I : 1V i; at b w 1 617E "E }:.g• .1 d'. "'Di W-- it `t, . b4iY R. • e+`�,;•..1. _. 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Q1:TAI.i1 ' A'°s JRA 1- Miami DadeD Gr and Ecowmic Resources OLU- -1:.r MATERLAL C'_FRMCAn0NS L Notre of Acceptance o_ 1-5-4528.14 issued to Vision Extrusion Limited fortheir --Krbke Rjgd ftt Eatedor Miss forWntd s and Moors", dated M1,311 , 2 Notice ofAcceptance No. 16- 0 to Vision Exta 1amited fortheir 417E 0 2 and � E 1 T� t ode (Non -White) >�� xpetiai Extrusions for Windows and Doors'% +t1 ed 1 6; expiring,on 1 M1_ 3_ Notice, of Acceptance Naa 15-852 15 i%u2d +itcr'i� � 1� :ted- for their Coated 0a i tied or Laminated) White Rigid PVC Exterior Exovsions; for 'Windows and Donis", dated, 0& 13M,:�g Op1�� . '. Notes of pt ce lqo•_ 1 712.02 _ 'to E' i Fenestrafien Sokitiom USA, Inc. ft-TAN 3040 and Lighter Shy (Non White) RjodPvc bite im E a forU'Indows;and Doom- r 'ed 0011511fi g �1- 5. Notice ' tan16471244, tsrFNERi�.Ct . t>1r�i loc. for thae r a Brenze and Lighter Shades ofCap C oated Rigid FV CEx4erlor E ins for 6tindows.and Dean' hater! U945 6 on 04/1&20- -6- 'Notice o'f. ci�`.p o�1tl-t!'712.03 issued, to I PmestratiSdutians USA, Inc,. forth a Rigid PVC xJe €rrE ;q,4ans.€ Windows IMA oore"dated 08110i''17, o igM R+�. , Feat.:, rqxrts` s :1 -792(1t); 1 05 7, 3 753-09. . 'i1 M1929 and MM-635" mqued by EXOVA taVision Exhusion for radhilotsic composite "aerial .. 9_ Nye ofA'cc#ep ce No. 19�t69�1,,�6.11�F �� to 1�y America_ Inc. for Owk ae UIYr_l ksf (tom Ulm) Inte r't;:. gJ f 1��i,PY'.F 18. . 9. No a fafAcc `?io_ 6-1117AI i to Key Anxika,1their, '-frogI a1g- U1tirsc r } Cyr and Color FN'B 1nt layers-% on 108/19. TA 1, Statement -letter... with -* Edition 411sigmd & sealed Lynn Miller,. , is - 2_ '� '1et#e�r►f�a � -' i� clataicl. °llfl . " $ f' 11E P.E. o f t:, Part oftbeawm test reports, . x Test ProposalNo- 1 -097. dated OA511 , *ied.by T : RE L Notice ofcN4. 1L10.01_ issued to.PGTIndwftiesfbr-their Series "557012770 �Inyi SWkg GlanDoor et a � .tMI , vWift& on 044" i_ . faaq.i Ckamb, Pam. duet.Cdatriai twt *0 r N8A N6. 21-0:205,03 Eswraa n baft. Aprit i4,1426 F tti N to O U N � Q O 0 .� U N to O CB �L C 0 C 0 U_ O . '^ VI -0M Cn (�� 2 f- -0 "O . C 0 to Q CDCD z t_ a c.a tz o eti CV -c as h � •N � N c to � 917 E c CD a �o ,s CU CM � N C D Cn MM W Lam Uj G a Q n, Z J z Q J tl. SHEET N0. PA 1.3 May 27, 2022 (D -00 > 0 MIAM11- MIAMI-DAD9 COUNTY C: (D 0 0 CL NAAA� PRODUCT CONTROL SECTION Cast-CEtte, USA LLC Cast -Crete USA LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miwni, Vlorida 33175-2474 T (786) 315-2590 F (786) 315�25,99 NOTICE OF ACCEPTAN EVIDEN CE SUBMITTED NOTICE OF ACCEPTANCK- EVIDENCE SUBWTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Z U) C =3 Co -cu NOTICE OF ACCEPTANCE (NOA) w",minmidad&gML/economX I. 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 Cn a) -0 Q C 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 0 LL_ Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of — CD co prepared by Craig Parrino, P.E., dated March 24, 2003 andDrawing Aro. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 andDrawing No. LT461 Z tilled "Cast -Crete 4 ", 611 & 12 0 U) co 0 > SCOPE: "Cast -Crete 4 ", 611 & 12"Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables". sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E 0 a) " This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E,, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. U) C�L Cn Co C) F The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and scaled by Craig Parrino, P. E. revision dated March 11, 2008, all signed and scaled hy Craig Parrino, P.E., on "o ca Cf) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 'f 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. is NOA shall not be valid after the expiration date stated below. The Miami bi -Dade County Product Control Unfilled Mode Is, total of (13) concrete lintel specimens, per ASTM E-52 9-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, ce this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P-E. C. CALCULATIONS prepared by Craig Parrino, P E., signed and sealed by Craig Parrino, RE accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and scaled by Craig Parrino, P.E. 1. By Mami-Dade County Department ofPermitting, Environment, andRegulatory Affairs. z Calculations for Cast -Crete Lintels, dated 0.5129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete ) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled 'Trecw and Prestressed Lintel Details", sheet I of 1, L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parritio, P.E., dated March 24,2003 and Drawing No. LT4612, tided "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last .2. Casi-crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition- 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320-09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: lArge and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABEIX*4G: Each lintel shall bear a permanent labelwith the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., daed March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by 1. None. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no Craig Porino, A E, dated March 24, 2 003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product B. TESTS 1. None. 1. None. TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Counzy Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT- The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L By A&mi-Dade County Department of Regulatory and EconomicResources (TER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, ByMami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. d%J This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E-2, E-3, E-4 and S E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malkar, P.E., M.S. -�,%imy'A. Makar, P.R., r*LS. rAelrny A. Makar, P.R., M.S. (::��Mefmy A. Makar, P.E., M.S. C0 Proti'u'ct Control Section Supervisor Piroduct Control Section Supervisor Product Control Section Supervisor C:) C3 LU NOA No. 20-0630.15 )VO Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 CLr� C= M Approval Date. OW20/2020 Approval Date: 08/20/2020 Approval Date. 08/20/2020 Approval Date: 08/2Ot2O2O ., co C%J Page I E-1 E-2 E-3 CN Zc C= -5: 2 Cast -Crete USA, LLC Cast -Crete XJSA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. Xone. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. 1vone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Allami-Dade CounV Department qfRegulatory and Economic Resources (REM. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -6-0 1. None� 1. None, F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- C/) Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. s. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ",sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last -6-0 revision dated June 1Z 2014, all signed and sealed by Craig Parrino, P.R., on 0 January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and EconomicResources (AER). E. MATERIAL CERTIFICATIONS 1. None, —0 F. OTHER L 1. Article of Conversionfor a name change. 0 co LU C: Helmy A. Malmr, 2 C: < CMeliny A. Makar, P.E., M.S. Cl- P.R., IvLS. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.1.5 NOA No. 20-0630.15 a Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: OW20/2020 Approval Date: 09*0/2020 9-4 E-5 SHEET NO. May 27, 2022 I PA 1.4 /I ILI EC:0 iNc\. , TILLIT TESTING 11 ENGINEERING COMPANY . WA7.Tr3R A. TILLIT, JRL, PA, __ WON, .9WI.CO FL P8 Ll,� 441,11 n C� Lj_ N�, W0671Y PRODUCT EVALUATION REPORT REPORT NO.: 20-0?2e.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. GLQbal ftotimillon Products LLQ 4800 SN, 5 1 Street Davie, Floricia33314 t PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. ("tern 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 conditions 2. EVIDENCE SUBMITTED: 2A. PRODUCT EVALUATIOWDQC - , � WMENTR&I24, Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE12% sheets 1 thru 26 of 26 prepared by'rilteco, Inc.; signed and sealed by Walter A. Tillit, Jr-, P�E.; dated 07128/2020. This drawing Is an integral part Evaluation Report. oodo -mig", ,,,�,;��,; , , ., .R A. r16 ,4Lii, - - ,-`,V\CE "" C,__-_�,, _*_�,' '16� - - �� ./ ___ *.- No, 44167 I * � 6355 N.W 36tb Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - 11 FM NO, 20:Q728.IU 2 22TESTREP RTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 ProtCCDI. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QG Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 24- T�-CTURALENOINEERINOCALCULADQNS, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spacing vs, design Mind load and panel length based on ratlDnal and comparative analysis, and In accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr.. P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact unclarsection 1026 of the Florida Building Code, as per TAS 201 Protocol. 4-WRD LOAD-S RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indiratedon sheets 8, 10, 14,15, 16,19, 25 and 26 of26 afProduct Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14,15,17,18, 19, 20 25 and 26 of26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, I -INSTALLATION, Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P. E. D.), drawing No. 20-176. "witI111014111f '01, �k N T/Z �i�s,�, � , I . , . el_--, .. - .. _,� .- '* . S - I � 16 .. Z , . � I , _C / .' ": - . I 1 -q:-, STATE OF ,� ' P� -;I,- - A. I '. '*, 0,�,'-. 10R11 ,�� 11� . ......... 1, I I . . . . . . 0 1 NA ' IiIII111111111 14110I�A I I EWDUC LEYAI,U1AUQKAtPQW!_N0_"-k7" 3 6. MATERIAL CHARACTERIM"U.-ND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE: 7,11. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrui 16, IndIcated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 prepared by T'llteco, 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 section 1620.2 of the Florida Building Code. 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame Structures. Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc, (Florida CA-000671 9), 0,,11091oli", 01,1"' . A, 714 Z 'N,, Ro � ,,V� :, _. �/ ,�\ ... , , ' 1� .... ,,�\P,ENSj',-1.' . % - . . a __ 3 � , ( 1__�� 9. ;Z��_ Fi�__7* ., * 2 ' . , 4,�-. STATEOF �,':55 _ . 17 .. / / %.:'c �, - - F40RIIDII`- --';,;$�/ _ " 'r'. ., � ;�, .& .......... I I I 1� - �0 � " �i,,V; 9 1 0 N A L � #A1 % '"I"IfiIIIIII00 WATILL .:�TILTECO AD MON RECORDS �P. E. REPORT.20 kGLOMPROTECTION PRODUCTS, LLC�2043AGE CALVANIZED STEEL STORM PANSLk DRwG #20-170 � REPORT 92D-0728.0i I I //T_1 I I I ECO im'c. \ TILLITT TESTING S ENGINEERING COMPANY WALTERA. TILLIT, M, 1% .COM PRODUCT 4REP ..-,,,�!T�'%!-'�] 44167 fL,C.A. LimmNa- 0.306719 REPORT NO. - 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATFGOIRY. Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLG 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Prod uct Evaluation Report issued by Waite r X TI lilt J r., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method ID of the Florida Department of Business and Professional Regulation, This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions I L1111111 =&411P, 21. PRODUCT EVALUATION DOCUMENT (P.E.D.): - Drawing No. 20-175, tried '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco. Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an intepAYM110% � " ,,is Evaluation Report. t�� , L'Nt" t��'!Q7""'� NO 63155 N.W. 36th Street, Suite 105, Miamt Florida 33166 - Phone: (M5) 871- 11%#,�Oj�ot_ ., ,Ofl-1531 I'EVALCATIONREADATNIO. 1042=2 2 22 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-DO standard as per section 1609,1.2 of the Florida Building Code. Uniform static loads 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 03111102 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E.end Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattom, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by Amehoan Testing Lab of South Florida, Report No. 1123.01-iO, dated November-23, 2010, signed and sealed by Julio I - Gonzalez, P.E. Tensile test report No. 9CM-1g8 by QC Metallurgical, Inc., dated March 13.2009, signadand sealed by Frank Grate, P.E� as per ASTIM 5-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 Signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. , 2.1 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 1211 B/10 and 08f27113 �fbr this revision), signed and sealed by Walter A. Tillit, Jr., P.E, -3. M16SILE IMPACT RESISTANCM, Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. � 4. WIND LQ.ADS RgaISTANCE., , 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, 1 0, I 1, 13 thru 16 and IS 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 112�99 Standard. PRODUCT FVA1AJA1I0_NJRXXQRLbD_HAU= 3 � 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 S� of Prod uct Evaluation Document (F.E. D.), drawling No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 1 5, 16 and 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. _VMATERALJQ��EC F��- Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2cf 18, of Product Evaluation Document (P,E.D.), drawIng No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Procluot Evaluation Document (P.E.D.), drawing No. 20-175. 7,11MITATIONS AND CONDIDONS OF USE: 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by WalterA.M11111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building'Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlllq, Jr., P.E, (Florida License I No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WATU D"; TILTECO ADMON RECORDS � P. L. REPORT QALVAN= =EL STORM PANEL � DRWG # 204 7 -+.-A G) (1) _9__ (n 0 ( -ffi > 0 (1) r— -p- _60 0 =3 Lb - L_ _0 a '6) CIO - 1 - - 0-- -0 - C& 20 0- W - (3) -t- = (1) 0 0 -0 _= _a C: 0 = 2 -2 — (D Co = 0 0 .- -I.- CD U_ "_ 0 — ll > (n ._ (n 'F a) (n L_ -4-0 CD L_ a.. �_ co -0 ,lo- .0 _111� U) C�L < Ly 4 Z Z W mi COMPONENTS FOR REGULAR & LIFE SAFETY SI � GMERAL : 8�3) *9 CAM THAT PRWJW STONIL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE (SCALE 1/2-1") 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, OKA FOR gnu am" EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, 1W 10, 2W/10, 3W/10, 4W/10, 6/5 1. STORM 4e�".. Im IPMROOUCT EVALUATION DMMENT (REDJ HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE S14ALL BE AS MENTIONED IN 81) AND IN 9.2). 1 .-------I&IW (TOTAL WV"_----_-n -15.10V MAL WVTN)------ 5W/10, 6W/11 & 7W/11 ____f!� ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BU41MNG COOL (C) T*_q=W_WZL4MDN_V1WCL�- -� ! I 1 1 - f �-O I/4'----------------, 1 1 e.zw^-- � FOR A 0 PANELMATE FEMALE 10 AND PARELMATE PLUS ANCHORS, AS MANUFACTURED or mco commucrioN PRODUCTS, , I e ,,.� , - _---I2,5OO* (EFFECTI61. WVTN�____ r MAX ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS$& 9 a . MAX "IGNEEng?�� - 1/4:01 TAPCONI ANCHICIAS, AS MAWFACTURED BY Ltaf. BotLOOL INC, ___7 . � -t* UK i FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 , I DES THE ABOVE MENTIONED CODE, 11� 7�*ol r-I.J?cv- ,I-'W � I M,T. I E;U 4t_ i 10 .r�=AL�r � � I I FOR A MWERE NURN '.) - 1/4-0 LAO SCRONS Pot NZ4 I F-30W � I ,,W. ,a.- I 6 0 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU M 14, 15, 10, ;O A, M - 7/16'0 R 5/5* WOOD SLISHING, AS OSTRI3VIED BY ALL POINT SCREW, BOLT A SPECIALTY W, I � \ I , I I I 7 mow MIN. THICK r-1136 I 0 1 - , I rAVANM STEEL --- IN ORDER TO VERIFY THE ABM CONDITION. ULTIMATE CES" WIND LOADS OETERININED PER AWE 7-16 \ T - V,V + I F -_ ___1_T --- r--r ------ I I r -_ -I--,---,--,- C" COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, IS, 16, 19 & 20. IDALVAIAZED STEEL / 2A37' 0_60 CAN I - -----7 ------- I SKAU. BE FIRST REDUCED TO KS. , DESIGN WIND LOADS BY MULTIPLYING THEM By OR IN ORDER TJ 1� I I \ AS IWO A�F . D.M..(j),(�)A" -_`__r__1__T__1 I ! ! , , 1 053 -i-T I I . , I GRADE 50 _T_'_ 11 , ! t I . � . I I AND PANEUMALE FEAKE TO, - - L I ----- ea Haw - I I , ! 4= -M .!-- C- 1) MNIML44 "EA= PENETRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FCR ELCO PANELMATE PLUS I - I , . �M '�.�'- O.OW Mk THICK � , 2=� IN ORDER TO VERIFY T14AT AN HIS PI.D. AS TESTED WERL NOT OVER S C�2) MINIMUM THREADED PENETRATIM OF LAO SCREW, IWO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED 24 4. ,4- � �!_WM TYP. ASTU A-50 T 2. , .2 1 T - (�)�- 0-@ - (D I I - STRESS , 04ORS ON IT TRESSEO� A 3M INCREASE IN NLLOWASLE PENETRATM INTO STUCCO SHALL BE CONSIDERED AS PART OF THE FIEWW" THREADED PENETRATION. I ORWE SO MINIVIAM I I I I 2 \ CO _= FOR WIND LEADS WAS fia USED IN THEIR MALTZ. FASTENERS SPACING To WOOD )'AS BEEN DETEMMAD IN - EX "W \ 11 > LU ACCORDANCE VAT14 N.D.S. 20TS, G-50 DAILY, -1irm A I - . :>0 C3 C-3) MINNUU EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INC"= IN THIS DRAWING L A - - � 4&9 1 ------ � /4. V � -= = STORM MIMS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF ----------- -_ � T ------------------ --- 7_1� - C=) . = - THE AW4S MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 16-569, 98-37D & 96-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSH" SHALL BE S/r. 1/4- 0-20 SCREWS USED $KAU BE 1 1/2- LONG MINIMUM ,- � . ._ I I I / E ,, t W = r- C= FENESTRATION TESTING LAB, INC., REPORTS JI2032 & #2126 , AS PROTOCOLS TAS201, TAS-202 AND TAS-203. SHOULD STUCCO CKIST, AND I' MINIMUM FOR WALLS WITH No STUCCO. 1 ______4.2SC`_ - .____1 1--_ -7,17 I - , �, __ _Lfl I 6 = = M 1-1 cll� ____ � _= ca C14 - ,f /. I- I ..; >< 2. ALL ALUMINUM EXTIWSIONS TO BE 6063-11 ALLOY AND TEMPER. (UNLESS OTHIMMSE NOTED). SEE $KIM I WAIL ANOICIRS SHALL BE LONG DO" TO REACH THE UAW STRUCTURE BEHIND SUCH PANELS. :��2,157*- __J, - I = LL- in- . a. Cc C= - -4 CA). C.2) & C,4) (A _= C,4 3 ALL ALUMINUM S14M METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. AHCHORArE 94ALL 13E AS MENTIONED I ,�-L,-, 3V ". ____._ - - I/ 1 A _= AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA WONT #0219.01-09, AS PER TAS 201, TAS 202 AND (0) ANCHORS SINALL BE INSTALLED FOILLOWNG ALL Or THE RECOMMENDATIONS AND SPECIFKATIONS Of T14E ANCHOR'S MANUFACTURER, I -TT111 ---�- , I - TAS 203 STANDARDS. C 5) IN CASE THAT PRECAST STVC OR PRECAST CONCRETE PANELS. STUCCO OR WOW ECAROS BE FOUND ON THE EXISTING - (D SMRM PANIE (A END STORM PANEL 4-r- - - - / t") a) C= PANELS 00 IF 111� -2Wf *I - -- J - - - - J - - - � __ ---- --I R -2 1121 90. . .125, J2V / -CC - C,4 . I I .100. I I -I& S�1� 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTLIRAL QUIAUTY STEEL, AMU A-W GRADE 50 WTAMUK C-60 S. PANELS WAY ALSO BE INSTALLED HOMZONTALLY FOUL ,- a. - -�,�: - - r- 14"US %44 UNBOLTED PANELS I- , BMTM PANELS W/ 1/40-,Oxl' W W t:e GALVANIZED SIM DESIGNATION W/FV- 5&5 lal (AFTER ROLLO). DBMS INSINUATION DETAILS SHOWN ON SECTION .3 TIROUGH 10 (SHEETS 4 $i1i __AAW __11 - - . - - r - . S'S. Sw "CIED T, - - S.S, M.S. SOLT W/ 718' . 3/32' 31: 'a -= W THROUGH 6) EXCEPT THAT Ht�(D&Q SHALL NOT BE USED. I I P 0. I t, STUD RNVED . , =1_ (SEE SECTIONS AS f , - NUTS 0 EA. OVERLAP :1 (1) 5- ALL SCREWS TO BE STAINLESS STD1 304 OR 316 NSI SERIES OR CORR RESISTANT COATED � i� R-PAW : 1 1 __.__ --- I I - TO ANQUE 0 � -1 APPLICABLE) / o . OSION DAMON SIM AS PER 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHUITER IS TO BE ' _"'� � f 1 12 1/2' O.C. ii '�iroi I (SEE SECTIONS AS APPLICABLE) T ff i 11 - S '__"'�`C_ ' 'SM @I ,I I - L;/� , = I , ME _ _1 M.,_ .., T I / - - T 25. _M .- ' __ F __ - - - - 11----L �-_ EE12 !/�'1.1011' 15 I _- '�-7 1D. i �� F---- P �l I I I I I I I = :�5 � SECTION 24 ,3.c - _ .- i --I-- DIN 50018 IWI�50 k5i YIELD STR04M AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA SURLDING � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY 13E ATTACHED TO CONCRETE, BLOCK OR WOOD FRWE ; _1� 3,375, � 7 1 .093, - 2.1 W, 2,0 1 GO, '. .,.I I � __� I = - .- BUILDINGS. - - ; .C., . IM.- .-CC & BOLTS TO BE ASTM A-307 GALVANIZED SrM 4t�Z i - O., I f SEE I � . .9* � —M c __ 7.71—L — — WIT- - OR AISI 304 SERIES STAINLESS SIUJI WITH .I$ W MINIMUM YIELD �', L - i :t: 3: M J �,� � ... I � - I - > , " i L "L11 L i , p � STRENGTH, 10. EACH RECUtAR STORM PAREL 07H UNOTKS OVER W-a THROUGH 12'-4' AS PERT SECTIONS 6� S. 0 & 10 AND ALTOMTP43 8W. �� I 211 IV , - a 375' 1 r L � r . M 7. ANCHORS TO WALL SHALL BE AS FOLLOWS 9W k 1OW ON SHEETS 5, 6 A, 12 RESPECTIVELY; $KAU HAVE A LOASUE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR NEIAN , I I I I TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE W I-, , A L. ,IW = ARMW , � a a 375, i " :5 -� CJ W 1114 I JW_ �i7 - t ______!`I � I - W = = N MLXXHWF�� 11, THE INSTAUATION CONTRACTOR IS TO SEAL/CAUUK ALL SIAITTER COMPONENT CUM WHICH RIEMAIN IN CONTINUOUS CONTACT WITH L_ -1 J ,� 't� t-------,V M_____ i LJ.SW_1 LI.-i 1 1 .:P. 0 TWON ANCHORS AS MANUFAQTURO BY I,T^ BUILDEX, INC. (W. 10-31RI p.*.!.) EIRIC VIEW. DEWL A L-2 OW ��_ _2 I . - t/4 .4 arr'117 = -T >., T14E BUILDING TO PMENT WTND/RAW INTRLISION. 0XIM 2 __ / / I : ;/4' 0 x 7/8' CALK-W ANCHORS, AS MANUFA"ED BY DERALT W. (M0,L rc-3000 PL) L . 'I I W ";5. - 12, STORM PANEL WALLATION SHALL COMPLY WITH SPECS INDIC 0 (4)+ - -_ ; i /4 x 3/** SOUD-SET ANCHORS, AS DMIEUTED fff ALL POINT SCREW. BOLT & SPECIALTY CO, ATM IN TH�S DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNDED CORNER 0 ENDS OF PANEL'S ne D.M.,@-@10- I_ __ a � __.1______1__,_J = E (M� r3000 P,W PROVIDED BY THE ,WRISOMON *101D PERMIT IS APPLIED TO. END UP W/ HEMMED WOE. r;;1`I - - L - #14--10 PAIREIMATE FROLE O & PANELMATE PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCM W (�) *u- Hunfa (�) ANGLE QAA ANGLE WITH =a " ANGLE WM -2 6 13� (0) THIS PROTIUCF EVALUATION OMMENT (?-ED.) PREPARED BY THIS ENGINEER IS QVIVIRG AND DOES NOT PROVIDE WFORMATION (N-T,S) lz:;y V�w @,(k&@.&r7=7 ' el- CJ (MIN. I'3350 P,I,J) RE=E MUD l - 1/4�0 CF TAP-GRP ANCHORS. AS M04UFAMRED By TRU_FASt CORPORATION (f*v.3SCO p.g,i.) FOR A SITE SPECIFIC PRCUECT: Le. WERE THE SITE CONDITIONS DEVIATE FROM THE P,ED. _,_.3. MM__J 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, L,,-- r-:__� - - - I VARIES i I MIN. W CONTRACTOR TO BE RESPONVOLE FOR THE SELECTION. PURCR45E AND DWALLATION INCLUDING LIFE SAM OF THIS PRODUCT , SEE DID. I 1W/10, 2W/10, 3W/10. 4W/10, 6/5 � 12 A. 1) MINIMUM EMBEDMENT OF TAPCON AAX>KM INTO POURED CONCRETE SHALL BE 1 3/4*: 2' FOR PANELMATE FEMALE _ = 1/14 A, 7114 0 ,374' - I t " 1� � ID AND PANEMALTE PLUS AND 1 1/4- FOR OF TAP-GRP ANCHORS BASED ON THIS P,Lo� PROVIDED HWSHE OCIES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS WCUMM 1 _,_j - . 5W/10, SW/11 & 7W/11 t CONSTRUCTION SAFETY AT VIE M THE COWRACTOR'S RESPONSIBILITY. 7 7 __ ___ _Tm TOP wat � �_:___1311 r-. � I I * F �`_ _ "96, 'R. -7w I -- -, , . � 10 7 F_ - I �3w '� OF PANEL . I , , I I � . I ; 12V I - W4 SERIES � ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A.2) CAUK-M & SDUD- I I M. - �-, SM RIYDO 10 --- FOR WOOD SEE SECTIONS ON SHEETS 10 & I I & 9_-_-,__ I SET ANCHORS 94ALL BE EMBEDDED 71W INTO THE POURED CONCRETE, NO EMBEDMENT KTO W INS PRODUCT EVALUATKIN DOCUMENT WILL BE CONSIDERED IWALID IF MODIFIED i i r_ i 1w, F':� STUCCCI SHALL BE PERIVITED. 1/4' -20 SCREWS USED SHALL SE I IIV LONG MINUM SHOULD SrUGDC Lou, � i 1.467-1.063 ,,,, � .376' .3 0 I - ANGLE 0 12 1/7' . IN f ! I , I I � NO I INTMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD� (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENDNEER OR ARCHITECT WHICH WILL BECOME THE 1 I ; � 1.67 MIT WITH WIND PUTS, ENGINEER OF RDCORO (LOA) FOR THE PROJECT AND WHO WILL BE REMIONS03LE FOR THE .390' _ __M_ 3' r I - - _ I �.! � � 1.5 � �0-1 " PROPER USE OF THE P E.D. IBIGINEM OF RECORD, ACTING AS A OaEGATED 04NM TO THE i I ! I INS I __ - - I . 1.61V � � � L _W � .91sr J L zr - rq - .750' A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAN". PAVERS. STU= OR WOW BOARDS 13E FOUND ON THE RZO, ENGINEER, SHALL SUBMIT TO THIS LATTTR THE SITE SPECIM DOWINGS FOR REVIEW, I Lor-M-11. I . ,, EJ L LS n1A 2Q.ELEV EXISTING WALL OR FLOM ANCHORS SHALL BE LOAD ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH � EWW PANEL OVERLAP ( - MR, .M* .Ow i ______J N.T.S. PANELS ANCHORAGE SHALL BE AS MENTIONED IN AA) AND IN A.2). (e) THIS P.E.D. SHALL BEAR IME DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL I �4 - Lim� ENGINEER OF RECORD T44AT PREPARED IT. i 62VII, (a) !QIEX9 E BLOCK WALL_&1j1M_r,-M: 14. SHUTTER MANUFACTURER'S LAREIL SHALL BE LOCATED ON A READILY VISIBLE LOCAl" AT STORM 7a � W (�) KEY HOLE WAS14ER M 1/4' MOX. GAP /4 * TAIPCON ANCHORS AS MANUFACTURED BY 1. T W. RURUCEX. INC. I _.M. (��) INC TRACK ANGLE (9 3/1* *C TRACK (?) BM PLATED 2.67' - 1/4: I . 71W CALK -IN ANCHORS. AS MANUFACTURED 13Y DEWALT INC, (MIN. ('t500 p.1) PANEL SHUTTER IN ACCORTIMCE WITH SECTION 1709,2.3 OF FLORIDA BUILDING DOM ONE LABEL I D.036 L 4' - I IeO X 3/4" SOUD-Sa ANCHORS, AS DWRISUIDD BY ALL POINT SCREW. BOLT & SPECIALTY CO. SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 17MR.2 OF THE I * (Nn.) - , M ,344'0 Ak"0041104% WITH STUD (WL 004�� -�T_*az wum (WIN V-1500 p��.) FLORIDA BUILDING � CALVANIZEDD SMUEL _' I , --A I '10 PMLLMATE FEMALE M AND PANELMIATE PLUS ANCHORS. AS MANIJIFACIVRED By ELCO CONSTRUCTION DRAWING SHALL ONLY BE -1 I - ---I , ,� - -, _ - - USED To ,<- �Jkz� <i� i i f14- I 18's OF FLORIDA I � I . - , V 11 L/ Wo% /-\ /_\ PRODUCTS (MIW V2071 p�0-) ,kw ION# OBTAIN PERM" IN THE STATE i __1f IV Low I 1, fio."';��EN"" !,If' /_N,� - 0 CF TAP 'AST CORPOROTION, IV% f I & 1. - 1/4 -CRIP ANCHORS. AS MANUFACTURED BY TRU_F /1, I � 'r, i C \-.-./ N__/ ko .. % .37VO *6 .57510 4F � I/C I �� o �% I -elf � ,. . i L - .. MAX, W , 'k- . , , , EL ---- T4 1. r. --.,,, TE w -a -.,, ,I: - 4_____ �..-,, _,/�_ FLORIDA BUILDING CODE (High Volootly Hu J I I , 0 ....;. __ 8-1) MINIMUM OAROMW OF TAPCON ANCKOR% ELDO PANELMATES A14D OF TAP-GRP ANCHOR. INTO THE '.. gA;, �� _ � loorNm Zone) I 1375, . , ,44101 - \ i 0 . ..- I�V --. I won, IWO:*. PIC, 1 *'. -) BLOCK UNIT SHALL BE 1 1/4-. .. I r- * :* i FLORIDA BUILDING CODE Mgh Valo!U HU one Una)[ 4A 1 Ae.- EN " FLORIDA BUILDING CODE (10gh Ve!oo�y Hu cormi Zone) .* 'R- I L(D . 20 CA" GAL N17ED STEEL STORM PANEL i ,,,. ,� k .. L&_ 1i -. M) CALK IN a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/a- wro THE CCACfI, 7E BLOCK LINC. No ", = I , C,_ % STATE rp, FP1 - NO, 4 167 * I � M Am*_' - 1 ,.-. TEO __ UIr I.-Cl 02*10 TKT= W_ 92M TUROD. W_ T. WING -I . - ��H WINS NUt 0 Or PA14M * .,"AI04 20 GAGE GALVANIZED STEEIL STORM PANEL DOWN of'. .1 11 o 44167 %. 1 20 GAGE GALVANIZED STEEL STORM PANEL oftme, ft . - 01/wwa . 4,7 � <2>,,-_� CAM, .-,- '%,� $ '. __ - :*f 07/041,`051D *no STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 I/Z" LONG MINIMUM SHOU i__ ----T-,L- .1 _. � EMT. AND I' MM" FOR WALLS WITH NO STUCCO. - " — GLOBAL MTECTION PRODUCTS, U.C. I KEY HOLE --*.O-'* - 40 - "*** �* - I . - . - -, ,5*. --- _� Z� =zow= I �e, *I..- "'"Zm� PRODUCTS, I - STA Ut, �_ _ . T�l 7=r� 0 � `;.. SI $,am — AT PAN _ GLOBAL PROTEC11ON PRWUCTS, I.I.C. SECTION , GLOBAL PROTECTION LLC. DATE _ _ `11111,4" I - - 1-T 1=7 * A:%W:� 01 . D-AL R_ W11 20-176 () - 4800, &W. 61 Vow NA.S. I ** I - � am S.W. 51 snw . . "KIND M4)510-7.343� FM "RUM-SM �1_ - - �_ I N� -?I',— - - 4 PM - � _! ow ' (1) 2'X7*XIA! ALTERNATIVELY. USE "NO NUT W/OUT DRAr FL. M*4 - � WW_ FL =4 iklf%_-��OR 0.. 8w4--i sl .. _ Z, - �__ _�_. L __� - I � �,.. PMCKD CNHI)W�TMIL M. i % W"'rWr%: - - PKRm,' (a,HR;_"W M. ("NXvR 00M !M-1 _- i - DRAWING - f M_16t.t _WWNARNWIN,P.� M4)M-"7 20-176 .1 , - - am _-, ==M�W am 20-176 , wom A. TXIA , - - - - I M - - - 19 - 0 1i CA- 11 7/4%3/32* WASHER (STAINLESS CA-00011719 _1 - I " i-.! - I M . CA-0.017 -1 - i - 1 --! - - ALUMINUM ANGLE MMOUTHIC RASHER W/ ADDITIONAL A .. - � N,1112A�V* _�N` - .,- I -11 FIN, I I - I - SHOT I or M . SrM OR NICKEL PLATED STEEL). O.E SLAL� twin A. TUIT Jr. P.E. I M atum PW . TANVURE/nAt n DRAWING N. - warr I or 24 . _!�= F079 * I -:; -:; I ----- - MANIA gL AT JAW . I F1179 I i " I I IN I I I I I I - - . INSIALLABON DETAILS EOR RMLAR PANELSn1 & Q'A W CLOSIMS UM FOR INSTAUATION IN KAW COME INUALLADON DETAILS FOR REQUIRAR EANELS(b & (B IM EXISTIN9 29URED CONCRETE OR Mjr,�LQCK SIR.UCTMRES 92M 0= OR WOOD INSTALLATION DEIA11.3 F_QR REGULAR e NELSCD & (1-A I/.-_2Uy.. � MAUD FOR FEWAR, UEE 2M M E-_Z H" SM PAHL MM INTO EXISTING POUREQ QQNCRETE OR CONCREJE BLQQ9 KRUPTURES r__��PPANRMWTE FIDMU 1% CONCRETE AHCHM .1 J INTO EXISTING POURED CQNCRETE QR CONCRETE BLOCK STRUCTURES Co.oNEDE ..,. M OR OF W-GRIP (50C SCHEDULE ON wwave-1 . ANCHOM. FOR CONCRETE SEE SCHOULE ON SHEET 9 CONCRETE ANCHM ESSE smavau: ON I SCHMA1 ON %W a a 2) 914M a THROUGH 9) 4 1. I _--WI.R,M ,___PQLM CONCRETE 7_RU.RE0XMCX I FOR SEE SECTIONS ON SHEEt 12 -------- ;:Z . f_� 7 � 0 � j OR CONCRETE BLOM I : -\,-____E.a CONCRETE ANCHORS - 0. (111110, , I REQUIRED I -_ REQUIRED 13 1W.. 2.47' I- W. (SEE SCH T WETS a THIRIVaN V) - _J , ,�X U) -4--i CONCRETE ANCHORS E= ;� n (SCE SCHIVAI ON 4 -4) I I I - - - 7 .%) I CONCRETE ANCHWIS . r__W'RETE IIRS _jL,*_!iiI, (MIN. -1 *QLE VALLEY) - - &I, It *U - � - ..r SO C* EXISTING POURED - . - 9) � ==Iffl I i r 61 .- -Ita ScREOLKE ON i __WM i .. ; i One" L. (D CONCRETE -1 i T ; 11-MI.- sm � I SHM 9) I --n, I=- _n 1. M, - � - . I I I I REOUI!RtV�11 t -I __ .�. .. 7 I : SHM 9) 1 SHM 9) � _4 I - 9303 , I , i __� Fr;�_ - - I L I � I/2 IMPCUW`� i EI. 4 � ��3 a- ;9)__1 11/4� I- - , NOR \ 011� ROOMED. - I t ! ; . , � ___F__1 CD a) � � -"IT I /r ; r i T__Z_0 i I I I � i i . I ,,I -!--,fi i . -,I , 1 L = I 1 0 ED. ; �,��Z,\11\\, ! ��, L0 ------I : ------I : -1 I I I r- r i . I t R AID A== : � I . IV,, " N I 'Ir- I ---- ,,-I C 1 . � ; 1 1 i I I . .(I) � .. - I � I . i ! III I ; � DORM E I 6. i 2 i I a � 3:1- I i DID. i i I I, I `II ! i i I I � ; FROUROD I A 3 AOURED . i -,- ! , , . i I i �- I I I I 1 , Z , . I I -+--a U) ; � �� / 11 "M i L � I � EXISTING I . � I I i Ii I i i I i ": .-- 7-21 � 3 I ! ; I I I , [, OF "V CONCRETE CNA 11, - - 1 I. a- -I- - I � : I � � , I i 1 1 1 MAX It i L � , T � R ,_ -;X.xr. R __(J� t cGREIRM OR t =1&I- _WJ � E. . ! _0 I i I � I . " I 11 L11"'11111"', � � , -11 1 _4__J i ; 1 -MM'S 1 1 CONCRETE BLOCK I i 10 A I 1 � -1,y I I : --a � I I I I I I i i I I I I r 1 1 1 i 1 I IJO;:;�I' 1 1 1 I " I 9 COW ow 0 1 1111II11Qa11;I1;F i DW SAID 0 - i ; I . I- - _J kz�' I . � I I ' L I i 4 . ICU 11 I 6 dAML - I _(5) 1 I I ut yr = i 1 12 J1r Oill I I i i � _�� =3 1% Wr I TO OAK I at T R I � L ; I ; J000 i - i i I i al, � 1 . 4 - I � I i I ! J -. -.. I _�D -_ - AL- _ L ---------- �� --I,-. I mg��w I I I . I I - I I I W I W __ _ - VW6009 " � - -to � 1 > -I ...."j � - � - . 1 11 i � . . I � �e I I � 4- � -, I I . I Ir V Am -0, -4=-- I— A�. - : I I I 5 i 1 I - I I ="- 1FOR W IWAN14" -(D f � I I CASE A P �� i� 1W X e I t I 1. _____ 11 - - -�k --. - I I SCALE .3/�I_ RNOTIA I : I I g 1 ,an I : I i 1 : ----. l I 1 ; , I " I I,---- .11 - ,7____1 - .- - -I -Ilr -1-4- - . r �L, I ' � , 10 -fi* g mr, F__2 I/e i , I_- - 4 __ __ =: a i A 9 i I i I T, g j I +�-, 1 g I 0 29M OF , I W., I =4--,L - OMNI-i, _____ - NVL--_--_- -.-A M I � .1 ,� 1 1. _; ___ , � - , , - I W ; I -, - __1 __ .1-1 - ', __ a 04Y. I . __ - . __ : It lj�_191 - _. J'L I or *L' ! I - I - = I �. , W., ' - /4 - __,�) a i f I - _ - I = somm" . Ir , I !%P 0 . /00-21hi g � t 1 ': 1 I: I I I I a 2a�l , 1, I I ; I ION, . , -A i 8 I I i , I ; 1 i I � i - I- I I � IRE SCAox" ,----,. tm... - I. " 7 W/ " i I , - I I i I i . � I I` CLI W _11 i ' I �. , ;� I I I I f :7/�e I- --- - __1 I ,,� ! I � I i . ; ! I :� 1 1 I - ! ON I&N 1�� It MIT - I I r- F:,.-. 1. I !!; i ; 0- I �,m T ! I I 41% I -(a) I I !, I I WRIA'. ; ,� -1 I , I T, i I r. NNW— I i i - 11; I : I .&=-e , I . � ! i I I I I I M I 11 --� - i i I 1 1 i f i . I I i ; ! , _Im I I I I =-. �Ly I�Q) r__ � � 4 F1 1 5 � "I I� . I i 1. - � I I I i i � r : EXISTING POURED I I I I 77�7,7,f7W,777 1 .1 t - -_ � I I , < I 1 . - e0w S" 0 1 - i f .�:z //-\ " , _J ! I � I I I _�D i i OvIrAm. � i I ! � _41KI-lor .9 It' I ; 9 k U) � � I I I =.a i i C11 � ' C - � H 1! - . . '/� - I ;_ ' if"Irdt �, It il Vr " J I � _ ! i ! ! ; ; --I J I mogp - I fti!!! . �� CONCRETE OR _' - . i ,..%-I I I i , I I . --- _+_J Wan I I P -1 i . f� ". -�,%//-�, I , I I I ! � i B, I. A NMW12 r-1k.. - CONCRETE BLOCK I I � _J LID- I i R* j I /T I -1 I I , - , . � "A?,.* ;, I ="Ir , i :1 I 1 � WP` - : i mw� 1 : 5OX J i __� REQUIRED. I CONCRETE BLOCK I 1�_ , -----I � � ! � I - t; L) 1 ,2 � IL _.L CONCRETE BLOCK , � - I �� \--/ _J -W wq� I R... 1 DA,(&.@ BID ova I' W,1 .__ ... I - REQUIRED. , =� I . . � S�. , i r - __ . 'A. La. : : rAA\ . ! W== WI I OF 1" 56% ! � . I OF 'V ' I I MAX OF 'L- 1 .1 - I - i , t-C! i I I . 0) L-, , I I 1 ED. � I I ! , _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET I _____J 11 .. .T : i !- I?!- L . - .-i CONCRETE BLOCK ZZI I ""POW CASE 0 �'RLANIII l --a Ir � I ! I __3 i " ! FOR WOOD SEE SECTIONS ON SHM 12 -_ =3 _ � . I I --a ; - ____j ,� . REWIRED. I 9=P%rWj I --- J , - I i EL : -0 I � I I / � i � �_!- Be" 311a.1 i E, I i ,- ,X.,-,J, I I �� i . . 0 i � C: CONCRETE ANCHORS : � 7 . 1 Z�114 i i �/q 1 C0"CF :, I I CONCRETE BLOCK 1 12' . am:w- � � . REMANIM MRM W��4 & 0 EM=N I � � I i j I E .' DU� — -1161_ . - 1 : , ; . VAUGS 4 THINXICH 9) _M OR -1 /4 \ , � =____ - i ot � i ; i i ; Ii,CIbs a ;;6z 9) \ E M � . c f 4 . ,\ \ \ \ \ \ \ \ \ J A � i I ,. 10 i 1 _J /*,. LS CONCOM __ q . � W.= I . � J i , � Opp " Stgta= MAY- a;W I I - -P PL � - TAP .. - - - M � LL I I ,., 1-4 . . . T - 2�SCIfEYDJL�U C� A - .;. RA'An- IS 77I- \ 11 T OMIORM ANCHORS , / C wwv ----i ROD"RE'L 1-1i ffo, 1 I &.,M- �7 - - , R) 0 ".LJ � r, I - i = ; 1 1 1 0 -0., IS iggpt.. I I � (= SCHEDULE - _(�0 P -! MC- f 2,67, I " t4 C1,11%. OWERLAP -1 *w VAIM i , , r 7- CL ON I I I I I BC:W IMI"NO (R.M. i _!�� M t 1 7/Vt3/32* WIND NUT I M - - I .. (SES � `B) SHEETS a THROUGH 0) I f ! W" M=IN RUILD am 9 AmNat SHEETS " , -0-2%3/4- SS, 13OLT I � -_ (9 SUalgill I CEIUNQ AMD LOR MOUNTING 111INKON2 Ln OUT MOUNTING sulLn QUI mauilmlla IAN( I I I �1 /. F cu SCALE 3/e.l* 5w,; 1 2 L 7 r_4". Pma It~ Wme- a , \<-<D / - ' i I ! 0121/2 ". I � WW wm,o SCALE3 %P& - (3)0 iii � CONORM ANCHORS . - I 1� ist, SCIBIDULL ON I 3, OF . DIMING i _"WaonmI i ---= Am"Ri ON i L__tm s%tw ON - 'T� - r � 000" No" - ! ; i CONCRETE ANCHORS NECT 11 /4. MAX, r ----- I— - _ =%Q=t. z � StAGOOM I I 0 (1) i2 I- D. � _R.NO a NEW I' WOE . VARIES . I E.OL -(Etm DISTANCE � / ISME SCHEDULE i .EET ME SMON" t THICK ALUW TUBE OR 1* I SEE SCHEDULE ON I -11 11 � SHM 0) f SECTION ".) N a) is�= .---,,- " ,��_ - Lwww ON I I . r..). . / T SHEETS �, r-(�D-@ L %, zll�� - i i EXISTING; STUCCO/ P.T. WOW PLATE SPAM ; "IEWho i OR ____rRftW C= OR I ONO 'TE REQUIRED SCALE I --(i) it SHEETS a & a i / ---am W* . I � M 701m,46. I � � I _0) L-9MMMI'm RECLINE, I I RECORDED " I �- /I I/ * NEW I" WIDE . VAM - 1/8' i I VAMOM QE SuW= I DIBE(a Mout I If . ALM TUBE OR I'. YAM i I DIRECT AJQ !#,O" UNTING DIRECT AN UNITING ,alma M ...R UL i I_T_ Avw. NOTE FOR Q36NAMON.aLSEMM _P.T. WOOD PLATE SPACER . ? .1 M F L. go * 1 7 i elm TRACK i I TOP & BOTTOM MOLINTINGS CAN BE I N INSIALLA]ION 12 Ilr 04. �, d <� . I I QU E ( LAN) IWAL-agm -S-E-CM-317Y 01 W i "It"' I "'IA0110100A, TOP & BOTTOM MOUNDWS CAN BE CONCRETE AND"M I , COMBINED IN ANY WAY 70 SUIT ANY P SECTION 9 ! . . . I i INSTALLATION� SCALE 3/16-1- mm,p MM* I 14 COMBINED IN ANY WAY To SUIT ANY w 1 T 1 ($EE somma ON - .1 .... SCALE 3111-1- Efk A, tQ-11% I I sHrErs a THROUGH 9) J 1 XkQK C.M. "G1!§0y"* W 1 / INSTALLATON. I r_ A. 114. -..Jl!> I 4 ............ �, . ... ... ..... =3 �w "N)�t� .......... ,,,X'-',\m � "" I I 6 �L%r _1 V, 2 I A;� r- - I ., - FLORIDA BUILDING CODE (NIgh V*iool!Z qu EXISTING - '-. '.. F 4F . -V,V�.� Cane Zone) �.= - BIVCER wCQTN. C. " ,,,,�6�0_` Woh V*foc* one Zone) -_ - OCSTNX�N - f ", vict L4,R FLORIDA BUILDING CODE ( calty .� FLORIDA BUILDING CODE fth Velocity HU cone Zone) 1� . I= CONCRETE ;�Hvow To RE .* I I 1. 1 *= IRA= INC. . . . VIM TWHIC01 W_ KP 14 � i *.* 1/2' Ift. CONCRETE BLOCK < � �E,D` . -W WOOD. - ". I TKO, ry. AR I 1 20 GAGE GALVARM STEEL STORM PANEL : ; 20 GABE GALVANIZED STEEL STORM PANEL , �.� REQUIRED. laws ~. i 1 20 GAGE GALVANIZED STEEL STORM PANEL 2 .1 kaTmi[T I I = i . I DRAWN W. - � a a.) :1 - . No 44167 '.. I - WAM W, Sam-EX-C&I" ' - . S DIWMN " Z 1--l-= A'\'�, .*z 4. SECTION X-X I*- , I ED. - EDGE DISTANCE Z *;. i - : * - * . % . ' - - — .) - _�A* . * __ �. SCALE 3/11-1- GLOBAL PROTECTIO '4X (SEE SCHEDULE ON ��. ��_ _�___ GLOBAL PROTECTION PRODUCTS. LLC. UAW. -. _'... % ,� TATE . ------- GLOBAL IDROTECTION PRODUCTS, M. ' SI.C.. _� I N PRODUill I.I.C. M. TOP A, BOTTOM MK %,*11% 0 . -I_ �,-. 01,11 4W $4. III STRW am I DET& FOR SUGE UIRED AT TOP OR 1_1__e01% INSTALLATION. i .. 11Z_-_Z?.00 _.... _ CEILING - a&^ "I., ME—C —0,.,-. \ - ' - � 4WD LIN. 51 STREET , IL ECO.... moo Sx SI snw Z *_i�),. T TEO 11LIEC07 UNT E / IL SHEET S) COMBINED IN ANY 1 - _ WAY TO S VT 1 Aflp DOR MOUNT= ,,, �V,v .. r�. � __ ,)-% L, WW F_ 3331 DWIL FL. =14 . _ 2= FW�, * - - a 101011MIX wrr'. P"ON-11 "+)eNB7*A FAR, moon-4m -176 SECTWN-2A , WW_ VL 33314 �� le 11R,",` RIO' k., � : n.. SCALE 3/6-1, - TISV ITF "Oe w4wa-76W fAxI (N.WiI0"? 20-176 M Z"S ADJAC M=am amps 11� 1� gav _1* 14UM ftar,A, Nwx, (.4).. 20-176 , .-Oor" - NO, 1 20 ' Aw 7- - I zw_- DRAW N., a. W.1 ;;W-- I P. OWING ft 11 � -.-.-.-.-- mr&0�M101M CORNING ft < -XIME/0- Ok-000151H) *_ i *_W� W , XR, .,..RE/DATE -!--I - ! n:� �_-_ - -12 _J , 6 -, WMA-0111 V, IPIL I - FO-9 * 1 - 1�_;z I in .,Y*ff I - I ! i - I - I 9 A mub IVI"i" I I - � I ; ! !!" ! _!!!!!:Zi ='!' .6 01,21111 a- . .. .... . - - - SHEET NO. SH 1.0, — I __ ]____�_ _________r_ - - - - - - - __ __ ___ __ . � "I I 11, 1�1 I I I� ,I I I I I . - ______ T - - __ ��_� - fl xx� 3 at4 W*W4 NOT ANCHOR GmALINIS ON WavI40) Fll k1w M.. gimm NMI 1115illil 1117,15i'll 111 11, i zimizi-Wilw-WIIIIEVIA 3T:-k7.T#77, limm=m ow of ULIWON SC14EDULE 43 M_ WULLION SPAN (PQ REOUM NA, TUBE MULLION - Iw > C-VTO V-lr 2* 4* t/$* 0 s'-w TO V-10, 4: N, I $HMT 4 W-lar m B,-w 2' . 5' . 1/8* M PRES"E RATING W% SECTION I =mv?0xMmwrm ORIENTED SCALE 3/9-l' NOTE. MULONCAN SM79E GM W/O SIM PANELS ON 70P (ONE PANEL OPDANO W/ IVINE 70P & 9,717010 OR a S =MAT TOP OR BOTTIDNI OF OPENING. BUILD-M Wumm INSTAIJATION - ALTENNATIVE I SCN.e I/v XALL WALL' 1/4 ALnXNA7M 2W 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +5&5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B". 2. FOR NEW WOOD FRAME CONSTRUCTIONi WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL TOP & BOrrOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHDRI (SIX SCHENU OK_\\ 14) Sim 14) -i .500* CUM CONCRETE DOUBLED �-M ="WJLE 1 Lsa Om CONCRETE ANCHM (SEE SCHINAULE ON sw 14) POURED CONCRETE Lvm lIr ac, CHM sma 14 FOR ON TO GLOW TO GLASS S.m 4) MfALL MOUNTW& INSTALLATION WALL AND INSTALLATI sgcnQN I ICALI- 3/1' � I- SEcnON SCALE: 3/a" - I' -2 III= ON LIFE SAFETY MOM PANEL SYSMIt INSMLkAttW_ 1. LIFE SAFETY STORM PANEL CAN BE LOCATU AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL- (AW PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRAM.) 2. LIFE CAFIETY PALNEL CONSISTS OF 0�039' GALVANIZED SIM STORM PANDL AS PER SHEET 2 or DRAWING, 0 2NM IRS STRUCTURE. ITSW TO BE REMOVED OR INSTALLED FROM THE NSDE OF FEE TO TRACK TO BE COMPONENT CD & BOTTOM TRACK J. BE 0 C= AMP"SH92 OF THIS DRAWNG. 01 A COMPONENT BE WALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 a 2 ON THIS AS WELL AS DERILS I & 2 ON SHM 14. 4. " LENGTH $OR COMPONENT Or 15'� E * w _ MON. ANCHOR SPAMNS FOR COMPOWNT 41) ANCHOWE a BOTTOM a GM ON SCHEIDULES V 2 MAY� SHEET 14, COMPONENT K PERMANENT OR RDAOVAIILE� • SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. • SEE SHEET 4 FOR DEFAIL APPUCAJELE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TWn INSTALLED ANACONT AND BEYOND TO STU=/WOOO BARDS T" mg, KIP V%l .11m, NO, N&UQ L� WOLION sp. (MR W�AMAJ_ SPLrr SMM EMU UUAMN WM%--W SCALE Nk I CEILING FIMR MOUNTI WALL rum mwmnNa INWAUATM - ALTERMTW - ALTERNATIVE 5W INSTALLATKINS SCAM 1/4' 1- (SECTION AT TOP IS LIMM TO +55,S-EF7.0 MAX. WAE� 1/4 - A.S.D. DESIGN PR�� FATING) INSTALLAMON - AEMM "W I/e - I" miam I gill 01111 LiPIO11/4. 2/4. 2A/4, 3/4 4/4 L*I. 2: & 3W/15 & 1W/15 AI�NATE LOCATION ON LIFE SAFM PANEL L_ AREA W/N0 LIFE SAFETY PANFI,$ LOCKPON Of LIFE (SEE WK IRE-W L.. FIDOULAR PANELS W/ OR W/O PECULAR ntAm SAFEW PANEL (SEE I P.10 BE INSTALLED AS OPTION #1 FOR WEE WEDIF .1.1 ALWAYS BE =v.2wp1`N%4 S19RM PANEL (1) & aA TO FACILVIATE INSTALLATION IF "AND, TO BE INSTALLED OR NEMOM FROM INSIDE ELEVADON OF STRUCTURE SCALE 3/32--l- @Cop PANELS. wn" PANELS. wre 1) SIX NOTE 1) SECTION R=R SCALE 3/32--1- MAXIMUM A.S.D, MIGN PRESSURE RATINQ (p.a.f.) ANQ GQRREWQNDIHQ MMIMUM PAN" LENGA4 *L! SCHEDULE Nwomum ASO 11- I= NWj W_ r"K &M OF THU _7" r-r OR LESS 2 111V L44SOLUD I TWO 5 4 7 +554. -740 TO Ir-S' M... 9314- UNBOLTED I THOU i 111 .55,Ow -7ZO A`4' To I V-3* ALO, a l/r +43A -411.0 12'-4� OR LESS 3 3/2- IL & 10 - KL= W/ 1/4*1-20.t* SA 4k WO&R AT OMW A WOLD" OF PANEL (VAX ONLY FOR PANELSni & R MIALLATIONS AS PER SECTIONS I TIM 7. ON SHEM 4 A, 51 OAXAM ASO, mlaw PRESSLOE, Raw (p.(,) AAXNAA MICHORS, SPACING FOR ED. - 3 llr APPLICABLE TO � j OF THU mkv" PAND. w4m v K) TOCON CF CALK-1m, f*4UNAR FOAALE 0 PAINCLURE KIM TO CONCAER: Coam BLOCK commm CONCRETIN: OLMOCK TO 000010IM 10 cwwm KOCK 10 CoNcorm TO Catam BLOCK To Omdarm CONCRETE: I I* BLOW NIA NIA N/A a, N/A 4r WA 0. ftA w r WA IVA w 61 0. a, or r I foolrw Ir X/A "/A WA 11. "/A 1. N/A w N/A 2 cw) MIA N/A N/A #/A 51 N/A IV N/A 2 N/A N/A NIA, r WA r N/A Ar I MIA 3 m, 4 (lop) r-V OR LESS DR LESS N/A M.10, 6' r a, (SECTION) w IV. WA /A. 6' WA K/A 7 N/A '41" or -4 A 7 (BOTTOM) NIA kfA. 12 11r. 1 6 1/4' 6 1/4' SM SHILICS W & 11 MR AN04M TIM & SMING MR 141170ALATIONS ONTO WOOD FIAAE MLOM WOMAN ANCHOR SPACENEIS AOO M" EDGE ONIANCE AM INDICATO ON " SCIeWL FOR ", LOS mw ININATIOL ON wim" REDUCE mom SPACING By MMIKI" SPACM SK" Ow 0a"MuLf, by NF,= rACTORS PON, Imm, OPIAXPON TO Be POELLSOU4 =T=A=L= FACTOR ALA um lwmow, SPACING waftym Ami, aw ANN= TWINE 1/4'. 1/47. 1/41, Ile. 1/41. 1/4. 1/**. ""0 3 3 3 - 2,/2 3 E-r; T... j=@NWw 3 1 3 A 3,/2 cw; 3 I, AWA SA OMM .w Im 4b DIRECT J��LLATJQN 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH XS,O. DESIGN LOADS UP TO +55.5. -7ZO PSF AND PANWS LENGTH UP TO W-B". 2. FOR NEW WOOD FUME CONSTRUCTION: WOOD MEMBERS 'TO BE SOUTHERN PINE NO. 2. W1 SPECIFIC DENS17Y OF 0.55 OR EQUAL TOP & BOTTOM MOUJNT[NGS CAN BE COMMED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILLS MR REGULAR PWIELs INTO EXISTINQ WOOD STRUCTURES & 7' I/... LAG smax; 0 PEP 0 CEO, ED ED[ EOt ALUJUMM Be" a/1i-I' 1w 2WL SEE SCHEDULE ON SHM a 1 1 - FOR W. SEPARATION I ?a GLASS. 12 1 ax, ED ED ED OR ED 4 WOOD PwE I 0 MINORN Of PUM 7r j &UNA= SCALE, ,,Ill. ALTERNATI)i 3w ALMRNATM MME SCALE 3/8-1- I IV LIM OUAJLI� IUOT&# I AVIPAI r&NQffJOtM HIM N & A ��S SHUTTER TRACKS NOT SHOWN MR CLARIFY sum 9 V.V vo 2 PAN 4/9, W.. (CA% 4 (cm a WANG" A5A OF %�w OU-01 PANEUgm FRPLE 0 p*vwn no APPLICABLE TO DESION PRESSURE: Ram 1-.1.3 TO ,N`AE`E 0.0;9 cow TO CONCK ouxx TO CONCRETE TO 0 - - T-a "C"ONS # A, WY COMMMTM OF THEM MKVMUM PANI1 LIDIM -0 flt) N/. N/A N/A 6 141A Or N/k S' I N/A I & 2 (TOP) +55,01 -72.0 g. 7' 1. 1 (BOTTOM) LESS +55,0 -72,0 N/A N/A N/A - N/A 6" N/A N/A I & 2 (TOP) W-O' TO 7'-V r 5- 9* 7 1/2* 9* o- 9 +5610 -7210 r RIA, N/A N/A 6" N/A 6' -W/-A N/jk 1 2 (TOP) r-r TO W-VI mkmwm A.S.O. MAIN fmmrx RIANG (0.1.) m I mw 0 S/w I*, now MP or NAO m I MINI r W, fm Iw of map PUCAENUE TO =014 18IN&TA01 Of N MA"UM P LEWIN "L" (no- TAPCON! 1 To Ommm r 3" 4 1/2- 1 4 I/r +49.2 -61.5 2 (BOTTOM) -r-iV OR LESS 452.a -66.0 F__7 3- e 1 4- 2 (BOTTOM) 7'-S" OR LESS +55.0 �MO 2 1/2, 2 1/2' 4 3 1/2- 2 (BOTTOM) 7'-V OR LESS +55.0 -72.0 2 IIT 2 112* N/A Trow >71-6* To W-01 1+55.0 -72.01 N/A 1. 3' 2 (soTrom) p-r-a- TO a7i] ALTMNATE LOCATION AT END PANEL I/C �l Ill -INTERIM PANEL -END PANEL DLLE S0%LLLE _L T 12 MR M., ANCHOR �.F -I SPACING DETAIL 2 -, FLOOR MOUNT] I (APPLICABLE M SCHEDULE 2) MAXIMUM &S.R. DESIGN PRESSURE RaNQ (R.S.f.) AND CORRESPONDIN MAXIMUM EMEL LENGTH -L- SCHEDULE wwk z.%. I mOAW* sok4w" I - - +06 _71,0 Or--r 2 3le Sm SHOET is Fat AROMORS I" & $FACING FOR INSIALIATKIM INTO WOOD FRAWE ]BARREL WININUM ANCHOR SPA;*M WANLW VICE OVETANCE: An ONONAIED ON THIS somAr ILD, LESS TWA ft"Inal (ASCILMU MIDUCE ANCHOR SPACING BY NULTIPLYING SPACM 240" ON SCHEDLUE BY TIM FOLLOWING FACTORS, FOR INS OPERATION TO K P*MftF. AIDUCILD SPAONG OBTAINED USING PAC= SO4L NOT BE LESS IRAN MONANG SPACING INDICATED MR EACH ANCHOR INPI AT A904M LMDID I/r. Ile. NO, 3 3 3 3 3 4 AWJL LIL am 1 /r JS .50 r 1 00 I= AO bk.- fVAW ONLY FOR PANCLSM& QOWALLAFIONS AS PER SECTKINS, I THRU 10. ON SHMS 4. 5 & 81 MAXIMUM ANDHORS SPACING FOR EA - 3 I/r K&D, DESIGN TAPCON CF W-QRP CALK-11 PANELMATE FEW" ID PANUMPTE PLUS som Su TO SECT" If a MAXWUN PANEL PRESSURE PATNA; 70 CONCWE TO CONCRETE BLOCK m CONCRETE TO CONOW11 BLOCK To CONCENEM TO OORMTE BLOM TO cmmm To =4mm 41LOCK TO CONCRETE TO ODNCRM BLOW TO MCKM TO C= ANY M"Wxm OF THEM LENGTH v (o.) N/A N/A N/A N/A 6* NIA 61 N/A N/A N/A I (TOP) A- NIA N/A 6" a- NIA NIA I (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 2 (TOP) 1. N/A N/A N/A r N/A 5- N/A 5' NIA N/A N/A 2 (OCTEOM) +51540 -72.0 N/A N/A N/A v N/A I$- N/A__ S- N/A NIA W/A 3 & 4 (TOP) xr-S' To W-8* OR LESS 1. 4' N/A N/A 61 1 a" 1. 6, N/A N/A 3 (BOTTOM) N/A N/A N/A 1. N/A r N/A N/A N/A N/A 7 (TOP) A- N/A N/A 6' v 61 N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 0, 1/4' 12 1/2* & 1/4" 6 1/4" 1 8 1/4 6 1/4 6 1/+- NIA N/A 5 (TOP/E1OTr0M) +5mo, -53,3 N/A NIA 12 1/2' 6 1/4' 12 1/2- 6 1/4- 6 1/4* 6 L/4' 6 1/4. 6 1/4r N/A N/A 6 (TOP/801TOM) TO Il'-2- L554-77-0 N/A N/A 6 1/4- N/A 6 1/4' NIA 6 1/4' 6 1/4- 6 1/4* 6 1/4� 1 N/A_ NIA - 6 (W/BOTTOM) >8'-e TO 11 *-2' N/A N/A N/A N/A N/A N/A NIA N/A 6 1/4' 6 1/4- 6 1/4- 1 6 1/4' 8. 9, 10 (TOP) +43.8 -41LO 4� N/A NIA N/A NIA N/A N/A 6" 6 1/4' 1 6 1/4' a (BOTTOM) N I /A J N/A N/A N/A N/A N/A 12'-4' OR LESS F- N/A w., -/A I -/A vA N/A N/A N7A 1/4- 0 1/4- 6 1/4- 1 6 1/4' 10 (GOTIOUl SEE SHOITS 10, 11 AND 12 FOR ANCHORS IYK A SPACING FOR INSTALLATIONS 000 WOOD FRAW BUILDING. MINOAN AN*" 25PACINGs AM WININUM m INSTANCE AM INDICATED ON TIM sammu MR LIX LESS THAN INGIGAIM ON SCNCOIAE FiQXECIE ANCHOR SPACING BY ALLIPLY114 SPAOM $KIM ON SCHIMLE BY THE FOLLOWING FACTM. IN TAB OPICRATION TO BE POSSIBLE, RMUCED SPACM OSTAWILD USING FACKAR ZIA" HOT K LESS MAN MINNAW, SRACM ANONAFEC FOR EACH ANCHOR TYK AT ANCHOAS L=� Woman TIM 1 1/4'. 1 1/4% OF VP-W FER" 0 SOLO-su mm, no" VACING w 3 3 3 21/2 3 � N, -0 - 1�= 3 3 1 1/2 a L/2 4 'A AMK ft OW 111111111M F AC 7 0 R ...... 31/2- INSTALLAI19N DETAU EOR REgULAR ANEUCD A .0 INT_Q EX15MNG W009_51MTURES _�TT'�_FT_ T, 7; 7, -T7T -VIO PANELVATE PLUS --V-10 PANELMATE PLO 6 6 114' O,C. W/ 1 7/6' THREADED PU43111AXION TO THREADED PENETRATION TO VOSTW WOOD HEADER omm WOOD HEADER =awl "STING WOOD HEADER f _ZvT ". i 11 PAW ww 0 I : EAM sm a 'Ir mc� WOOD HEkm i woo" -07L SEE SCHM= sm SCHEDULE ON SHEXT a ON SKEET A FOR NO, 90*00NO, FOR w, SEPPAOM TO *LA914 TO OLAS& M MEL LENGTH Ma. PAND, LENGTH Lacm (lAa NOTE 1) (Sm NOTE I) (am NME 1 1 A BOX OF OF V OF MAN MAX -<]D MAX 7 > ma Hm Oz. ;rki @ ; Fj 4'# LAG SCREWS 21.4' WOOD 2.4- WM PLATE �N m W/I 1/2 _w I i - CO-1,TE, NON. rAREADO COUIRED PEOURED P1:4rlRAT9)N AT MCIRM OF PLATE ji � I I 1 MID WIDTH OF PLATE __4400 LAG SCREWS 0 STAOMWD W/ ALL, DIRM AT JABAROTH OF PLATE misp", MOUtWj4G INSTAUATIOLN OALL idpflHR INSIALLATION SCALE: 313.1- SCALE 318-l" SCALE 3/3-1- NOTES: 1. INSTALAATIONES FOR ALTERNATIVES 8W. 9W & ION ONLY VAUD FOR BUILDINGS WITH A.S�D. DESIGN LOADS UP TO +4&& -4&0 p.0. AND 1k. T1 PANEL1 LENCT14 UPTO 12'-V WOOD MEMBERS TO BE SOUTWY14 .............. L FOR NEW WOOD FRAME CONSIRMT)ON: EN PINE NO, 2, wl SPECIFIC DD4SM OF 0.55 OR EQUAL FLORIDA BUILDING CODE (High Velocity Hu no zono)l o, 416 -2300 rp, NOTE FOR COMBINATION OF m� 20 GAGE GALVANIZED SM STORM PANEL OWN ft. TOP & BOTTOM MOUNTINGS CAN BE 07/m/21,20 GLOBAL PROTECTION PRODUCTS, U.C. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION RAD MLTECO..., 51 $nW 1. AIM GRINI)AN-711414 $AV (1114*1100117 K* rmwlrlm. _k .1 a4.-w I AM DRAWING NO: IN" Sol/Sowuwlwn 9 PX SIM 12 Or 21 INSTALLATION DETAILS FQR OPTION i I FOR LIFE SAEM STORM PANEL SMEM 1/4 INTO EXISTING WON STRUCTURES =:Ir=_ TO 7 T v V EQ ED 110 EwQ 41-- Y_ sm a 12 1 O.C. ALIERNATIVE I ALTERNATIVE TO, /Apomc SIX SCHEDULE 09 SKEET 14 _ TO GLASS. ED DO DO ALTERNATIVE .3 ALTERNADVE 1/4-1 LAG SCRW 0 C D.C. W/ I 11;r id, THREADED ADIEWATAN OR E WOOD FRAME CONDITIONS A ANGHQR LOCA339N t/4`0-20 P�WLNAW PONE 10 OR PANIVATE PLUS 0 w INALO 3/e um SK�MR TRICKS Wr "W FOR CLARIVY ALTERNATIVE 1W $wit 3/e I* I� OWNAATIONS AREXX P= FOR RADOM WFOK AS 0. DESIGN LOADS UP TO �B&B, -72.0 PO L04M Up To 8,_Er, 2. FOR NEW WOOD FRAME DoNlFmcnoR wCOD NuEmom To K SpvTHM PRE I W/ SPE"X DENSITY OF O_% OR MUAL c_ cn -0 CU > CD =03 2 - cu C-) U) ci) :tz: c a) cu -cu U) 0 2 a) cu = 0 0 L;-, co LL I,- 0 > U) -0 cn E cD cu 0 m +0 c a- mi z :J� cp LLJ C3 f: C= C, I LL_ Cc =) (f) C14 kn cc C,4 cu E cm ci c- ui < z < _60 cj) cu > cn cu m SHEET NO. SH 1.1� ANCHORS (SEE WOTIONS ON SHEM 17. 1& TO & 20)--- 3: wX +3A(17. 4A/17, IM/11L mi/17. 40/17, WIS. I MIN, SAW/111, ?AW/19 A 11111110/20 UW/19, 7111110/10 6 W#Igo 0 0 0 0 0 PAN6; 3' MIN. *M/20 1 ------ANCHORS (SEE SECTIONS ON SHEET$ 17. 18, 19 & OPTION #2 FOR UEE SAFETY STORM PANELO ELEVATION SCALE 3/16--1- 1/4- NAAL SECTION A -A SCALE 3/16--1- MAXIMUM A,S.D. Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-B" 2 3/4- UNBOLTED MAX PANEL LENGTH (SEE SCHEDULE) CODE INSTALLATION DETAILS FOR OPTION #2 FOR UEE -SAFETY ST98M PANEL SYSTEM INTO EXISTING POURED CONCREIE OR CONCRETE BLOCK URUCTURES IfIr UPCON ANCHORS TAPOON ANCHORS _!L4-. TAPCON ANCHORS 2* oz. --414' � 6 0 D.C, TAPC% ANCHORS O.C, 0 r D.C. POURED POURED OR mxlc"`� OR CONCRETE BLOCK RE"M "Lock REDURED Mo.. 'Ef 100-00. MR, - samor 'A) IV CLAM CLASS GLASS L 71 �7 & �"6-6 W, ;Kza w r EA - LIT. L_�4'2* W #'S.S. M.S. W/ 1/2 L 4" %314'�& MS. W/ / ir'.: NUT WASHER _y 1 /8.02/%2 WING NUT WASHER Or 3/32 WING NUT La �70 (BEYOND) .0 12 I/Z- OX� Eft TAPCON ANCHORS IAPCON ANCHORT I , 1APCON 1/2* O.C� 11r D.C. Rs 414* ITX I (SIMICIERED W/ SrUQ) WAGGERW W/ STUD) 0 4 IJ2, D.C, L-POURED CCA1CRm COVECK ON "_-POURED CONCRETE -WIMPREIT CONCRETE BLOCK Go CQ4CWTE BLOCK REQUIRED REQUIRED WOW= REQUIRED WALL. MOUFNG INSTALLATION WALL MQUhMNQ INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A 0 REGULAR PANEL 0 Luj�NEL SCALE 3/8*-l* SCALE 311r-l' SCALE 31ar-I" SCALE 3/1r. I Sm *= To At 20 FOR ANCITORS TtK a AIM m %FWC1NC FOR A= INTO WOOD V FRW BUILDING. mm� mom woom 0`4 -A&I, I. TI - - - ]a..*. A MMUM ANCHOR _V*Coo& AN", ow"ANO EDGE Dow= AM MADAM *..A EN FLORIDA BUILDING CODE (Mgh Velocity Hu cons zons)f SCHEDTAX MR U LESS TWA M"10 ON R."No jo_&M�aoi 3 IKAMYNG SPA04 SHOWN ON SUED -At ACIIA FA OK 0000 41 002C ItTECC, W_ FP. of THE FOLLOWING FACTORS, No 1_ I ". 20 GAGE GALVANIZED STEEL STORM PANEL MAIN By,- ww1OM TO K POSSIBLE, REDLICIED SAM= offumm usm FACTOR SHALL "m ON PRODUCTS, LLC. 0""'V"Co' ME UMS THAN Mm" STYCAm; MCATED GLOBAL PROTECn DAYL IL IECOi C am S.W. 5, S"w FOR PON ANCHOR TYPE ON THISsomma fat j "m m4xu FAIL ("4)MM-97017 20-175 Ipwwi. -.1 i� IMN PANAMA: ft MMA. Jr.. lot, Mali, sow 17 or 26 rg u-Ml bTsXq I I,, I m 7 1, A 111, 111, 1 m I,, I. I :I I - -,, I INEALL.00N DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCREM BLOCK STRUCTURES -V4' TAPOON ANCHORS ____I 4* TAPCON ANCHORS L . 0 4, D.C. 9, D.C. POURED AICRETI POUREDMWE OR CCHg EYE En. OR CON SLOG REQUIRED REQUIRED 1/4- 1/4' ASIAN. 7 W I _u 1.-1010 ,"",A" PLUS W/ Pwamm PLUS W/ _. A 3/32- WING NUT WASHER /U* WING NOT WASHER 0 1/4, O.C. LEOLINED CONCRETE L__VRw CONCRETE OR CONCRETE SUM CONCRETE MOCK REQUIRED RVOLITINED WALL MOUMM DMALLATION WALL MMTU ATM ��EL R 0 LIFE SAFETY PANEL SCALE '"001114iff SCALE 3'w.1. 0".4ec , , SEE BEST To a 2D M moom IVE AV= TIN GEIV4;... ;1 w=!1AUA11mRS NO WOOD MIMMUNAW>1011 SPACMS AND MINIMUM No. 44167 EDGE DISTANCE AM IMAMM 04 THIS -tw=" It- ! :' FLORIDA BUILDING CODE (I*gh Velocity Hu a no Zone). X*: SONIMU FOR EA Luss YHNNI imoom ow v- :w_ 20 GAGE GAILVAHM STEEL STORM PANEL SCWDLUE MUCt MICHM SPACIND By ft= mmm w- F.P. MULIftwo SPACM SHOWN ON Aaft 1& 61 YAM IAIEI DRAW or. BY THE FOLLDWINO fACTORL FOR THS /r OPEZRATTION TO K POSSIBLE. ASIDUGOD Offil SPACINIC OSTAWO U" FACTOR SHALL MY I/v PRODUCTS, LLC. Met. BE UMS THAN MWMW SPACING INDICATED 11LIECOINC. GLOBAL PROTECTION , 6ii . Z FOR EACH ANCHOR TYPE ON THIS SCNIEDLIUE 1 1. Dw& IL =14 MtjM'.A, '"C"AL (W)ow-"46. MI E"4)M*-WW 20-176 I, - Pz sm/mumAnw"WE o"M (3) INEALL.00N DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCREM BLOCK STRUCTURES -V4' TAPOON ANCHORS ____I 4* TAPCON ANCHORS L . 0 4, D.C. 9, D.C. POURED AICRETI POUREDMWE OR CCHg EYE En. OR CON SLOG REQUIRED REQUIRED 1/4- 1/4' ASIAN. 7 W I _u 1.-1010 ,"",A" PLUS W/ Pwamm PLUS W/ _. A 3/32- WING NUT WASHER /U* WING NOT WASHER 0 1/4, O.C. LEOLINED CONCRETE L__VRw CONCRETE OR CONCRETE SUM CONCRETE MOCK REQUIRED RVOLITINED WALL MOUMM DMALLATION WALL MMTU ATM ��EL R 0 LIFE SAFETY PANEL SCALE '"001114iff SCALE 3'w.1. 0".4ec , , SEE BEST To a 2D M moom IVE AV= TIN GEIV4;... ;1 w=!1AUA11mRS NO WOOD MIMMUNAW>1011 SPACMS AND MINIMUM No. 44167 EDGE DISTANCE AM IMAMM 04 THIS -tw=" It- ! :' FLORIDA BUILDING CODE (I*gh Velocity Hu a no Zone). X*: SONIMU FOR EA Luss YHNNI imoom ow v- :w_ 20 GAGE GAILVAHM STEEL STORM PANEL SCWDLUE MUCt MICHM SPACIND By ft= mmm w- F.P. MULIftwo SPACM SHOWN ON Aaft 1& 61 YAM IAIEI DRAW or. BY THE FOLLDWINO fACTORL FOR THS /r OPEZRATTION TO K POSSIBLE. ASIDUGOD Offil SPACINIC OSTAWO U" FACTOR SHALL MY I/v PRODUCTS, LLC. Met. BE UMS THAN MWMW SPACING INDICATED 11LIECOINC. GLOBAL PROTECTION , 6ii . Z FOR EACH ANCHOR TYPE ON THIS SCNIEDLIUE 1 1. Dw& IL =14 MtjM'.A, '"C"AL (W)ow-"46. MI E"4)M*-WW 20-176 I, - Pz sm/mumAnw"WE o"M (3) > W C- (D 0_ 0 0 L_ -0 0- (D (1) -0 0 -ca -0 -= C 0 c 2 c- 0 a) m = 0 .0 U- "_ 0 ICU > CAI a) E w -4-0 2 CU 2 -0 2- U) ca. < fo z w mi INSIALLATION DETAILS FOR OFTION J2 FOR UFE SAFETY 990M PANEL SYSTEM INUALLATION QUAILS FOR OPTIghl #_2 FOR UFE SAFETY STORM PANEL SYSTEM GENERAL NOVES. VALID IIE-7 HANIQ SrORU PANEL SYSTEIM INTO EXISTING WOOD STRUCTURES INTO EX151ING WOOD STRUCTURES I. E-Z RAING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P�E.Oj HAS BEEN VERIFIED FOR COMPUAKE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE I VT_7_Tj 7" -1--fl ACCORDANCE WIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLM 94ALL BE 1 1/4-. 7-74 -11-n WADER FOR Ok WIND SPEED AS REQUIRED 13Y INE JURISDICTION WHERE UL I(D AN!) ED COG FOR A FACTOR Md-0.85. USING ASCE 7-16 AND 50nMDENSMIT THEFMW' 1/4' 0-20 SS SIDEDWRALK SOLIS SHALL BE LONG ENCUrHiSHOULD ANY FINISH MATERIAL "IST) TO .2 RED A - 111EXANTrOt" DESIGN PRESSURE PATINGS INDICATED ON SWETS 25 & 26. >1 IA� TAPCON 0 6. D.C. ENGAGE /4' INTO ANCHM. 114-0'rAPOW 0 f* D.C, 1/4,0 TAPU* 0 a' ox� 41-OITAPCM 0 W D.C, - - ----- THATEACED F� IN ORDER TO VERIFY THE ABOVE CDNOITION� ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 MR. TRINACED TIOT, db 5 j 6YON //5 WOOD $HALL BE ro 8.3) N CASE THAT PRECAST STONE, OR PRECAST COhICRETE PANELS BE FOUND ON THE EXISTTNG WAL 40UM, P" EZOD \ / - j . AT WOOD WADER HEADER C2 WADER REAM WADER TO COMPARE THESE W/ MAX� (A.S.D) DESTON PRESSURE RATINGS INDICATED ON SHEETS 25 & 29. ANCHORS SHALL BE LONG ENOUGH I() REACH THE MAN STRUCTURE BENNO SUCH PANELS. A4OHORAOE I- C= V SHALL BE AS MENTIONED IN 9.1) AND IN 6,2)� IC2_ IN ORDER TO VERIFY THAT COMPONENTS AND ANCUNCIRS ON THIS P-LO. AS TESTED V03M NOT OVER STRESSED, A 3n INCREASE L; 1/2- 11/4- /i, I Ibv 1/4" 1/4- IN ALLOWPaE MRESS FOR WIND LOWS WAS MM USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD I" BEEN A, DETERMINED IN ACCORDANCE WITH N,D,S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPET*VATIONS OF THE ANcwR'S >< KAN C1. WOW HEADER KE40ER 1/4" e` 1/2 7/ mm aP p Mi, ww.. /mi. XQUIR WOOD STORM FANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS STEEN VERIFIED IN ACCORDANCE WITH SECTION 152e OF ED REOLIPTED THE ABOVE MENTIONED ODDE AS PER FENESTROIGN TESTING LABORATORY, WC, REPORT 1 2032. AS PROTOCOLS TAS-201. HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IT. IT S TAS-202 AND TAS-203. Is TO BE ATTACHED TO INSLIRE PROPER ANCOORAGE. 'THIS SHUTTER SKIM1. ONLY SE ATTACHED TO CONCRETE, BUDCK Air. 4/ CONT, OR WOOD FRAME BUILOINGS� U) w m 4 2� THIS SYSTEM HAS SUN DESIONED TO BE INSTALLED ON THE OUTSIDE OF THE OPP940 ACCESSING THE OPENING FROM THE < .41 WS1WI�%0GTME0SE OF A LADDER OR IJFT� THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO 13E PERFORMED 12. THE INSTALLATION CONTRACTOR I$ TO SEM,/CAtAX ALL SHUTTER COMPONETf WOES WHICH REMAIN W coNTMWS FROM OF STRUCTURE. (D w%mG CONTACT WITH THE BUILDING TO PREVENT WL40YMN INTRUSION. CAULK AND SM SHUITER TRACKS ALL ARCUWD FULL CLAM -M $UoTAE'L 1 1 GLASS 10 CLASS m- CLASS 1 3. SERIES 000 V45TALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STILE WINDOWS WEN INSTALLAIM IS REQUIRED TO BE Dvt ScWAALE: I PERFORMED FROM THE INSIDE OF STRUCTURE. a) -gor PANEL LENGTH S�w I t3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPEOS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING (SEE W-T I SELAN) "v W_ EXISTING 0. seut, is) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLED TO. PANEL LENGTH cm .7 Tam) I Ann. MPAIMIDN' PANEL LENGTH CLASS cc 70 CLASS I BELOW) To GLRIS (SEE NOTE I BELOW) 10 CLASS PA'a M- ^L! 4. SUITES 20M INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE WING AND HORIZONTAL SLIDERS STYLE WINDOWS; WHEN OZ= 11 W... INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOOR% INC. E - Z HOC STORM PANEL SYSTEM- IS PIETTW PEENDIND. 0N SMET 18) M SMAU- LENGTH PANEL LENGTH C" -(BU I I - 1/4 ON PACT 10) = N07E I om* 1/4'0-2D.1' to. WS /4 m SIW 15) (SEE NOTE I SELCAN) SS. I&S.. W GLAWSS 6, ALL ALUMINUM D(TRUSIONS TO BE ETOV-TS ALLOY AND TEMPER. (UNLESS OTHIENWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE i INFORMATION FOR A SITE SPECIFIC PROJECT-, 1.c WHERE THE SITE CONDITIONS DEMTE FROM THE PZD� 3 32' 4/32* ss. m,s. w7� (b) CONTRACTOR TO BE WSPO BIBLE FOR THE SEUECTION� PURCHASE AND INSTALLATION INCUJIING LEE SAFETY OF Ir 6. ALL ALL*MUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY. e4-0 TAPOON_ 7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY SIM, ASTM A-653 GRADE So Min., GALVANIZED SIM INS PRODUCT BASED ON THIS P.LO_ PROVEIED W/SHE DOE$ NOT DEVIATE FROM THE CONDITIONS DETAILED ON E "'.1 TAP110"T 4-- C, .1 DIESOGNATION W/Fy- 58.5 481 (AMR ROLUED). THIS DOCUMINT- CONVIRUCT" SAFETY AT SITE IS THE CONTRACTORS RESPONSIMUTY. 0 ALL SCRIVOYS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES ON CORROSION RESISTANT COATED CARBON STEEL. AS PER ON I[.) THIS PRODUCT EVALUATION 00CUMENT' WILL SE CONSIDERED INVALID IF MODIFIED. OF 50018 W/ 50 In- YIELD STRENGTH AND 90 ks! TENSILE STRD40TH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 201-32.4. (4) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WIMAN YIELD STRENGTH 0 RESPON ISLE THE PROP 9. BOLTS TO BE ASTM A-307 GALVANIZED SIM OR AM 304 SERIES STAINLESS STEEL WITH 38 ki M BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WH WP L BE S FOR ER USE OF THE PZZ. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWEER TO THE P.E.D. ENGINEER, 94ALL -0 10� ANCHORS M WALL SHALL BE AS FOLLOWS. S~ M INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO j=NG POLRFQ Z2jOM' (a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AMD SIGNATURE Or THE PROFESSIONAL ENGINEER OF 1/4-0 TAPCON ANCHORS AS BY LTN. BUTUDEX, NC� (MIK V-3192 p-L) RECORD THAT PREPARED IT. t COMM COW. W/ '\,1/4 1/4" 0 X 71W CAUK-IN ANCKIFM AS MANUFACTURED BY DEWALT INC. (MIN. V-30010 P,*� Mwor NUT 2, WINS NUT -0-20*21/4--S, M.S. W/ #14-10 PANELMATE FEMALE 10 PANELIANTE PLUS ANCCHORS, AS MANUFACTURED w �v CuINUNLx;jvN PRODUC15. I& STORM PANEL MANUIAPTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 7/1'00/N' W440 NUT ACCORDANCE WIN SECTION 1709,9�3 OF FLORIDA BUILDING CODE� ONE LASM SHALL BE PLACED FOR EVERY OPENING. Jow A 3/ WING 12 Ilr OC, M WASHIGII (BEYOND) P-1) LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING COOL WASHER 12 1/2' D.C. wur 1/4'0 4 a III D.C. TAPCON 0 5' OZ 4- L - 10 TAPCON 0 6' D.C. AND 2' FOR PANELLMATE Ban W/ SM) THRIADED A.11) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POAMED CONCRETE SHALL BE 1 3/4 Z'A4' WOOD MI k &4rk w4wvm 2*C WOOD IMTE �7/r- 3/32' WING NUT FEMALE TO & PAWJAATE PLUS, win W/ SM) N _E 7/,. A WASHER 0 6 1/4- D.C. WASHER 0 REQUIRIM REQUIRED (BEYOND) A, Of PLAIIE THMADE0 MAMMOTH PLATE 114-10 PANDMATE P& 014-10 PANELMATE III& OF PLATE OF PLATE -IN ANCHORS SHALL BE IS 7/8' 1 NO EMBEDMENT INTO EDCQ PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALK NtO CONCRETE WOOD PLATE ANY FINISH MATERIAL SHALL BE PERMITTED a NEED PLATE, & 6 1/4- O.C� A' 7 8 N 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EIA)LIGH(SHOULD ANY FINISH MATEIhA4 EXIST) TO ENGACE 3/4. WALI. W&Jdffi 1jffifi*%FL WALL ILLATION M THREADED VITIATION MIN! fAmAiia P�L WALIL ATION WALL M ATION ALTERNATra 7AW RL funw:4 AT NOWiFH OF PLATE AT MIOWTOTH OF PLATE 000 ANCHORS, 00-" %,A,*, SC41E 3/s.-I A 711, HENN MSAWU G LIFE S :.' 1� "" MOM I A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. 09 PAVERS BE FOUND ON THE EXISTING WALL OR WA WALL INVA= 0 REGULAR PANEL LL MOUkMMQ INSTALIA11ON ON SHALL 0 LKE NAELIX PANEL SCALE 3/8 .1 FLOW ANCHORS WALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SCALE 3/W-I' ALTE BE AS MENTINEI IN &I) AND N A,Z). E")% AM SCALE 3/0 .1 T OALFIENGUaLMAR FAUNAEL a LIFE M= PANEL No. 44167 WALL SIM SCALE FLORIDA BUILDING CODE L%h velocity Nu one Zone) SCALE 3/r.1 TIT, ;j FLORIDA BUILDING CODE (fflgh Velocity Hu no Zone) FLORIDA BUILDING CODE (High Velocity Hurriloons Zone) 1. INSTALLATIONS ARE DAILY VAUD FOR BUILDINGS WITH AL&O. ION LOADS 1/4- TAPODN ANCHORS AS A1101LICACIVRED BY I.T.W, BUILDEK, INC� Tom TLIVA F.P. LIP TO +V�S. -71LO PST AND PAWELS LENGTH LIP 70 W-W.GES No. 4 ft= P-MM ING. fp. 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL NO 44167 20 CAM GALVANIZED STEEL SIM PANEL ill/4'00 X 7/8* CAUK-IN ANCINORS. AS MANUFACTURED BY DEWALT INC. (f*1500 p.&.I,) 2. FOR MEW WOOD FRAME CONSTRUCTIOM WOOD MEMETEM TO BE SOUTHERN opjm we; I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.SD DESIGN LOADS DRAWN 01. 4-1 PANEUMA4 It FEMALE ID AND PANE1MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION OMAN on PINE NO. 2. W1 SPECIFIC DENSITY Or 0.55 OR EQUAL GLOBAL P DIM. -n.0 PSF AND PAMELS LENGTH UP TO E GLOBAL PROTECTIO PRODUCTS (f-2071 p.s�I.) GLOBAL PROTECTION PRODUCTS. Ut. M 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 10 BE SOUTHERN IILIECO.Mc. __MLEC�0.... LIP TO +55.5, 07/21/102D I- DATE. ROTECTION PRODucTs, Lm I e N PRODUCTS, LLC. am - am 1.111, 5 slow V�;-. 48M SX III STREET z DOM FL 3311 PINE NO. 2� W/ SPECIFIC DENSITY OF 0.55 OR EQUAL DAW. R. 3"14 SW A' Oo")MW_754jL PAM TICAnING 20-176 20-176 offANY , =14 (CHI)XV.., IAILI I �;'0_ _4797 o_ H. 20-176 mq)wC� w, Now OU)NO 4wTX-- - ........... DOM" N. OrAm AN! ORA*" 1-- An, P4 WAVUMWLW./Wn WALTER X PIL I �_T SAIM 2. CA A OM * OF 20 FLORIDA COMPONENTS EQR SERIES 2000 A 1000 E-Z HANG SIQRM PANELS (SCALE 1/2-l) (TOTAL 2.591 12.500 IIEFFECTIVE WWH)----- 7,250' 1/4 -- ----------------- .075, 24W -Typ. 2.214r 0.030" THICK MIN 2.1 TO' 2.657 2.Cw GALVANIZED SIM EDGE j 2.144' TYP. ASTM A-653 GRADE 50 MINIMUM DETAIL + jW" A 48Z 0-60 CAM I LAO- I h' STORM PAN -2.470----i PANEWS END LIP REVERSED "h" TRACK REW= "U" TRACK w/ HE&WED EDGE. ft.mw ISOMETRIC VIEW DETAIL A 2.050* ROUNDED CORNER 0 ENDS OF PANECS END UP W/ HEMMED EDGE .7w (N.T.S) 125' J. PANE M 2*x5*(M=.) AWM. ANQU ER �4 "OE awl-76 Alum. ALLOY F_ omh "(typ-) No. 44167 L FLORIDA BUILDING CODE (Nigh Velocity IfUrricume Zone) tMIND TATIM INC, Vp� I TATIE OF 20 CAM GALVANIZED STEEL StORM PANEL mumm ft A GLOBAL PROTECTION PRODUCTS, LLC. 3"W(Max.) ALUM, MOLE MP BAR INA T1 LTE C -0. . \ 46M S.W, 5 =1317 13914 1' LONG Au.1. wr_* =�mm DAV%. FI_ 6063-TS Alum. ALLOY Rome. M4)us-754!, m 050061-4fn7 20-176 1 - aww" ww' '2416"1" U Or 21 3'/24 Im Num 2 KLO" #I-,- SAM V/24 01- 41/24 w/ on */b (9) 1 0 (Sm NOTE I quaw) a- m_ V124 11- 1 �/21 Ii, DIXE NOTE 3 SUM Mcm FOR CONCRETE MACHMS, SM I* ka. CONCRETE ANCHOTIS OF SCHEDULE ON SHEET Ik MR WOW SCREW, - - _YSw r Alto. SEE SECTONS ON SWET 25 SUED" ON SHEET 26) Im. AT 2 -=Ow 04 I -rill Tifl! Ou WMWRRM� I PMEQ _WLJ SCE TIM 2. 3. 4 BELOW sa mium Z E: Sa NOTE DOM PA WIS 4.1 L. a." _n=j lam] -f- LL j SGCGxa--:w-m-m-.%- Q) P*tj To BE LAST i ALMAYS "CH "AN&ATI.LT10411SE re"W" Opww nTUL ELEM914 FOR SFAES-2000 WENT HANDLE To FACIUAMS MAMM mu 1000 IF WE FROM rw R =%*Be 1rE1=!ZftHAiG ffiSTOROM! MEL I rAUM INSIALUED FROM IN spe"Nosm E-Z HANG STORM PANEL(psysTEM INSIDE OF STRUCTLOW. T SYSTEM SOME 31w - 11 _jr/4' - UP 1/4- ld� W UP 1/4' Mo. W-IL- \_7 7 \ 7 NZ N SEOQN 6 900 31W - I' Eimme 4,3r - r (1). 00�N" OF SEIM TOM: E - Z HAND SIDON PANEL SYSTEM CONSTSITM OF PANEL + TRACKS AT TOP & PANELIMTE PLUS ON 16' LONG (1), ZIMQN OF SERIES 2000; E - 2 HANG STORM PAM SYSTEM CONSISTING OF PANEL + (rAi BOTTOM W1 PANELMATES, Conf, TRACKS TOP & BOTTOM. (2). END PANELS SNAL ALWAYS BE CONNECTED TO - NO WALL - Of (2). VSP�ESHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANEUMATES ON - III& AT 90%4% PANELS PROVIDED AT TOP Of SUCH PANELS, SHALL SE� %/41'05-2tff/M.S. sr WING NUT tm�.wk. T.UMSSC" INTO AS (3). IF END PANELS ARE CONNECTED TO CO SHALL CONSIST OF DESCRIBED ON (3) ELOW). 1/4'-204/= %/ 71W=32p;;'w V'0'. I Wm. THUMBSCREW III OF FASTENEFIS arAY-F, EITHER OF TWO (3). FOR CAM WHEN END PANELS ARE "IV L0TNRQ4n'(p AT END PANELS ARE NOT O&W110C N XDYTOW STOP Tit EXTERIOR FLAT FLANGES OF END PAWL BAR (ra". PROVIDED AT TOP OF PANELS. (4). IN CASE T14AT 04D PANELS ARE NOT CONNECTED TO 6W&2Ck%jj; A STOP BAR r_ I*). FOR INSTALIATIONIS WEN END PANELS AND SOW INTERIOR PANELS ARE DIRECTLY Is SHALL BOTTOM TRACK I -To DOSING SIb:?A:MX7AT WiRRMCKP tit ZIA? IMA"WTA0,12 AWILA : "E IN SUCH CASE� CONNECTION OF PANELS MWA0YUNSTEEDUSED JOINTLY W MOkU. TO BOTTOM TRACK MAX OCCUR ATi LOCATION, %.TWO FANELMATES TO WING SHOWN ON ELEVATION AND S EDGE DWANCF_ FOR I f (4)� SEE SECTION V, 3' 4* ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, NOT NEED TO BE CONNECTED I INSTALLED MOR PM MR PAWL) HAVE 0. we' SUCH g".1%.PANELS ('(-:BVSLarT. 101T P'I'lF MI By v\CE FLOPJOA BUILDING CODE (NIgh Velocity Nu come Zone), No. 4 167 lk mom Tom W_ 20 GAGE GALVANIZED STEEL STORM PANEL F.P. z NAM SIT, ST OF GLOBAL PROTECTION PRODUCTS. U.C. o"oTE, % SA at Sow I'D WAAL m =14 20-1176 lt;M v, SHEET 23 OF CS INSI&LATION DUAILS-10 SERIES 2000 AND 1000 E-Z HANG STORM RANELMINTO POURED CONCRETE 08 CONCRETE BLOCK 0" 5 TIM Is" Svvmm" -wo/. TO GIMS, 10 CLASIL 7 smw (NOW J COW-= INICUI AWNWASOD 0 I In n 2 HE= MOUNTING INST, WL - 0 SCALE 3 1. SCALE 3/8.1' Ioe(41 Lot D, I F F.- 4 _1L OF ROSS - j ITT <0 AN I 8 MOM 0 Top * wTm mmomms CAN To Comma m ANY Wwr TO wl h\ INSIALLAUK DETAIL I U. - M IMINAME C. (m 9040LAX SCALE 1/2p - I* VIEW F pm IS) ON $1,01120 w to -MOO FLORIDA T U) U) Cu 0 0_ 0_ 0 2 U) m Lu z z SHEET NO. SH 1.2� 11 i:A1d'nI All __1 -IL-1 111" ' I : I I _T_ I - - I I T__ -6-0 (1) (1) I = - U) Co (L) -4.-, `0 > -C- 0 L_ L_ _0 a) CL =0 2 a) Cx. INSTALLATION DETAILS EOR SERIES 2009 & 1999 E-Z HANG STORM PANEL GENM W= = ICU -0 O_ . - INTO EXISTING WOOD STRUCTURES 11113111 MY A M LSM (C) TO EXISTING wpm (MIN, semm M&M r - 0.55 MIN.) -5) -p-, W (D - I. STORM PANEL SHOWN ON THIS P;0555pCN1AJ_UATrON 0001MENT (P-E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W� SUILOEX, INC 0 .4-5 (n -1�-- 114 1 NOT BE INSTALLED AT HIGH - PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - ' - I '��:7��j \ VELOCITY HURRICANE ZONES (MIAMI-DADE / BRIMIAM Cvmm)- - III L:C SCREWS PER ".& 0 m MAXIMUM ALS.D. DEMON PRESSURE RATWG (Ii.s.f.) AND - ' I 1 111'4%lo U) � .1 - WITH THE 2020 (7th EDITION) Of THE FLORIDA SUM" CODE- THIS STORM PANEL SHALL C: =3 CIO 1/4'# LAD SGRE" 0 G* OZ. W/ CSIG a) -0 ' ' I - K _'. 4 FLAY OR ON EDGE . THINADED PENETRATION 11 I 0) MAI, rie WOaO - 7l,6.0 CORRESPONDIN9 MA)akfUM PANEL LENM *Lw SCHWJU I 1 -4 HEADER REOLMD 1/4'# LAG Sam 0 r O.Cl W/ 0 N WIND UD" SHALL BE DETERMINED AS PER SECTION 160 OF 71HE ABDIVE MENTIONED CODE. FOR A BASIC WIND 5/8- WOW BUSHM, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY GO - THREADED PfffEVNA _ I I , -0 -0 MAMUM "n- DESIGN PRESSURE RAYING (W,Q OD CORRESUNQIHQ MAXIMUM AN GIA \ I I L '/z W, SPEW AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL IMLL BE INSTALLED. AND FOR A DIRMIONALITY FACTOR FOR SERIES 1000 000 E-Z HANG STORM PANEL (b SYSTEM I. Go . w" DWANOE TIMING WOOD HDAM. I i --- Q 114 _ - I TO OWING wm Hmm KD-045, USNG ASCE 7-16 AND SHALL NO EXCEED THE MAXAWM (A") DMON PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRAIION 94TO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS p 0 -= a) Cm A 11 ) 0. 'a i�" I S.M.S, - - ' 3. 9 THRU 12 & 17� 18. AND PANEUMALE FEMALE 10- = W6UO ONLY FOR MU INSIALLAT&M AA BER SECTIONS I- MgW_A"-MM�M SPACJW MHEDILILF FOR IWAUAWNIS INTO CONCRETE A CONCRETE SIM 511RU = I " 00.-IL 014.1-SA& 3� �' - WING IN ORDER TO W"Y THE ABOVE COMMON, ULTIMATE OM04 WIND UNDS DETERMINED PM ASCIE 7-16 SHALL BE FIRST I 1 17F 24), 1 CA, DID'Or (D , �*11541k.' ", REDUCED TO AS.D DESIGN PRESSURE RXWO BY MULTI L"G THEM BY MO IN ORDER TO COMPARE THESE W/ MAX. 1A,&M) CI) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO 114C WOW FRAME UNIT SHA" BE �� "2,T&'THREAOEO 0 Z5- = 0 �: I , \ � . PTHRU 12 & 17. I& PENETRATION INTO STUCCO SK41 at CONSIDERED AS PART or THE SECURED THREADED PANEL APPLICAl" 10 LIM APPUcAVAE To I m or Q) IN OROM TO YMFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT 9VIET STRESSED, A 33X OXIWASE IN ALLOWABLE - - I TO GLASS CONDITION somoms A.S.D. -- IS BEEN OEITRMINED IN MAXIMIN MCKORS SPACING FOR E. D. - 3 1/2' - I '_jj:"# LAI, SCREWS 6 v ac, wl SALE. DESIGN PRESSURE'RATINGS INDICATED ON SHEETS I 9 " MAXIMUM AS.D. I n 1 2 0 LL- - - I PRESSURE & / � - %:�-2 . - - cz C: - CIO Nft4* TRIM DwOUT, 'MtrH - - I I TAPOONS CALK -IN I PNVJAM MINI 0 1 pmvAm PUS; ECGVONS 0 * MAXWM PANEL / j, ,r Ism OETAIL I m� 1=3/32' m E67vi iiI� C.3) MINIMUM EDGE DISTANCE OF LAD SCREWS. INTO WOOD SIOLL BE AS INDICATED IN THIS OFAWM ___ - - MY COMBINATION 'A "1211 MNG NUT , ACCORDANCE WITH &O.S. 2016.- 0 -41� I+- ____ RATING uwarm v (I,) IA DEU I � CA) M94NUM PENETRATION OF WOW BUSHING SHALL BE 5/8'. 1/4 020 SCREWS USED SVLALI RE 1 1/2' LONG MINIMUM TO CONCRETE - __N� OF 17ARY11) ny"4 E DETAIL 1/24 & STORM > +66A -7" 7w OR LESS 2 ly/ig* 9XTED . _L. 2'. S' I _" (P-0 Lm-Imm BLOW _ TO CONDRITE To CON`REE I To CONCRETE lu - ITO _j SIOCK 2- I . / " PANEL'S AOEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VVIIFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF - I - 21. . TV J14.1* WS, - _ffCu_l THE OVE MENTION CODE AS PER AMEFICAN TEST LAB OF SOUTH FLORIDA REPORTS 10014.0i-01 AND 10219.02-09, AS SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. -0 E - 0 1 12" N/A 12, N/A 1 12' N/A 12. 1 NIA 1' & 2' (W) 1( 6) . Ek DID OF 0 PER I -YKAN TESTING LAS SOUTH FLORIDA REPORT JiI23,01-10 AS PER . C/) +44.0, -7&3 70' OR LESS I 7/r v & 4'W - . "�= Pop RM" C�S) IN CASE THAT PRECAST STOW, 0 PRECAST CONCRETE PANELS, STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING L_ TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE ANOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. - _ _ I I - - - I L�'_d IT* 3'* 10' 1. 51 e '. 4' 1 - . 7 FLORIDA BUILDING CODE. WML ANCHORS SHALL BE LONG E U) (D L_ -6-4 " WUM /4M'M4;S-'. MS, & WINCOLIT AT NERIAP & 40% OF PANEL LENGTH rLOMOM)' WIIRWMR 1 1 - - I (SET MAIL %J24 & ANCHORlICE SHALL BE AS MENTIONED IN CA). C.2) & CA) 0- R&F�o PAMEL. 1. '. 1. 1. '. - - I mm tA VVELOWI I 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-11S ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 U) '.0 0- . 12* 12' 5' - SO�98=0"`)+ - - i - 4 --_----I WOW HMO REOURED (0) PX04M SHAU. BE INSTALLED FOLLOWING ALL OF THE RECOM4M)ATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER, 'F ICU C "'_rv. M/A NIA N/A N/A N/A N/A 12 1/2- 11* " ( ..... .. ') I - '?S&� �Vjz;I� 4-.-2oa/4- 1 , I I 11 1 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALUM & PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAUATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �- -0 . - W < '. - Z(. I - - +664, -75.3 1 - OR LESS 2 al's' IN, , THWAW 5) EXCEPT THAT HEADCRS(p AID SHALL NOT BE USED, 7' NIA 6 1/2' 4 1/2- M/A 4 1/2' N/A - WARAGION - A. 9 TO CLAS& - " I i - 4. ALL STM SHEET METAL PANELS SHALL KkVt STRUCTURAL QUALITY STEEL. ASTIA A-653 GRADE 80 MINIMIA, C-60 GALVANIZED - . TO GLASS. avi;�_. - , ' STEEL DE-WOTION W/FY. 22.2 kW WIER ROLLED). N/A 3. (TOP) ;-.'sn g Ir O.C. 1 2 7/4' WIL, 9, IT SHAIA, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRILICTURE WHERE SHLITTER IS TO BE 12' N/A 12' N/A 9 1/2' 1 N/A -1 - 9 1/2- N/A 3' (BOTTOM) am OwDup 5 " VARY WOW - 9 SEPARAQw- I/4--2W,'4- 5 STAINLESS I STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAIM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME --- - - --I ./A � 12, N/A I 4 ( 2 9/16- Art, I .3N0-2W/4' - TO GLASS, 5. ALL SCREWS TO BE STEEL .304 OR 316 AJS1 SERIES OR CORROSION RESISTANT COATED CIROO# BUILDINGS. I SOOtS W1 50 k.i YIELD STRENGTH AND 90 I.! TENSILE STRENGTH AND SHALL COLIPLY W/ FLORIDA BUILDING CODE SECTION 12" NIA 1 12" 1 N/A I " I e CrOP) 4 I ___1 I _L_ - - I SEPARATION 1. NW/31/ 9 !Mwl 9 241 1 �3.3.4. 10. EA04 REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATIVES IW, 3W & 4W ON 1i TO GLASS. - ' SHEETS 4. 5, 6 IL 7 RESPECTIVELY, SHALL HAVE A LEC48LE AND READILY VISIBLE MARKM RISTIBLICTIM OWNER OR TENANT TO 12, '. I IV I 9 1/2- 1 12- 1 11- 1 12' 1 11- 4' (BOTTOM) I I I 6wo�dkm q .. - Emty VVVLAP -307 GALVANIZED STEEL. OR AISI 304 SERIES TI'AINLESS STEEL WITH 36 ksi Mi . SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PM00S OF HURRICANE WARNING. I - i 1 1 I __ I 5. BOLTS TO BE ASTM A ARMUM YIELD STRENGTH pi� N -_ I I i * LIMITED TO 116.0 P�.t. A.S.D. DESIGN PRESSURE RATING. A - m I � 7. ANCHORS TO WALL SHALL BE AS FOLU)Wr�' 11. THE INSTALLATION CONTRACTOR is To SEAL/CyVxx ALL SHUTTER COMPONENT Eom WHICH REMAIN IN CONTINUOUS CONTACT VfiTR I 1 " 1 1 0 I I TO PREVENT WM/RAJN INTRUSION. I OF ;' I I . 11 I I -- �A) YS ; E BUILDING A SEE SIM 25 FOR ANCHORS IMPE A SPAC44 FOR INSIALLATIONS INTO WOW + Rimuares max. awma scroyErx BOTTOM OF PANEL i . . I I ta - -4 0 ,,, j - X4 TAPCON AINCHOR$ AS MANUrACTURED By I.T.W. SUILDEX, ING. (Min. r-3192 p.�.) , THOFM PANEL INSTALIATMIN SHALL COMPLY WITH SPECS IN044M IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 0! FRAME OURIANG. 1/2" � 41 I - 114' 0 . 7/8* ANCHOM AS MANUFACTURED By OEWALT M PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, MWWUM ANCHOR SPACRIN AND WAWA MOVE DOW" ARE INDICOGE0 ON INS AND (1) TO SE_ 1/2' Mo.. -I I------ � I ;' I - 1/4`0 . 3/4' SQUD-SE7 ANCHORS, AS DISTRIBUTED BY ALL POW SC", SOLT & SPECALTY CO. __ I (WiI. I'. P.S.I.) FOR A SITE SPECIFIC PROXCII: fe, WHERE THE SITE CONDITIONS 05MATE FROM THE P-E-0. SCHEKM FOR ED. LESS THIN WDICAIM ON SORMUZ REDUCE ANCHOR SPACING �I! ' I - 13. lf.) THIS PRODUCT LVALUATION DOCUMENT (P,F-D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROME INFORMATION BY AILTIPLYM SPACING SHOWN ON SMOULE BY THE FOLLOWING FACTOR& FOR -I � - I Ij I - #14-10 PANELMATE FEMALE ID & PARELMATE PLUS ANCH� AS M06NLWACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS OPERATION 10 K POSSIBLE ROXICIVID SPACM OBTAINED USING FACTOR SHAU i NOT BE LESS THAN MIN&M SFACM INDICATED FOR EACH ANCHOR TYPE AT !�- I I !F I J_i i I - AN INC, ANCHORS LEGEND I 11 I ;-1 (b) CONTRACTOR 70 BE RMPONSIBLE FOR THE SELECTION, PURCHASE AND DWALLATION INCLUDING LIFE SAFETY OF THIS PROMICT ---I I \ I I� 8450 ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS WARM ON THIS DOCUMENT. 2 I -...-.. 11 . - -11 � ;' " c*"" - __L1 .w. I 'k I I 1 1/4'. 1/4'. 1 1/4'. 1/41. ++ REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL 1� . I� I 1 410 v (�-- i - � _h MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 13E 1 3/4'; 2' FOR ELCO PANELMATE AND CONSMCTKM SAFETY AT SUE IS THE CONIRACTOWS RESPONSSLITY. / � . NUT I P PL'2v i � / " 1 3/4 FOR ZAMAC NAILIN ANCHORS. AND= M WIPCON AND 8 \ Ay� " I ,Ik5 1 j 8 z - k P*`A_2w/41 M's (�) INS PRODUCT EVALUATION DCOMWENT WILL BE ODNSMRED MAUD IF MODIFIED. Q) TO BE, 311r I I I w NOTE IA SCOW) - A, " Ply,- 'et- ac� i 2 / I L M-A-2%3/4- w No" 2"C"A 0 1�1 _21/2 1 �. I* A* A.2) kLK-W & $CUG-SE7 ANCHORS WALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO . Am -) - %/4'# I* SCREWS 0 G* 04. W I L ,_ - 11 3 V�Iue_ 1 14 ftvm"*--- - "' Mr / marm TA me.w STUCCO SH41L BE PERMITTED Ile *20 SCREWS USED $HALL W_ 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) 51TE SPECIFIC PROJECTS SHAU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AKH(TM WVITCH WILL BECOME THE .1 VL- �' L�ww �'l AND I' MINIMUM FOR WALLS WITH NO STU=. AND MAY BE HEADED SCREWS OR AU T�MIEAOED SCREWS W/O READ, ENGINEER OF RECOROP106,R&WE P M AND WHO WILL BE RESPONSIBLE FOR THE - 1 = "", V, V� 4 '#,-r --- I'- I. Am R " W . .7, PLATE AT SO003 2000 OR FLAT OR ON EM / 6 ;I�m W/ 7/0"'.3/321 PROPER USE OF THE OF ICJ "ft CA sm !m 1,;ff W. =11m,"01612*1 0 I= W-WIT VA MIAMI) BUT " WING NUTS, RECORD, ACTING AS A DELEGATED ENGINEER TO THE - G 9 / � r cc' P�E,D. ENGINEER, SHALI SL04R TO THIS LATTER THE SITE SPECIFIC DRAWOXIS FOR SEWER om iODO . _1/`!� LAG SCREWS 9 r a C we I \ /. , &3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS. STUCCCI OR WOOD BOARDS BE FOUND ON THE INsTAL=QfL I . mr,, I, I , I "r WA"- MOLM I I , .A=.?,= 101 -! - 1 - - " "r "�i W. EXISTING WALL OR FLOOR, ANCHM SHALL BE LONG ENOUGH TO AMR THE MAIN STRUCTURE BEHIND SUCH PANELS. (A) THIS RED. SHALL BEAR THE DATE AND OR NAL SEAL *0 SIGNATURE Oil THE PEWESS04AL 2 I'T WALL_ wowlUvwxAmEa AMBNATIME 2" 1 ANCHORAGE SHALL BE AS MENTIONED IN A,I) AND IN A.2). -_ 1 _- FIAT Oft ON ED" _W ; k - MIA. , RAT OR ON MM ENGINEER OF RECORD THAT PREPARED IT. - IM31MG SCALE 1/4'.1' � � 1 \ PLATE 46w"AT 14. SHUTTER MANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW L 3 I/r I I= I -4 fl. ALTERNATIVE lj�K - .1 v I I - , Bu (13) - - PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLMOA BUILDING CODE- ONE LAM I - SCALE 1/4'.I* 'p \ [Lj��NG - 1/4� 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. EULM. INC, SHALL BE PLACED FOR EVERY OPO4MG LABELING TO COMPLY WITH SECTION 1702.9.3 OF THE I - i/4* V, . 7/8. cALK-tN ANCHORS, As MANUFACTURED BY DEwALT. INC. FLORIDA BUILOING CODE. ' I . - . .1, NTING - 114`0 X 3/4* SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SOREW, SOLT & SP CO. X= I LL I __ - Ajj�� A"W MALTY I INSTAW4 - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION N5�wwp I 0 1. WSLAUATIONS ARE ONLY VAUD " BUILOINES WITH A.S.D. DESIGN LOADS I '041040tr4% t SCALE 114*-I, 61 "'yIVOIRIlifto" UP TO +ft-O, -7&3 W AND PANECS UCNM UP TO W-10'� , . , - i/4' v ZAMAC W&M ANCHORS, AS MANUFACTURED BY DEWALT� WC, �� I A El � I �:. j fqll I, - , IF 0", I'I�c '..'g"k n: -..!!�Ii�"' 2� FOR NEW WOOD FRAME CONSIAILICTICK, WOW WEASERS TO BE SOUTHEM � . . , �'��!%-'!y SCALE i/4*.I. a$) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAN"ATIMS AND ZAMAC MUN ANCHOlk INTO THE *1 - . . �?";.' PINE No, 2. All SPECIFIC DEASM OF 4%SS OR EQUAL , I - ,kNrj FLOR BUILDING CODE (Mon High Velocity Hu [cane Zone) .. 1zIV'y'& '... 10, I ,-.V,.---NNCFNj�'% BLOCK UNIT SHALL BE 1 1/4', .. �, "', .. % FLORIDA BUILDING CODE (High Velocity HU Cone Zone) I FLORIDA BUILDING CODE (High Velocity HU ;e .: %,44 7 " S, 42M rKnm W_ 24 GAGE GALVANIZED STEEL STORM PANEL F., g .. Gone Zons)j 11.2) CAUK-N & SOUO-SET ANCHORS SHALL BE EMBEDDED 7/0' INTO THE CONCRETE BLOCK LHT� NO 1. 0AAmm, 6" I '.2. No. q4IO1 -. S � I'Llima. W_ 20 GAGE GALYAN[ZE0 STEEL STORM PANEL FLR� J = .' No. . - &jm IMM m M STUCCO SHALL BE PEROTIED. Ile I020 SCREWS USED SHALL BE I 1/2- LONG MINIMUM SHOULD 3T EXIST, * <j� - w/n/1"GII m . I . GLIOBAIL PROTECTION PRODUCTS, U.C. � . . 20 GAGE GALVANtZED STEEL STORM PANEL ct � " = : GRAIN Or. *: : * �= 0100, W� AM I' MINIMUM MR WALLS WITH NO STUCCO. I'Ar - = * *. * . * 5, . 0. = . - - t -:�'. STATE ILIEC0.01c. -% �O . '. S1 kTE 100�;�.i �fz_�_ I Nm0'F.""-=wnaF4au-r-r-&= AE 1 2ze" - '. - _ - - ;F- - .- � - 4INXI M 51 Small _. 1�� .�'� - GLOBAL PROTECTION PRODUCTS. I.I.C. ""' - S --a '- I ST OF GLOBAL PROTEC11ON PRODUCTS, LLC. "'I"'S"o"' 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FO AA .� WE, 4WD . IMME C _�Om. � - EXISTING WALL, ANCHORS T-LALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REHM SUCH P�V,I -7s we �' '�ORI .. 1* I m - mk'ptb "" O'ME. � 3"14 20-175 v - 11. / - '� �tl .1 - , !�. '... - 4 )R%D - .0 Z. - �__ - ��_ - " at _Qg1d1M1M9N_2EA9M=; .. TOP - MQU ..' �'. � �' .: tv 0 � - - ")NIV, .% fu Pollan "�' 'p�-- 0 ANCHORAGE SHALL BE AS MENT04ED IN B.I) AND IN 112). 1� wkil oomrAIA I w I DANISAI NA'. ,,, r�'- -9 =_WrJ � "I"Y .� Doc " FAX,. (.),m.,m 20-176 , - - -4 ip" (�)M-75-k 39 r4 & Awm - -1- f ' "4yo,�';"Hilf ox WAL'v"nw/am CA-MM7. 3NEIty I w It -"""-'�/( i "- - CARR 2 =.-M-11ar" TOP At BOTTOM MOUNINDS CAN BE COMBINED 01 ANY � ""' T;eA)X%,, ="'m""_p,, 20-176 " - ,,, 90-- I - I CROMM N� WAY TO SLIT ANY VISTVIATIC", SCALE i/4' . � el 'A'A I - pm �_ '-?-' , ka - I 111101 1; c,'01017's !*.1 - - amwa ft � .- -A le A I . I . . g I � IT, vffiuv&='� P. - "m 26 or a I I I NOT T SHUTTER TRACKS HOT sm" MR CLARITY __4_11 w �Z_ i a - i m�= i - ""i ""I"r- P4 - I IN ZM1V . I I - I - AM I& # IdIG7 :: f5a!q ! I A I 11 . I - � , . pm " OF 20 I - . . w _._'__ '' I mi MAXWUM A.S.D. �IGN je�gURE RATING 71k.a.f.) AND QQJUMMING 1/4, 3/4, 4/5, 5/5 & 6/5 rL * 2/4 INSTALLATION DETAILS FOR REGULAR PANEL In _ COMPONENTS FOR REGULAR, UEE SAFER & E-Z HANG STORM PANEL MTEMS MAXIMUM S1 OLE PA!NrL MUWM *L" SCHEDULE ONLY FOR REZUR STORM W/fi. ZW/6, 3W/7 & AW/7 IIIIIIIIIIIIIIIIIIIIIII (SCALE 1/2-1 1 UNW INUALLnON INW POURED CONCRETE. CONCRETE BLOCK A WOOD W 3' MAX ANCHORS (SEE sowtu ON 1*1 . - - 3: 1"m CONCRETE BLOCK STRUCTURES 11 MIN. -7--- SHEETS 9, 10 &11) - I :::!::�:v w7 15AW CNOTAL WIDTH)- on" PANELSQ) UNIRMTRApium MG- em= (D mmum &I L&M ) 6 0 -7/-I. 6 . POURED CONCRETE - 0 POURED CONCRETE --2,181' __QGSTING 1 -7 - '40-20.3/4" END MM IRACKS (S). M - a J; DR , -7 ' ON CONCRETE BLOCK CONCRETE BLOCK . ; __ 124W (EFFECTP& wwm)---- I I, �iqr � .. 1/4 _r__1_ - -T-r-r--I-T-r-rT - OL 1 Z7 '750" S_S. D.M.,O,C3 @. � � I I I I i I � � �� 7 � � � i p I t I '��' REQUOND, I 1 --- mm CONCRETE ANCHORS ----6 1/0 (TYP')-__4 , 1 !:'�- I T. A= :7"/"- TRACKS a 99 Q& VX Dig= 11119UNME) AT [Am CONCRETE AN04ORS -C-1360 _V#-_ 1.36W � "11K. 1 I I - - . .180� - Aw. *120_r ,_ 1 OR 0 Q j/r o',, (�)� @ .1 9 I /v '/� I ! 1 (SEE SCHEDULE ON-- (SEE SCHEDULE ON- EXISTWO POURED .6w I 1 10' MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH SHEETS 9 THROUGH 10) I - I - i - .L+. V/ I -.11) � ,-02 CONCRETE OR ; I - f OR -L-- (ft.) 0 i I CONCRETE 9LV;K , _, 2 3_*5. �__ .0854 , ' MAXIMUM "O. CONCRETE & WOOD ' I I ll� REOLARED, 4) � � � a 1 I. . F - MAXIMUM A4,D. CONCRETE & WOOD I f ,/I - ' *%' = I � i ' % i , -Q. �'-' ?IT 9 - - I . 1JOI, \ I-Im, I DESIGN DESIGN - b____ � F F z illmm - . (P.J.) (+ - -) _____ - I - ---------I - -1-1 - ------------ 1--li CONCRETE 94CHWI - - - I . . WALLAInom t p INSTALLATIONS t (SEE ".1 � ' L / '' I I SHEETS 0 THII00WR ia�;` 0 _= C= 2. 1 I .(�4. - - , i �.' ". (w.) 6 - -) - i I ! L-DUAK A - . - - -_ I I I I I I ; - " '5- C_ 4= - . 2ac 121-01 ; 1'-J' 1 2-5, 0 j2'-Iv` IV-?, I I I � - , "I'll - - � 7�1 I I'li - i L_ =5 .1 26" 1 ' I - i - - - - - ;, C� I. ). � t:11- = Cc C-) 0") '_.� - DETAIL A L--L---. -4v - - T--L[ I : - .. 2 A�W I 1 4& Z� - - ; i 1 ; .= m C14 PANELS SHALL BE INFIALIM ALWAYS �31!17'_ jaO Il'-s" 101-9, 30.0 ft*r 76�7' UNBOLTED PANELS -_ V/ 1/40-20XI- 1 I IN It ; I -T I :.< - BOLTED PANELS I i I FROM LEFT 70 RIGHT W/ 1/2- LEG _,m. 0 II04-10" to'-** =0 ;o'-Io' 91-01 -§,S. U.S. BOLT W/ (p 0 EAL OVERLAP I I I I _; = Lj_ ALT M AT IM SIDE OF PANEL (�) 'F' MCK (�) AMU WITH SIUR (SEE AS - I/012W* 1 1/4*9-20KI' I a- 400 tV'-F' #'-4* 4aa 9 I-C MICABLE) (SEE SECTIONS AS JIPPUCW.E) i � i . T cc = A_ (�) ' I v===�_w_T_/____ I Az__ _____r__ -pi %PJA6 t Ef. I V) - ,Mo 91-1, W-J, I WAPATION q M-ARATION , . i � I " -= C�Ql _= , -.7. Top EWE � I-- To CLAM __ T , I Im RNMIL 11 1_1'v11_ 0.024- (W.) , - ____ _LL - �u L__�____.� --- �___�_ j].___1_1__L1_1 9 I -4 TO GLASS. W . I-0 � 5ag) 01-11 814, - __F v �A' I ' (SEE SCHEDULE _1 *L' M.., ; - 't'� _5110 8'-7- &,-2- 1 - -, I- -- ---LIL-' t ]" U (SEE SCHEDULE -" " I I - Z . - �V' I " 8 ON SHEET .1) I -- � 01111 I I," GALVANIZED SIM ON SHEET 3) i 4� 1 1 375' . v I I :r. -a - W1 HEMMED ME - I ------ 7--- - I - - W.0 - B`_31 7*-.9' v I I ! ISEE SCHEDULE 1 v ift. - SEPARATION v ". E e 4=1 -PA411 1-1. i I I PANEL LENGTH *O.Os' !__ -*/) sav 50.0 $*-a, / I ! I I I TO CLASS. I .e � i ON SHUT 3) a I � PAMEL LENGTH -I(M SCHEDULE - I " J' I . I � -- PANEL *5 OW LP I.M. I . 65.0 8�0_ e-4 - �- I sao 7,-8, -_ _ I I I =-.' � I � - :: (SEE SCROXILE I __::�m' 9 I � ?*-2' Y, : CONCRETE ANCHORS, L--=�_-- - ff'-y'--- .--.I..-- __ � (SEE ScHmu & C2 �5 .Zr - i ; 1 133, ,I i I I i (SEE SCHEDULE ON �% I � ; ON SHEO 3) I ON le 3) . ___Lj ON SHEET 3) = - .- - - _7i�5 . - 70,0 71-8* ;I-r V10.0 ;I-s* $'-IV* /I I I i I A I f 7 - I cc ; F_ - I I - P 11 0*0 D.M.,(�).(& 7 :�I' _ i --,a) . I - F�� __ - ] SHEETS 9 11 .. � I I 0 ! I -r' :-; "I . 710 - _Z-6' 6'-Iv* 7aa 7'-2' � - - - j _� I i i CD 4v JM � � All ' - - -I- . or 'V 1 1,497" 0.625* ifx.. .-H lj4 1 �_ I '�x MN4 I __(D =M I . cj 4) 11 - 002M. -2- tr-7* a" 71-0* Vy'-s' I = . � � r-_z59w'- ' - I � f_'�� 80.0 11 @or@ _._,. 'NL_-4 1 1 1 MAX. I i 5� 1 i - IIIIIIIIIIIIIIII Y4"- 1 /&�j; - 'A �1 iz �- , -\ I � I t - I. . I ';; - � ". I .114-009-111 I omw_ I I I I 111111� ), - r, v 1-'--\ _�'ti 41 4 In il�� 'I'M ' z LAI A' "--I- A TOF.� - * c _ . O� . � _ '� , I r7 I I i '_��' r /4. 3/4, 4/5, 5/5 & 6/5 ' ""' - V , SPAS n I _Q) I I i I I � -0 OR Q� a" 71-0* -1. 85.0 ,--o* 61-,Y* 4'-:V�/ 1 OF 1: . h- Cu r, �� . 1. 'I-,. M�x I . 11 � -a ';� � 4 I z'Gt7 - 2/4 AL 1 __Z250�____ I . r'_ i � ; r . -= � ROUNDED CORNER 0 ENDS OF PANEL'S I, - mb, 'm' < -i- - _-&a s*-91 s'-0* "'D V-7, 5'-?O* --ANCHORS (SEE SCHEDULE ON SHEETS 9. tO &I 1)�- ---' i i i 1 6 C F_ ; END UP W/ HEMMED EDGE. �i25' I E� . � 1 .7 1 i I L�_- =51 *1 1 .� I . . - 11 I - � ISOMUM YIEW DETAIL A . � 411W/6. 2W/6, 3W/7 & 4W/7 IV i I .iM7 , I � - T syme d.- 90.0 6�91 61-t* L ) ' I -2,3701- KT4) - � � . 6'-$- 51-11* I 51-r . � � I I . POOLO a" � i i I z _s = L - I . - � i I q! I TV. BOTTOM F=O . GOLD REGULAS 51QRM PANELMI ELEYABON 1 )2' �� - ____ -.-I . ! __1_6 ar i i I 0- IL.V I RUM-1 - - - 1/4- GAP EXON., , �R_ . AF _! � -I& . ! 215W 11- T KEY NOILE WASHER r- '__ . - itao 1 5'-2- 1 1 F0.0 2_w7' N.T.S. --i i I I . CONCRETE I � I :F f/r I t I (AS APPUCABLEJ) " ; .DV* - (MIN, O"LAP -1 WHOLE VALLEY) � I -.11 %mm N&MI CONCRETE BLOCK � I CONCRETE ANCHORS I I �q i C".) M05-H154 ALUM. ALLOY (�) KEY jjOLE AT PANEL --, -- - ? i . � - i i "'. . NALIM m SCRON OR . - - � -1 � __1 """ _ , I I i I REQUIRED. (SEE SCHEDULE ON i 1 . -a- I _j .AJ . :; f '41. -2W' It" V/ MR 10 ,..-., _ ___1_ � . I I I .SEE SHEET 4 FOR ADDITIONAL Y19'46 - I s'-s' I m- 12 t1r Mt. __� --I Air 9 ! I* wi,I. 1 SHEETS 9 THROUGH 10) 1 2.124 -# MY WHEN SOUD � . .75V'- U110APONS IF SUEEW LENGTH IS I J% I . 1. � _x.. :60. CALK-94 ANCHORS I . � _�. - .126* � ONLY MMM FOR INSTAULArArVIS INTO I \--/ \-/ \--/ \--/ T4 LEG LOCATION ! i x F ' RAW- � MIMIMLIM SEPARATION TO CLAW SCHEDULE MAIL GAP � - --(4) - WHEN ___EO "; CONCRETE . ! U � i I ; - MELMATEMA N� ! , � 250 (�) SLEEVE 2 ! WOOD STRUCTURES. \r/, I _/ , I � i L - I., umm F I I /1.1\ SECDON A -A L(4') ALTERNATE U Lg�,r�c Poum CONCRETE ANCHO i ARE USED. REQUIRED. , � i ; MAXIMUM WIND SPEED 4 170 m-PA WIND SPEED > M mp.h _,", ji N.T.S' \_1 11 5� � I I I ANCHORS BETE BLOCK REQUIRED, I DOC. I PANEL LENDIN W/ -, L L'I". . -2,GDU'----' . 1 3.750 0.) 6iww-RmNEiDf-Rm,TRmmEG Lowsipmol Resmmw (SEE SCHEDULE ON (SEE SCHEDULE ON I - .125" 2 .Opw . "Olm SHEETS 0 'THROUGH 10) SHEETS 9 THROUGH 10) -2.548- r 1.�118! vw.)i i 30 OR LESS 1. D(t) L+: WAMUM ALLOWABLE PAMM LENGTH FOR A GIVES POSITAIE A-". DESIGN LOAD, (�) REV. '14' HEADER a �0*40 L . i 7w. �� - I I- S' 6 1/4- L MAX. ALLOSAOLE PANEL LOOM MR A GIVEN NEGATIVE A-1,0. OEM LOAD. . . I ) f (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LEkvft (�) *U' HEADER I I 1 >33 TO 90 I� I' � I" MIN. To 5� Ar- i L_ _ 7 1/2" 7 1/2' ONIN A POSITIVE AM OEM LOAD. DEMIMINE MAXIMUM PANEL LOOM 'L+* FROM SCHEDULE - I I '� GWEN A NODATNE MAI UM PANEL U)wrH *L-w FROM SCHEDULE WAjhWNO WALL MOUNTING 4 DIRECT MOUNT I -2,000`- 1 7 Ile 7 1/2- FINAL MkX%M AU�W=AIO� VIL&IME015AL TVOMTHE MrIM OVERNIIIED PANEL LENGTH BUILD -Off MOUNTING (R SLEEVE 11" MAX, u__j 1 >145 TO I" I- - - - 7 1/2' BETWEEN "L+* Me 'L-". SECTION I W%10 r, -0) ANGLE . III I - (3) SEE SCHEDULE BELOW MN. PANEL LENGTH POROSITY Quxmmm' . ScALE -s' -3'OOO`--5i;;--1 W�mt ewomm%,, V1 J TRACK QN PANEL HANGLts WALE 3/11al .137C - O� A. lrjj�.;7' - -1, t INSTALLATIONS INTO WOOD ARE IN= TO t 95 p.cf, MAX. A.S& DESIGN PRESSURE PAYING i i o'. 0 1/-4- WIM MINIMUM Em4m 0- n) ro TING �_ I . � e"'*A`�7 )NI (USE ONLY FOR E-Z HANG STORM PANEL L ' 11 10 a 11 ,,,, 10 too ::j ;�' **" fKALD-OUT, u I - , 1XIIECT .1. .U. ls`xl�$ ANVIX mgovr f - DESIGN LOAN A WX. PANEL LENGINSf '� ... . IS *r TVAAw SPACER li;.%�" I._ . . . I ____ I - - - I " ixukAl. �V'j% U . FLORIDA BUILDING CODE (Non High Vejocfff�ty Huu no Zone) F_ __ m. Aa2' g-4,-`�)CENS;%� -TS N IS, t r"=1T_1"____ 16- . �276� 1 .. , . ?X SYSTEM) 6063 JUM. ALLOY 06p .9 =.- =:I --t r, ' * s MOUNT HEADER HEADER M" I .. = ,-' No. 44167 " s FLORIDA BUILDING CODE (Mon High Velocity Hurricono Zone) C= - ... . 1.01. -, I.$ .;�� TOP I I .w./m 'r - .I- FLORIDA BUILDING CODE (114on H1 . .. I I z . " *r. =7�0m� . ". 1. - . -9h Velocity HU cone FA ZonVV)I : . - usaiI VILVEM iiIa M L ; 10. ;611 _w .'... W � :*r .= mme. w- - DIRECT MOUNT 4r 32 _' " - OR"" . W. *' 'ON. . * F.P. 35* w SO' i 02M Ixym W. 12r - % . " 24 CAM GALVANIZED STEEL STOW PANEL DIVAMN ft. I E 1. 44167 - - 24 GAGE GALVANIZED STEEL STORM FIANEL : � 44167 i 24 GAGE C40ANIZED STEEL STORM PANEL OMAN ft I ! j .05 - a' STATE OF .-'* zr I 1. '. 32* 42' 38' 1. = Ar � : - : I - _____ . I (TYP.) 17 ' .=. t-&... ' /10/1010 1�5*XI.5' STUD ANGLE 35' S ; . * z 07/v/21120, ba FUR COMERNATIObi QE MO=, = ". * * I - CIY/V/Ma _'.Ow . m SECTORS - iip' Q _.. 'I' PRmCm LLC. 0 1. 1. iiy-'. ' N PRODUCISI, I.I.C. ED. - I= DISTANCE s ' /T1 LTE C 0 rlrm.� \ GLOBAL PROTECTION PRODUCTS, U.C. DAM "" `0 ? 11LIECO GLOBAL PROTECTION - DAM "r TRACK 5!r 42* 67* 60' TIE OF .1 ILIECO,Nc� GLOBAL PR07ECM - em (SEE SCHEDULE ON TOP & BOTTOM WOUNTINGS CAN BE - I% STATE 0 . 41100 &W. 51 SIRSET - - . - �. � -" -, ILI am S.N. at STEW ' .204 r[LUT =194 ft now DAAL P. =14 ANGLE 1. 3r - COML VL =1. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 1, 4�'_- �'ZORIDI ..� - am"lze-1 C�01= D'Iff. R_ 3XII. 20-175 I " ��. � . .� -� -.00 - (164)1101-7665� FAA- D110,A)MMI-SM Rm" I., 4100 &*. 51 �I 32' 38- G - �T.?.�- -ul 20-175 INSTALLATION. . I� 20-175 L ' ' - p\ I , .- 'No, a I I�' �_ '�" . '- - . 1�1 � % 1� , " �� . �/�) - (04)ON-7546. m (W)ww-sm vlr� ... I - I ... ,; "Arm Cm)m"7s.k M. (w)s"_&:,sn, . . � - - Pero, --w, � 8 BUILD=OUI "r `�_ /c, �11111'1'-'.'�' - MM-_ - mummu ft I - � i - P.i I GROSS ft �Ml: - I OROM N. '�Mml 6MMIN - "I (@ BUILD -OUT "F" _ JUM I@ & 4�� WASHERED MNGNUT __ - . I 091110 I W I -12" , '�.': 'R�m CA -MOM 1 I v oo . I I CA-001:67711 " RN A I ff - . OF 1. I . I t TRACK Af (ZAMAC 3 ALLOY) P'L sm/mwjmwvxt MTO A ps, , 1 2 91a, _ t '14�ftlliwm`�111044_mv_ "m A Im lot = 3 W III m2m';i! Sw 4 a is . . . .. __ -_ um &I VIV I aml A I_. � I I I I I INSTALLATION DEIAJLS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAH eAMELM -1.111 INSTALLATION QMIU FOR REQULAR PANEL I INTO WQQJ2 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �" -- _77 1� INTO WQ9D STRUCTURES ff - 11 - --I . I , mtel� V, 4, \ 'V1 it ; ��' T[71/Ili- _1111 , SEPARATION I , , , - I -(D IV_T_ I L '_� .. TO MASS. - I 1� � i - - I.. I -9-2D97- ALTERNATE CONCRETE �'_ WOW ANCHORS 1/1 1 I , r- 11 I, ALTERNATE LEG � _' - - I (SEE SCHEDULE I/4 r ANCHORS LOCATION - F SCHEDULE ON ->�:-� I, /4-.-2W- I /_TCCATION I / ��_ I _' T �/ - 7-1/ / :w I 1) - - I �'L�' I- $ ON SHEET 3) 4'xe mcmgm / , _4CRS I-TSEE SCNEWLE ON " :�� - 1) WO .m SAW % - - ; ---VA- - - CONC ME ANC 1 SHEETS 9 THROUGH 10) EXISTING POISED CDNCREI% I - -- " / I A, - mc. I ... ... ===0�_ i SEAM �' " , I �" � / Ism WEDULE . EXISTING POURED CON ___ _'- - 11.1, �/ ,-- --� I __ 7 /// � / / -: U) _+__0 "'; OR CONCRETE BLOCK : OR CONCRETE - I I � -� I ,/ 0 ==111141 AIDE"= OF VOSTWO WOW 14 SHEETS 2 THROLIGH 10) REOURIED. - � ' / i " i v L. // �� I "' REQUIRED, L �' �/" \ / I "; i --- I I - - BEAM M BE CERTIFIED BY I : / '@ " CD ) \ �'d - I PAWL LENGTH REGISTERED ENGINEER OR � - EXISTING POURED TERNATE LEG CONCRETE ANCHORS WOOD - 'L -. WOOD ANCHORS - �_ 1, --ml (SEE SCHEDULE - -,-"-., / '><' I 11 � 11 (SEE SCHEI \ / _(�) .Z�: 1 - I �w I I CONCRETE RED" REQUIRED \ i � . __ ON SHEET 1-1-FORI ANC ALTERNATE WOOD 404QRL I I � I '� , LOX. �_' n L 1/4- w OR � t� , I � L \ � m, � _""� 1/A`_"."`Im"w/A&"` (D � SHEETS 9 THROUGH I 'a 1 1/4" �" i . ; / HOPS . I MCI WASHIA __ F�il SHEET 1 1) � 5ox - - - 10 _r-mSC EDULE ON (SEE SO4EDU 71--w-11 - J I .. I SH I . � I r-+-, & 12 41r Ox. Mai I/4'_20.I* SA � V/ �w I . r.- I 1. ' I __j____I/.1.I1 - 1/2* Lt'm' It— � -S,rp=- MAX /4. . O'.1 .'-�::� I 4 wk*" wia I Y , �// a .I __(D OF *V I � / �r' /2' 1 (D -C- LOCATION �� I (SEE SCHEDULE ON A ;I�-�/V//�/,,�r-�/-///-Z/"O//'I , r- @-,I Ile - :7, i � I I * I , - I . 1, f - I 1 - CONCRETE ANCHORS 0 12 I/r " 11 . --I` WOOD HEADEIL � / r? 1 I I 1 27 '� ' I I I ED t ,- � '� �j - / \ 'w ! REQUIRED )� ; �: I � - - I. ` MAX- , ------------- I ! (SEE SCHEDULE ON I I .' X�\� " .,- I I I I WOW HEAD = 1/2 -4--i � sHem 9 THROUGH IO)i r I � I I - I 1 I � I (�.l -----------------I v w F 0. I " '/ \1 r -r_: REIGUIRED '* ; I E -F71 I � �m V� I �'1111,� .' ---I I IL I 4 - : I 1 , ___ , �:_' L / I 6 1/4- = � _#__# Is 8 i ( i I __Q6:1h.'_ I I I I � � i / ! �_ >< _ � ___I ; � �\ , + ..; , ". i 1- , _1 '�'.Il _____i____j I ( i E.6. ' . I PANEL L04M I i -i WOOD ANCHORS 1,4'A I i I i (SEE ! "� I L w I I CTSC ' . I ; i _@ I' MAIL LONG ALUMINUM SPACERS 0 t2 1/2' 1 (Sw T � � ; , � I %EE 'i-law- - _29 - i I I SCHEDULE I I N\ O,C� (ME TAB ' ON SHEET 11.) I I I ��' / 'N / rRy" \h1t i . _-Q) . 0- i ' m I lft� i __0 I i � - I SEE NOTE - " FOR LIMITATIONS FOR /_"� I/ I w'-w.11 I -1 I $EFARMAON IL, MAX � ' '�' � f -I, I I 11 ran. � I t/r LONG SLEIVIO. VIAVIXTION I =:3 > � I Q') I SEPARAnON (D FaD I 10 I i %-It :2 I � 11 . v I.M. i � I I 10 GLASS� I PANEL LENGTH I I PANEL ,ENGTH I I - _ _ �t I (SEE h."'? =LE I (SEE SCHEDULE \� U I 1 ' � � 0 IL _ a m MEMO- I I SCHEDULE ON SHEETS , -1 W&ME I i - (SEE SCHEDULE I I \ 1 - PANEL MATE FEMALE ID OR PANEL MATE i � Aft SEPARATION TO GLASS. I I ON TO GLASS. I I I I t --- I -rill, Liu, - SCHEDULE ON SHEET 3y - � *' = 9 PLUS (SEE SCHEDULE OR SHEET 11) (SEE L_ 10 =-=-) v I (SEE &51 i I ON SHM 3) 1 11 ON SHEET 1) i '/4'.2ftI- ON SHEET 3) L--- __ -A-- ON SNErrr 3) -', � _49- 9=4=141 SCHEDULE ON - __ R L I - _ __ _ '�',' j 1 � L"I J] .- ' MA"' __ ______ --�n �___O____ . __ =11= I t- �� _'_ - - - w MR � -C 4- __ T [�=I��z_ _ Zf i I ------- - .- /N -_ --- ------'! PANEL LENGTH -4, .!%Z,v r__ I , 1 A I 1 7� 3�' 0 PANEL LENGTH I -_ m I I v mw 1=��___ - V_ -_ (LOT Rlyt PANEL (SEE SCHEDULE 1 (SEE 504EDULE I LWH mot I I w, ,- ---I I I CDL '________ i PANEL LENGTH : /�� /�r_ - - _=NS I � I ----I CiIf I � .---- I (SEE SCHEDULE � I ... = t I SE,. i I - WOW � PANEL LENGTH uww 06% Ir-'r) ON SHEET 3) 1 ON SHEET 3) '.�',, . I 1 2*.4 (SEE SCHEDULE SEPARATION ON SHEET 3) - --------I I I ��+ --- - -------- i ' . TO GLASS r PLATE REQUIRED ;�t 1 I -- - --------- a 01 TO MN Zvi. 11 ! I t SEE SCHEDULE I ON SHEET 3) =M i CL I I i _'� - i I- - - ; I � MN I � am SHEET 3) ! -�D DIRECT MOUNI7 W/ SPACER a ___q L I I I SEE SCHEDULE I, -�D I I � � . - - �) f � ( GO I i I I i _ � I � I C/) iI I I L_ * . I ; i I � I ON SHEET 3) i OF le � j t ! 1 &H.WIVE 2W' t _(D r___' I I < OF v - 1 --q) I 7 r-----,A--- -4- _ I I . I i I . I MAX I t SCALE 3/8-1- 1 1 _(�) OF 'V � 11 � I i I � 0 1 - _(D 1 1 _4�� i I 11 50% 1 3 I (�)-'. -, --u I I I i ) 50% � I I 'A. I I 1� - � /I 0 12 1/2" D.C. 1 SEE MT2�1�fl ON SHEET I I FOR MA)C PANEL LD61K & I OF 'L' I vm� � , 1 �' -11 . I , v i I I MAX I i � V i OF 'C I 0 --,, , , * I DESIGN LOADS FOR THIS INSTALLATION. I I - __@ I ' � LLL I ' L_____j __ I I F "V � ED �� 11 , I 0 , 0 12 11r ac. i i ------.-- = i I I MAX. i , L. ) 0 32 /2' Ox. � i _�' ; 4 1 � � --- I I MAX, � - - - , X, I 1� - I I I- 1 3 r - @ � .. (i> : I ul 1/2* = I � t i -1, (D I I � I � I I E �7N ".1 I 'y 1, I 1 11/4'1�1' 1 I I __ I zzz:::: I 17 " I 0 12 1/2- O.C. ' � L 11 It , � NO FINISNII ! i --_-'�)" III - . ,_ ,' " .' - '_1 ,- il � ! I it -' -,-- L �' � 1T____ I E� ' - ALLOWED I _____L_______j - I -,- I -0 CONCRETE ANCHORS i I I I � , I J Air. : MY.""" C: -I- - - � ' � � ' I - f , i � �' _4I 0 im�_ I .%_:!1+1'?v CONCRETE ANCHORS , � I I � 1 I i 1� 1' WOOD ANCHORS * * NOTE- �' (SEE SCHEDULE Oq (SEE SCHEDULE ON I __L 1� \ . C-i ' I CONDITION) R L-0 SHEETS 9 THROUGH 10) 2 1/11- LONG MAX ALUMINUM - ' I 1 I- . - � � - i� I � . , 0 - �� ` - ___L__1 "DIED W/ STUD I ; ! I , " -7 EL fir - -_ (SEE SCHEDULE ON I 20 -1 011\70\7\1 jt�E Of WALL 0 SLAB - lA 7 I SKIM 9A Me SIT I Ilr LOW F� �' ' ' /_ , SPACERS 9 6 1/4' D.C. VAUD FOR '�_ I I . , k i__ �` � � - �' ' - 2'.4* WOOD I RG POURED CONCRETE �__ i ALL DESIGN LOADS AND PANEL L_ � I i p_�-T,1 i ,I if Ish" �_ PLAX_ � _p'_J' 'I � " i! ' " CON BLOCK EXISTING POURED CONCRETK_j � IN 11) (1) INSVILLAWN 13 LOVED 70 A ONE STOW muwm "I" 1w_O* I - - -9c'K* R-EQURED - \� ANG"C"S wX W-W ow g::&r _r MAX, LOW ALUMINUM SPACE" 9 ! Y INS A Y&SMOYM FROM AW WOOD ANCHORS 11� ' SEE SCHEDULE ON �, I I! j, -,� '-�,4) *AM. 1 ! I 41 > BUILDING HEIDRI 0"wo am mw 11), 4* __ I CL _ I , LENGTHS PER SHEE7 3, 1 ,- � ' ' ' I - .7= i I I RED. OR CONCRETE BLOCK I 1. 2-III' I=t,,a '� I I , ,_ � 1 I i I (SEE KtEXU q&-rr � _' 1\1 ' ' I �_ SHEET I 1) - =� (SEE TABLE 01 WOOD =RRS " I�mk WwmTwN To am oucam SHEET 11) __ i i \ !J DU , -H-- � i We ,,�41--Icj� V + _.Ja4� WOOD \ .� , _' q REQUIRED. _0� PLATE Cz � � �� `I2 1/2 ON v) i ...... I '_ (SEE SCHEDULE ON .IT.3 %3jA40.MWU4 REQUIRED m :=RV ,,, I 1 &M . .r , , I � - .4 -, ..:.. OR �' 11 1 7 , , � f k ,G) _.. SHEETS 9 & 10.) _��"' 1 I 1 I I - I i � Mo a A Rumoct" Fmcm I I ..' 1�1 - f � , I I ' SHEET I I) OOMPIM *ft v i�VA EMPA. __1. _____ I I 0 ci) CEILING AJ&§MMOUNTING BUILD-iff �!INIING WALL MOUNTING /DIREQ 9 OR '�� i I \ f (1) wmw Am ves" PRESSURE SHEET 0I Win- '�� Cn I I Nam IS +ft -0 P4.f. (3) MAIL 24 GAGE PANEL LENGTH IS I.&VIED M W X! ANY OPENING SECTION A , - Ld i I ,1 Me a A mmmw,w MAI Imam PASS. LOS" A"m OR .4M WaEAM n � � L_t� JH CO mAmm SMRU Pum mm IS sumaxer. SHEET 11). SCALE 3/8-1. SCAJ r 3/8-1. SCALE 3/8-1- v w WALL MOUNTING 6 DIRE,GI MOUNT vr AS mmo as CEILING AND ago wouNTING BUILD -OUT MOUINTING " CIO . WALL MOUNTING ALTERNATIVE 2W (4) 1 Wr LONG swo 7, Ir 942= VIA, ALTERHUME W ALERNATIVE 4W im =%Lx ." "& -"U_ SCALE 3/8-1- SHEET I IMPALLATION ITS ONLY SCALE 3/8-l' 3/5-1' " no MHRNAM I W WLJD FOR WING ZONES 1. 2 AM 3 AS WIMMM MY MIN Ijmlyp SCALE SCALE 3/8-1- 14) INSIALLAIM WIUD ONLY FC14 WING C-19W SIANDAN AM THE 2M (ft VITIONJ OF THE PLORIVA Aft, SULONS OWL 0! K k MIU 2 A, 3 PER "IV E .. �147 IS, �/ ..4 ^' .p ** " . t"10HO"'Ry, 000"UH04% L .? 0 , , - . . I P..' orlft'�;% w , A. T1Q)'N I 0000� - � / AN, --------- A 4'��' �L�V'li ' :' -1. =3 ...' ' ' -ii�.- . 17-1';AFN .. NOTE EQ8 mmism9m Of mat I * : . - 2E /'�t-'-; .. NOTIM, .. 1 NO. 44167 1 FLORIDA BUILDING CODE (Man High Valacity Hu cone ZOnry)i , FLORIDA BUILDING CODE (Man High Velocity Hur cone Zone) �k FLORIDA BUILDING CODE (Man High Velocity cone Zone) . sle z 1. INSTALLA17ON ARE ONLY VAUD FOR MAX. A.S.D_ '. w .2m Itym m F.P. I - - 021110 InIsta. W_ ry. 1 . INSTALLATION ARE ONLY VALID FOR MO, A.S�0. 9 . .2m I'VIDA w- F.P INGS .. * f i f a.44167 1. e 74 UGE GALVANIZED STEEL STORM PANEL RaTE MR COMBImATICII QF SECTIONS FVO. 44157 -- -Z 24 GAM MvANIZED STEEL STORM PANEL TOP & BOTTOM MOUNT DESIGN PREMLM Rkr,tNG P,sl AND PANEL- LENGTHS " s 24 GAGE SALVANM STEEL STORM PAREL < I - DAMON ft , NEL LENGTHS Is * - - x DRM W. COMBINED IN ANY WAY TO SUIT AW SCN M O S,46 ck� DAMON my, * . * R DESIGN PRESSURE RATING (p.s f) AND PrU` * -1 z: = Ir. * - *E INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1�0 - I - = . . TOP & BOTTOM MGUNnNGS CAN BE - , -, -, -_ _ - _1 - I— I I 1 . -1 NOTE EM COMBINAnON OF 07/n/2010 � ' - GLOBAII. PROTECTION PMUM I=. ".Gi'..' E.M -( EDGE DISTANCE I I$% '�TATE O., �- �'IILIEC 0 rimc. GLOBAL PROTECT" PRODUCTS, I.I.C. SOL. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) Eu CLO13AL PROTECTION PRODUCM I.I.C. " "am"' - MEMBERS TO BE SOUTHERN PINE No . W/ SPECIFIC ... I IILIECO,mc. - , INSTALLATION. to !I 0 45W SW. 5 SOM DENSITY OF OM OR EQUAL. .wj'.I mm SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE __ - _ a? 911w . " fit m 7�% 3331 z 1-1 - GIVE P- 3=4 ..' - ___IA__XN, GAVE FL M. _'1411 --"- "N"ANY . fl- - A A ,GHVMVy_4M 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . - - C. , it., . - 'Itits- =-- T 1 -7b.', SHEETS 9 & 10) COMBINED IN ANY WAY TO SUTT ANY ' 0-w �. �.m PN0w_ CA64)VIN-73ft PA* 20-175 ........ :�' '!� 20-175 a � lt,. =_%" now- m.)m no, (M)M-4m INSTALLATION. . I rJAI . . . . . . I I%AA 'a - , 000:M %�, =-!. MAX, GA!R)W'W. ML (064W"M - - OMMAU ft - I OVAM N. MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC NJAIAI - -! , - 1 Inevom ft - ImArw4wv'WE -0006719 n.! jT'm MAP,. - ! - , < T"Ifelfw4w is DENSITY OF O�55 OR EQUAL. Q4_GXVQyjA Ok . I 440OUT/Ow wo & 4i$mtwow_wwbm x n ! WILIER &,D�,T 41, P14L . sw 7 a 10 __rAm &ffA I :_f-:__:_j'. I V=XU,Uitgp�E . f wavy 6 or is 89908 . � _j I 1 4-46,71- t!k' 1i___ I "A" i � I I I � __ F159, ! i I I I 1z , a- ' %SHEET NO. __ . ____ - ___m __ S H 1, 3 61 CA E A (PLAN) SCALE 1/4--l- 1.5x (MIN. PANEL OVERLAP BEYOND OPENING WIDTH) X - 8.0. DISTANCE CASE E (PLAW SCAM 1/4"-l' OR , Vt' WO00 FRAME 0043-To &LON OW. ALUM. 4 & 0 INAUP"m MQUE IKIN,1�/4*0 . 1 3/0 _2 1/2 TAPOON 0 2 D.C.. Min. POURED 1 3/4* IMCON CONCRETE eLm ANCRON 0 IV C.E�, 2 1/2' AM1 4 !' 3/ 2- 2 /V I L R4EQUIRG) rx4' WOOD hkf OWN& ISI V Jm' TO LEG LOCATON VARES V 1 2'. Wt. W< L glx ALUM. ANCLE OR _fIvcK =CD J FWOVAED W M CAP 0 IV 3105-H OR 606315 AUot W/AW,Mfl C.'t &_ MGM CASE 8 (PLAN) CASE C (PLAN) CASE D (P SCALE Ile-l- SCALE 1/4--l- SCALE 1/4--l- SOUD-SU CA tALK-M CA E= PAIWELAWE POUFWD CONC OR CONCRETE BLOM OR 2'�4' WOW 'SM OF OPSIONG ScHEMAS ON 9.� r"* W=W MAW V_ & FAWE REDURED AS APPLMAKE it) CONCRETE REQUIRED W00 FROAM j OR4 FRONT VARIES ;&= -EL To PMAU V_ "LL (NOOER CIA END PAWL) CASE F (PLAN) SCALE 1/4--1 - (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATMES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN PRESSURE RAIING MAXIMUM ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 At 7 APPUCABLE TO ALIERINNa 44 NmN OF THEM ,,U, PANEL LEwm TAPCON LAS SO" FAMELMATE FEMALE ID PANELMAIE PLUS WOOD SUSN" 13' ir Ir 13" is" Iwm 13 . ir ly 13' Ir Iw (writow) 6 AIr 6 I/V 5 1/2" 0 1 /r 9 1/2' (TOP) 6 1/4* 12 llr 6 1/4- Mom.) V-0- it. CHIP) OR LESS go* MOTION) 13, 13* 13* 13, Is' (w) +43, -45 OR LESS ly Ir (901110m) ir 13" Is* 8 1/2' 111 cw) ir Ir r let 00MIA) 6 1/2' a 1/2, 0 1/2. a 1/2" 6 1/2" (TOP) 0 1/4' 12 1/2, 6 1/4- (Eatr�.) 4 1/2- 1 4� 1 6 1/2" 0 1�' - flop) TO 14-4- -4 i/v I/r - 3w (80noto) 1,12- 9 1/2' f=17' = 12' 'r (TOP) r ir 13r" 0 1/2, SEE TABLE #1 FUR MAX A.S.D� DESIGN LO" & MAX PANEL LENGTHS W1," SPACER " IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1 CASE G (PLAN) VALID FOR DIRECT MOUNT INSTALLATION ONLY At CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LM VARIATIONS WITHIN 3/4- MAX, AS.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACM FOR LO. - AS SHOWN ON SHEETS 6 & 7 APPLIOMLE 10 ALIVINgromes C�,�, OF THEM MAXIMUM PANEL LENGTH v VQ TAPCON LAC SCREW PANEU$ATE FEMALE ID PANELMATIE PLUS WOOD BUSHING Ir 13* 13' 13, Ir tw (To") IS CMP) ly 13" Is* Ir r vw foorpom) 1/2* 6 I/V 6 1/2' 6 I/V 6 I/V 2w crop) - 6 1/4- 12 1/2 6 1/4- iw (em.) S.-O 7- 7 I/V er 3w (TOP) OR LESS 1. 3W martow) Is' 13* 13' 13' 1.3, 4W (TOP) +45. -45 TO +75, -75 ly is' Is' Ir Is- 4w (BOTTOM) Ir Ir 13, 13r" 10' 1w (TOP) ir ly 13' 13* 6 1/'V fw (BOTMW) a 1jr 6 i/V a lIr IT 1/2- 6 I/V 2W fX01 6 1/4' 12 IL2:__ t/4- 2W (8=,-) >W-W TO 7 I/V 7 I/V 3W (w) S 1/2* a" a, 3W 007100) 13* 13, 5 I/v 4w tiop) 4W (901TOM) SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL UDCTHS WHEN SPACER @ IS USED. CORRESPOONG ONLY TO ALTERNATE 2111' ON S14M 6 TABLE 01 A A.S.D. DESIGN LOAD MU" PAN& LENGTH 40 PSF OR LESS r. ,-a. > 40 PSF TO 50 PSF 6,-2* > 50 PSF TO 60 PSF 5,-10* A MAX. PANEL LENGTH$ ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE RUALE 10 OR PANEL MATE PLUS ANCHORS & W1 " �f00Ij!f,4& 1/2- D.C. (VAU0 ONLY FOR PANELCDIN$TALLAMNS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) VAX &&D. OEM PRESSURE RKrING (PA.f.) MAXIMUM ANCHORS SPACING MR MIN ED. PER SCHEDULE BELOW AP=� MAX, AS,D. DESIGN PRESSURE RATING I) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III . — APPUCABLE To SMIXINS MAXIMUM Poe TAPM SOLID -at PANELMAXE FEMALE to PANWATE PLUS Z4114C-NAKM C"-IN TAPOON SOUD-SET PAMELMOGIE FICIALE to PLUS ZAMAC-41AIUN CALK -IN I AN, 10 OuNcem To =-3k To To amoopm owl. To CDEFM 3k To Commm "' . To — Co"B'"A'" OF THEM 1. 2& To Momm =.,m 126L to 00", Oem v 0MCFERE Ar to WaMfit� COMBNOM OF THEM +4V45 LESS 13* 13, 13, 13, 13, 13, ly Ir Ir 13' 13' 1 lr I (TOP) V_r OR +46� -45 To -65 13* 13, 13, ir Ir Ir Ir Is, 13, 1-r- ly 11 '/V I cw) OR tr ly Ir Ir tr 13, 13, ir i1r 13" 113, Ir I MOTTOM) 13, 13" Tr_ Ir Ir Is- Is- tr Is- Is- Ir 11 t/V 1 WrTOM) 137 13, 13* tr 13" Is- Ir Ir Ir 13, is" is* 2 (TOP) Ir Ir Ir ir Ir 13* Ir 13, 13, 13" is' 11 I/V 2 CMP) Ir Ir Ir 13, ly 13, 13, 13, is, ". 13' 13* .2 (901104). is* is, is. Is. ir Ir ir Is- is' Is- It 1/2' 2 (8011040 Ir Ir I Ir Ir Ir Ir 1 13, Ir Ir 13" Ir Ir 3 (TOP) 1. 13" Ir 13* is, Ir Ir Ir Ir It 1/2' 3 Dw 12 IJV.12 llr 0 1/4' 6 1/4' 12 1/2'12 I/V - - 6 1/4' 0 TIV 3 (WITOW) 12 f/V-12 I/V 6 1/4" 8 Ile 2 1/2"12 1/2' - - 6 1 /,v 5 1/4� 3 FW—MW tr r Or w w r It 7 1/2- zliw)- 5 l/r 1. w r 6 1/2- o- 7 lIr a- w e v Tv6F)-- _(wmm) 7 7-, -8, 8* e - Be* - 4 (BOTTOM) or - r - 13" Ir is" Ir r is- Is- 1 r Is- 7:_ 3 -7- F 5 CTOPI is' tr Is. Ir is' Ir Ir 13* 13' 1 Ir 13* 11 i1V 5 trap) ir P3� ir Is- --- ir ` 13 —tr- Ir 13" is* vzr 5 (Borm) is" is* Ir 12r 13, 13, 13' 13* 13* 13, Is. -Ti- I I - 1/2, -11 -7r % (0055w) ir Ir _Ln- Ir 13, Ir 13, Ir Ir Is' is" 13, is, 6 (TOP) 13' is" Is- Is- Ir IY Ir Ir 13, ir i 6 mp) 5 1/4' 6 IlVifi I /4* 6 1/4" - - 6 1/4* 8 1/4' 6 (WIT.") - - 0 1/4" 6 1/4' 4 1/4' i-11-4r 6 fle a 1/4- a 5, ir 10 I/V tr 7' Ir 71 7 172 'Bi 2 is- 4 llr I ITDP) 1 >V-S' m 14!-4' 13, 6` is' 13, Ir a I/V ly =117 9 1 V 6 I/V Ir 7 Ilr I Tim) TO I Ir 71 13* Ir Ir 19 1/21 Ir 9 1/2 10 1/2 7 1/2 is- a- I (wTw 7 1/2-1 13, 13, Is' 10`1 tr IV it* mr 13" 6 1)�r I (EXITTOM) 13' s" Ir 110 we Ir *r 13, 'r 7 1/2 5 1/2 IY 4 1/2' 2 (W) -13' 13* '. 13, Ir Ir a I/VI 13V 11 i/r a 1/2- 6 I/r 13* 5 I/V 2 MP) 7- ir ir Ir 9 1/2 Ir 9 1/2 10 1/2 7 1/2 Is- 6 I/V 2 (Wrw 13' 7 I/r 13, Ir 13" iw tr to" it" It. ir 6 1/-1 !.5RiFA6 I.r 7' 11. ly ;3' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 1/2' 3 (TOP) 7 1/2 13 13 - - It 8 ir a 11r S (TOP) 12 I/V 12 1/2' 6 1/4' 8 Ile 121/2' 5 1/0 - - 5 1/4' 6 1/4* 3 MOTIONA) _13 - - 12 I/V 12 1/2' 6 1/4' __10 6 Ile _jY 12 I/Vjjj�E - - 6 1/4. It Ile 3 MOT706) a- 5 112- 7- 3 I/V IT' 4- 4 I/V r 6 1/2- 3- T� �) 7 1/2- a- 8" it. r 4' a. 4' 4 1/2' 3 1/2' 6 1/2" 4 (TOP) a. - 1. - #'_ - 5 I/V - 7 I/V . 4 (BOTTO&O s' - r -- a* - a' - 8 1/2' - 7 1/2' 14 (BOTION), Is- 7- Is- Is- Is- 9 1/2' 13' 9 1/2"110 1/2' 7 1/1" 1 r 1 6, 15 fw) is* a I/V Ir 13* Ir lo, Ir 1w it' a' 13* 6 1/2- 5 MP) Ir r Ir is 0 I/V Ir 771-1 is* Is 11ris wriw) 13" 8 1/2' Ir I " 13' 110"i; jr to* it' a' Is- 0 1/2' 5 (9011W Is' v is- '101 w I - _�13� IlrJO 1/2' I/V _-J6 $3- - I/r 6 MP) , 18 1/4� 16 114-16 1/4 17= —Ile E=S 1/4' 6 1/4-16 SEE MET I I F00 MCOM INK & SPACM fW *WAUAPM WID MW 111AW WADING& Wategg MOM SPACINGS AND WNIOUR WDE OW*M ME W010100 0141INS WKWILE, FM F 0. LESS It" forAm ON SCHwuLE ROXICE Ap"m SPOON By oxon"o awl"* sww ON SCIMAX Alf TW FOLLOWINC EAMON. FOR THtS 0"1104 To Iff KOSPt "M SPICIN OWAING) USM 0" SNALL Nor IIE UESS I" 1411a" PAM 010"M rOR OWN MONOR TYPE ow *6 sc4mu4r 1/4. VV. I/VI, 1/*-. 1/4'. vow" nut-40 _= vw-wASmj mx-m ma" me" w%C#4 0") 3 3 _= 3 3 2 Ilr 2 1/2 Amemm am �!� DO 3 3 'Ir r I 3,/r 3 1 DWAOIM 3 3 /e 3 Ilr 3 1/2 3 /r 4 7 I�E_ 060 w _cIm =1m I im - —1m SPACINGS OWY VALID WHEN SPACER IS LISED� SEE jr I IS DESIGN LOADS & MAX. PANEL LEIM21WHEN SPACER IS L 44167 T"L ij A AS& OEM LOAD wxww PREL LEWIN 40 PSF OR LESS V-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF V-10" A MAX. PANEL LENGTHS ARE OM ,,X VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS de W/ " SPACER AT 12 1/2- O.C. am Tum W_ 24 GAGE GALVANIZED STEEL STORM PANEL rm. WAW St. GLOBAL PROTECTION PRODUCTS, LLCI L ECO,mc. — -V' 5'36-' om,= 14 ptim. rm m4MoR_m a 175 MOM w --ANCHDRS (SEE SECTONS At ALTM"TIVES ON SHEETS 11 14, 15 &1 ) VAX, R- 13, R2A/`l3, R-WI4, R10/i3I R-20/13. R-39/14, 3` kwL *R-WlAW/15, R-2AW/15, Ill _1111AR-11OW/1Z% R-20111/15. R-30W/16. I' r o 45 L/2 I _,V4 e-20KI S4. Six-m v (USE FOR PANEL wx OVER 7*-S') PANEL LENGTH REM LAR STORM PANEL +40.0, -40.0 pAJ. (WI OVERLAP MID PANEL LENGTH DOLT) - -- ------------ LIFE SAFETY STORM FW EL r-4' 0 +50,0� -34.0 p..f- Ad CW/O WERIAP MQ PANEL LENGTH DOLO _J -T A USE 2'-V kW PANEL LENGTH 4 ---- --AT ALL MMWTWM I 4p S.S, Of AT Ek I A _7 N I L1121HI L v Iff I - PAN M D.M., 3 f �ol or 4 *14,10 NU'r AT G NUT AT EXTERIOR 5�_ 1 r MAX. LEFT PANEL L7, RXHT PANEL t INSTALLATIONS ONLY VAUD FOR O"NO I' WN. R-1A/13% R-2A/13I R-3A/14, R-19/`13. R-ZB/13. R-30/14, SPEED UP TO 170 mph. R-IAW/15. R-2AW/15. R3AW/116. R-18WI115. R-28W/15, R-30W/16. (SEE SECTIONS A, ALTERNATIVES ON SHEETS Is. 14. 15 &IQ--- 1/4' MIX GAP LIFE M= STORM ANEL mELEYATIMN (t) 7F SCALE 1/4�-I- r(DREGULAR 2.6w REGULAR i STORM PANEL (WIL OWRLAP -1 WHOLE VAIM I r(D STOPm PANEL ---------- IN3/ t n, LIFE SAFrN PANEL 4ZTA FLORIDA BUILDING CODE (Mon Mgh Voloct4ty Nu one Zone) cz -. A, r... ;i".. z p- agm Tom W_ 24 UGE GALVANIZED STEEL STORM PANEL EXTERIOR on OP, s, DPW ft 11LIEC0.7 GLOBAL PROTECTION PMCTS, U.C. SECDON A -A aw ". $I 5711m T 0014 FL 33314 PNNO otS4)dSP_?"S, M (WISH -175 SCALE 1/4"-1" _EW 20 — I- WLM A. I 12 OF 18 (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX &S.D. DESIGN PRESSURE MT040 MAXIMUM ANCHM SPACING FOR M64 ED. PER SCHEDULE Sam APPUCAELX I LY NOUN UENGIN MAX. A.S,D DIESION PRESSURE RATING WIVIN ANCHORS SPACM MR MR EM PER SCHEIXU BELOW APPLICABLE 0. t MAXIMUM PANEL LE-V (ft.) TAPCON SoLID-SET PAwafy FEMALE to PANCIAME PLUS I ZAMX-NMA CALX-lN TAPODIN SOLID-W FEWALE ID PLUS zv�MkwmC - kw�&Akjm" GALK-IN m 10 010CINIT 10 CONCREM 3k 10 0:0401101 It TO mmm A OF THEM A;T0 To 0,0m mir to comom 10, TO am OF OF INEW >+Sst -0 +75, -75 13' It* 13" 13* ly Ir Ir is, 13, 12' ir to" I MP) 51-8" 04 LOS +tig'-1116 I S* Ir 10 IIV 13' 16 I1r 13' r 6 Ilr 7 I/rib llr Ir 4 1/2' 1 (10P) w-e opt LESS Ir it* 13' IY IS- Ir IY IY )3- 12- is- w I fe—anom) 3- 6 I/r w ir 13, V Ir is* - 9* to* 17 Ile Ir Ir I ir il* ly Ir Ir Ir ir I.T 13* Ir Ir lor 2 (TOP) Ir S' Ir 10 I/V 13" 8 1/2' Ir rl2l�jr 6 1/2' 7 llrJ5 11r ir 4 i/V 2 C10P) ly III Ir IS' 13, ir tr 13, 13* 12" Ir to' 2 (901TOM) Ir r tr Ir Ir 9 1/2- Ir 9 llr to 1/2' 1 1/2' is- e i/V 2 Isamu) r 13, 1'r Ir Ir 13, 13, IV 13' to' !��) t3r 7- Is' 13' Ir 9 1/r Ir 9 IIV 10 Ile 7 11r is, 's. I Ir 3 ��)- Ij 11r 12 1/2' 6 1/4' 6 Ilr 12 1/2' 12 1/2' - 6 1/4- 6 1'(4- 3 (BOTTOM) - - P2 1/2-12 Ijr 6 1/*' 5 1/4' 0 I/r =1/4' 4 1/4- 3 (oconoto 4 1/2 (W) 7� W 5 1/2' r 3 1/2' or e 4 I/V 3- 6 I/V I/V Z W) Ir Ir - 4 (BOTTOM) 4 (071`1041 Ir 3 IV ir 13* 13* Ir 13" 13, ir Ir ir -To;- Ft—mp) Ir a 1/2' Ir Ir Ir v ir v lor 7 I/r Ir e .5 (TOP) Ir it* 13* Ir 13* ir Ir Ir 13' IV Is' 10' 6 (BOTTOM) IV. 7- Ir Ir is' 9 T/V Ir 0 llr 10 Ilr! 'Ir Is- IV 5 (8077m) ir it' ir Ir Ir Ir ir 13, 13" 12 . is* to- icmp) Ir V 13* IQ 1/1' 13" 6 T/V IY 6 1/2' 7 5 1/2' 13' 4 I/V 6 (TOP) - e 1/4- 5 1/4- 61/4- 6 t - a Ile a 1/416 mm-) 1/4- 6 1/4- I.Y4: 6 1/4. —,17 6 1/4', 0 I/e - 6 1 11 1 a (WIT-) 13 k 7 1/2' Ir Ir Tr IV ly- to* it" —ir 13* 6 I/e 1 0" TO r-o* _j is' V Ir I 3 17 ir s Is, 6 1/2- 7 I/V 5 1/2- IY 4 I/e I (top) >W-r TO Is - IY 7 1/2' 13" 1 1 r 13' 10 I1rI 13" 10 IIYII 1/21 8' ir 7' 1 (BOTTOM) Ir 6 'Ir Ir 13, Ir 1. ir 9. IW 7 I/V Ir e I (wriw Is. Is" 7 llr Ir ir 13, 1w I ir to' it, 8, 13, 8 Ile 2 (TOP) Ir 5' I:r to 1/2' Ir 6 1/2' is- 0 1/2' 7 1/2' S 11r IV 4 1/2' 2 (W) 13' 7 llr Is- Ir Is- 10 1/21 13' 10 1/2' 11 1/2' a' I r 7- 2 13' 7' 13, 1 r Is' 9 11V I r 9 llr 10 1/2' 7 I/V Ir 6 I/e 2 (BOTIOR) Is- 7 1/2' is- 13 jr 10 1/21 13' 10 I/Vil 1/2' a" - 37-1 _0017TOM) s (TOP) 13" 7* 1 IY 13* Ir 9 I/V ir 9 I/V 10 llr 7 1/1' Ir a- 3m - - 12 1/2-12 1/2' 6 1/4- 8 1/4� 12 1/2' 6 1/4- - - 6 1/4" 3 (barm) - - 12 1/2-12 t1Z 6 IY4', 6 1/4' 12 I/V S 1/4' - I - JS I/V 8 1/4' 3 (BOTTOM) 7 1/2- 3 11ri Ir v 7 I/r �v fl- 4 I/V 5- 3 I/V 7- ar 4 (TOP) 7- r a- 5 1/2' 1' 3 1/2' Ir' 4 1/2' 3' 6 lIr 2 1/1- 4 (TOP) 4 6 I/r - Ir 51/2- - 7' - 4 (BOTTOM) Is- is, I r to 1/2, Ir to Veil I/V 8, 3' ( P 1 r 6 1/2' 1 r I r I r 9- 13 9- 0- 'D* f I/z 13, 61 3 (TOP) § M71/ ;I is, Ir 10 Ilr Ir It Ir 7* 13 Is' Ir a (BOTW ly 7 ly I 13, 7-r- 7_3r_ �0_1_/V Ir 51 IS. is_ 4 I/V a (TOP) S S / 4" L!L4 _13i 18 1/4' 0 I/V 6 (9DT1L**) I - a 1/4 /, . Ile a tstm,.% SEE SHW I I MR MMM Tft 4 VAOW FOR VISTALUITIONS INTO WON MVAIE "IMMIL MOGROW AhOM SPAOM 46 MMLIM ISM POUNCE ARE SICKATIM ON THIS SDQDULE. MR EX USES 11" ININCOM ON SCHINU MM PACIM SPAOM BY M%TftVM SFOCOM SHOWN ON SM01,411 OY THE FOU011041111 FACTOF& FOR TIM OPIRKIIM TO SE POSSIBLE, RIMPACOD SPACING OfflAIMED US14 FACTOR SIIALL Not BE UMS It" ~W SPOCM INDICATED FOR OWN Aftmolz TYPE ON TM Sommm I/+,. Ile. I ix. Ile. Ile. 1/'V. ANCHOR TYPE _Im� - Sou"T - _�� PUAI 1POPO_WtIlt atU4_04 110"Ad ANCHOR SPACON 0.) a 3 't 2 I/r 21/2 WW^W I= �'Ir3 S 3 'Ir 3 borma Vw �� r 3 3 Ijr 31/2 3 'Ir ACM WK DMINNIDE (U.) FACTOR It.36 21/2' ow -_ r 0.75 0.63 It 140 AD ID WHEN SPACER (MIS USED. SEE MAX. A.S.D. ar Ix. PANEL LERMIS SPACER WiEr Im 01 A "D. DO" LOAD MIAXWUM PANEL LE)IOTH 40 PSF OR LESS > 40 PSF TO 50 PSr 6'-2- > 50 PSF TO 60 PSF 5*-10' A MAX. PANEL LENGTHS ARE ON-Y VAUD FOR INSM.LATIONS W/ SOLID SET ANCHORS & W1 0 SPACER AT 12 1/2- O.C. INSIALLATION DETAILS FOR LIFE SAFETY PANEL dj) INTO POURED CONCREIE OR CONCRETE BLQCK STRUCTURES NG POURED 1/4"0 TAPCON___ ___9=U1mD 1: -V.NCRM OR ANCHOR 0 V O.0 OR 11 CONCRETE BLOCK 11111. CONCRETE BLOCK SEE *WS to A IS FOR &aim Amm" vft I'm & SPA404 MR WAUAY404 WIND 10001 W= MMIE BUILDINGS. IAMIOUW ANIAM SAYANGS AND MOMMUM vAom 0.) 3 3 IDGE OSVJICE ME INDICATED ON THIS SCHINALL M* ". LESS It" INDICATED 00 SCHMILE REDUCE ANCHOR SPACING mum M ANIXOR or mi;Li�zrim, z� IN r. 1 1/2' MR THIS WIVIATION TO BE POSSIBLE, REDUCED SPAM Comm usm FACIOR SHALL NOT K LESS THAN "I m mr4mw SP,40m 94DCOM FOR EACH ANCNP TfPE ON Tm SCHMUL' L _y 31/2. AT UL Fm LDK- Q*x v M ;TH PANEL U ION R.- (SEE ELE 12) i: I- MI. ON SHEE ED 1411-RE; It TAPCON I f a S* 04� POURED CONCRETE OR r KOCK MOUNTED U) -0 —cu > 0 0 0_ cu -0 C.) U) c: =3 -0 p cu Q -cu U) 0 L_ CL a 0 3: c cu = 0 .0 -&-.m CU E ,,_ 0 — cu > cn cn -0 E 2 cn CU -0 ,o .= CID 40 U) z z w mi > C2 C`4 U_ Z.-< C= C-4 G, cc E C, t CL, In E cJ INSTALLATION DUAM FOR LIEE sAftfY mEL 0 INSTALLAIMN DEJAILS FOR UFE SAFEU PANEL (1) INSTAUAIIQN DETAILS FOR UFE SAFETY PANELn, INTO WOOD STRUCTURES INTo pougEp _coNcgEjE oa coNcRE-TE aLQrK mucTuREs INTO WOOD STRUCTURES T7 V V'T 7 T -try'—, I/r# TAPC POURED 1/4-0 TAPCON '77v ANCHOR 0 9 O.C� OR mc�m 0 9 —0c, I-ZMZOONLR�00 QUIZIDER CONCRETE BLOCK CONCRETE BLOCK t 114" > < RED HEAM REQUIRED. 1>< cn 1 "40 TAO=N _=TAPOON TAPCON D.C. PCON -4) A V, D.C. .�4 -9 - D.C. -=OR 0 V V R 0 9* D.C. :t = -m v . man v D.C. D.C. t f 11V '1/4' �,/ \ I -U p 7 LAW 2 f p 1/4' /2 1/4' F DA 1/4" 1T, MAN, Mw Ile' T T 1 7'\ i T 'r, �1 i 1* Win, co TO CIA", Do EXISTI 0 EXISITI 41 GLASS Z-0 1 1 " Ex GLASS I'M . ... . .. m FAW O&W EX GLASS PANEL 6" PANEL LENGTH 01 ...... LENGTH 1 PAN It PANEL E"TION (SEE MXMTION -A, UWTH L' MAX ON SHEET 12) ON SHEET 12) M.. 11 'L" MAY. (SEE ELEVATION PANEL LENGTH ..... PANEL LENGTH ON 12) PANE? UENOTH ON SHEET 12) PANEL LE40TH 6' (SEE ELMTKIN (SEE ELE)AWN 10 1 ON SHEET 12) (SEE EIEVATION It m (SEE arwooN 12) ON SHEET t2) 9 1 ON per 4, 1- he. ON SNEET 12) U) < It-SERMATIOR- 1, wn. I I TO w-ASS. 0 '2 _�03 L/2 YoGLx 4 GLASS, 6---SEPMAnON-- E > I L/2 I It) GLAM _<D fi GLASS. E.D.0 L�2 L J F . CONCRETE SKLMOCK CONCRETE BLOCK mawoot KMOUIRED. FIEDIMED 0111YON) 11711\ r ED. N \N VW I il I . 1� -4 , I Ij PQLOkT*E rx'. om N A 2 P�l T; WDQ, j/4-0 TAPCON "/4* P=) pmg__ U � r, /4*# TAPCON REQUIRED 4'0 TAPCON rw INV 1/4 pmnwmTE P N PLATE KATE It UJEJAHNEL N ANCHOR 0 Wr/ 0jC, 0 MHOR 0 91 Q�c, ANCHOR 0 V ox, RECLINED REQUIRED TU R 6 12 1/2' D.C. a 12 1/ O.0 0 I�Ls PANOLMATE PLUS i I) PAWAAAATE PLUS N BTMQEREO W/ STUD R 0 12 I/V O.C. N REQUIRED L WOOD WALL MOUNTINGS WOOD SCALE 3/9-1" Id PLATE -Ju U) Sm Swm is A, to to ANHORS m A, SPAM MR REOUIRED REOUiRED P61AUATKM KID 1000 FRAME BUL094M WHINJI4 ANCHN SPACIMIS AND MIN" MW DWA4= ARE INDICATED ON TIft SCHEDIAL FOR ED. UW TIM 01PICATED ON SM*DUL.E RUMM APC�W SPACM BY co MULT2002 SPACM SHOW ON SCHEDULE BY THE NATM PV- III I -saw roLlaom FACTOM FOR THIS OPMMN To BE PoSP%4 film klAw -IRW AL 0 FEW FANa Al ire# P 6 jjpiW-2 REDLM L LESS TOM MINIAN SPOCIM 101MATED FOR EACH ANOM 29 PANEL TIPE SPACING Oww" MIN FACTOR SIVILL Not BE PMELS R UEE M= PAN §jKrL92ffMR FFAJNEL3 ON THIS SCHEDULL 0 WALL MOUN11NGS jk N, Tk,6 gw rijak", W&j1,A IN" Lf%FNGS 04m"s."", WALL MQMNQS SCALE 3/8.1, ......... LU SCALE 3/8-1* MOM "PC E % ...... FLORIDA BUILDING CODE (Man ww"Old, ANOW Spmm DO FL.ORfOA BUILDING CODE (Non HIgh valodiy t4u anto Zane)j EN High y4loaffy FHWU cam Zone) G.44167 FLORIDA BUILDING CODE (Non fth Velocity HU Carlo Zons)l ft-.m 0.) 3 3 1,1011M, 4,2010 Tvm W_ U CAGE GALVANIZED STEEL STORM PANEL ri "m nim M. F�. T�, V2 GRAM W, 3 : PANIN ft 3 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 44167 24 GAGE GALVANIZED STEEL STORM PANEL 1. INISIALLAITON ARE ONLY ��AUD FOR MAX. A.S.D. 24 GAGE GALVANIZED STEEL STORM PANEL < new oc :;j M SiT TE STATE OF WE, GLOBAL PROTECP w/w_/A" 07/p/M DESIGN PRESSURE RATINGS (p.elf) AND PANEL "IOR PER CLEVAIM ON SHEET 12. Om LENGTHS AS PER ELEVATION ON SHEET 12. PRESSURE PATINGS tp.s.f) AND PANEL LENGTHS As 11LIECOme. GLOBAL PROTECTION PRODUCTS, I.M. STATE GLOBAL PROTECTION PRODUCTS, LLC. ON PRODUCTS. I.I.C. DAM 2. FOR NEV WOOD MAME CONSTRUCTION, WOOD lul 0ow"w 4m &w. 51 91131 4000 &*. 11 5111137 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD WE FL =14 z YAJ_ I" R.*e 0,H)"e-r, , FAxt (054)SPe-up 20-175 MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC DANIE, � 3331 20-175 k K., 20-175 04)69�7545. FAX t A , 3. 41, PHONP I (W)�m MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC sm (&Som-4m 719 0110" ft. DENSITY OF 0.65 OR EQUAL ch-omli, ;a-- DENSITY OF 0.55 OR EOUAL cf-mo? P& SEAL/S J,. PIL '%E,' ouff tr, P4 4'. Z!. p" ;;=,. III to A I I 97 g _j SHEET NO. SH 1.41 EZI/18. EZIW/18 (SEE SECTION EZ1 ALTERNATIVE EZIW ON SHEET 18) IT mv,1 (SEE 4($M NOTE 2) FT NOTE 2) #14XI* S." err 3/18-4 ALUMINUM :::-Pop FBvEt LAST PANELCD To BE INSTALLED AT EACH OPE14ING SHALL ALWAYS BE 0 0 1 P TO FACILITATE INSTALLATION IF NTE14DED TMD%SW F�=DLE T I INSIDE OF SMCTURE. L AT I PER! PANEL OF E Z HANG STORM PANEL SYSTEM NTER6R'PANEL) (INTERIOR PANEL) (INTERIOR PANEL) r VAX. 90C99F W-MI.-TRACKS TOP & BOTTOM, (&D' PA�ETL) (I (EMD PANEL) NOTES 2. 3, 4 SEE NOTES 2. 3, 4 (2). END PANELS SHALL lALWTS.1W LCONNECTM TO BOTTOM TRACK PA. MAX, C-1,RWISE A STOP at. PROVIDEO AT TOP OF SUCH CIL LENGTH PANELS� 0 41/- 40,0 p.J, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4-0-204/4- M.S. w/ 7/8'00/32" WING NUT ORLL4!xN3/;4 Wn. THUMBSCREW INTO TAPPED BOTTOM -EL7.T -0 NAP TRACK. FASTENERS MAY BE AT EITHER OF TWO (SEE SECTIONS AS APPLIKA13LE) EXTERIOR FIAT FLANGES OF END PANEL OF V (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO -171TV, "I", 71� PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING. SPECS 11=11T-n-TITM ACTM IN SUCH CASE- CONNECTION OF J-1 L IN04CATED ON NOTE TR3) Liliii--I] L L i L L i L I J-1-AL L PANELS TO BOTTOM OCCUR AT ANY PAWL LOCATION. f 111E Min. '_-E I" Milli, t INSTALLATIONS ONLY VALID FOR WIND W/@ VIE Morr 3 SPEED UP TO 170 m.p.h. ANCMM -(SEE SECTION EZI & ALTERN"TINE EZIW ON SHEET IS)--- *EZI/111. EZIW/18 TYPICAL -ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM M SCALE: 2,1187"(149 OVERLAP 1/4' 01- GAP ,"wom'Al 777 777 7 77 L Z:�, 7"7777`7 7 1/. WX. SECTION A -A . .... SCALE: 3/32"=I" 0 ....... m FLORI BUILDING CODE (Won High Velocity Hu ane, Zone) EX o.44167 24 BADE GALVANIZED STEEL STORM PANEL FA T GLOBAL PROTECTION PRODUCTS, LLC. '0M rSTATE Z M- �-- --� 4500 S.. .51 STREET Rl� "T"M &A" =0=7% FL. 3"1W)w 20-175 -EW Dorm N. E SKW,7 of MI I 'go"' ENGINEERING W Eli%iGiNIECIERING EXPRE1139110 PR130UCT EVALILIATIc3N REPC3RT September 15,2020 Application Number. 17369A - R2 EX Project Number, 20,31643 Product Manufacturer. All American Shufters and Glass Manufacturer Address; 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued In accordance with the requirements of the Florida Depaitinen of Business and Professional Regulation (Florida Building Commission) Rule Chapter 514320-3.005 ' FAC., for statewide acceptance per Method I (d). The product noted above has been tested andfor evaluated as summarized herein to show compliance with Me Florida Building Code Seventh Edition (2020) and is, for ft purpose Intended, at least equivalent to that required by the Code. Re-evatuallon of this product shall be required following pertinent Flarlds Building Code modific0ons of revisions. Substantiating L)aall . PRODLICT E"LUATION DOCUMENTS EX drawing #20-31543 Wiled '249a Galvanized Steel Storm Panels OW14Z & NW-HVHZ)", sheets 1 -5, prepared by Engineering Express, signed & sealed by Frank Bermardo. P1. Is an integral part of this Evaluation Report . TEST REPORTS Uniform static structural performance has been tested In accordance with TAB 202 test standards par test report(s) #BT-ASC-1 7-001 by Blackwater Testing, Inc, Large missile impact resistance arid cyclic leading performance has been tested in accordance with TAS 201 and TAB 203 test standards per test report(s) TIST-ASG-17-001 by Blackwater Testing. Ine. . STRUCTURAL EMNEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative ndtor rational analysis to qualify the following design criteda: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4, Anchor Spacing 160 SW i2l" AVENUE SUITE 1060 DEERFIELD BEACH, FLoRIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM* ENGINEERiNGExpRegs.com ENGINEERING EXPRESS. com ENGINEERING Page 2 of 2 AH American Shutters and CUSS - 24ga Galvanind Steel Storm Panels No 33% inicreass in allowable stress has been used in the design of this product Separation from glazing Is not required for installations outside of Wind zone 4 and essential facilities. iMpact ResislanCe: Large Impact Resistance has been demonstrated as evidenced In previously #$hid test roport(s). and Is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind Wds as Indicated In the span schedule($) on the respective Product Evaluation Document Ve, engineering drawing). Installation This product shall be Installed in strict compliance with ft respective Product Evaluation Document O.e. engineering drawing), along with all components noted therein. Product components shall be of the material speeffied in that product's respective Product Evaluation Document O.s. engineering draWing), Limitations & Conditions of Use, Use of this product shall be In strid accordance with the respective Product Evaluation Document O.e. elighneering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this products respective anchor schledule, Host structural conditions which are not accounted for In thits product's respective anchor schedule shall be designed for on a We -specific basW by a registered professional engineer, AN cornowents which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for me within will outside the High Velocity Hurricane Zone WVHZ). RespecffUlly, ....... . ...... I T Frank Bernardo, PE ENGINEERING EXPRESS" #PE00465491 Cart. Auth. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAINC ENGtNeiERT"GExPREss.coiN ENGiNEERisoExPREss,com N-- <V -'U y" yl rL -4- - 7 RU I'Ll F-1 A1.T=ANAY=RUHDXJT 'FC M 4 nc., I.- Inn, - �c 1.11 UJ id A -71- 1. 11 r -1 -Al -I.- UL, n,. j UJ Jill -IF 1-! I -ij a T, r PY N -1 7" IN 20-31543 7 r T" 7 INSIALLATION DETAIL$ EQR SERIES 2009 E-Z HANG MRM EANEL n1 INTO PORED CONCREJE, PONCREIE BLOCK AND W0012 STRUMM A T 7 "T 7 -1 -7 OR CONCRETE BLOCK -Vit'lil TAPOON >< ANCHOR 0 12' O.C. REGUM. 1/4*0 TAPCON .. J140* HEX HEAD TEX WOOD ME -I 14.1' HEX HEAD TEX D.C. RECLAIMED FROM ANCHOR 0 12* C. =C,*(64- PROM =OF* IF 2- E#- 112- ME-1 a Di 2-1/2" I ED)a TO CLASS, 'Z16*0 zu."NUM IF., im GLX UMINUM Pop I RIVET N WVET MAK. MAX' S, PARE. IT RAMEJ. LENGTH I am LENGTH a a vl� IT I Min. lifin. 0 TO CLASS. or V 5ox 2OW of V /2' Et W/2 I 1 41'11 TAPGON N4CHOR 2" OXI 1/4"0 TAPGON L4 2'.4" WOOD POURED ANCHOR 0 12"VE. CRETE OR -P > "LATE CONCRETE BLOCK NL� I OQUIRIM) REOUIRED. WALL idaubm WALL b"MI ri SMON EZI AMU= Ezimt SCALE 3/8= 1 SCALE 3/8-1' N. Tit EN FLORIDA BUILDING CODE (Non High Velocity Hu camI Zone) NOTES. . M PANEL LENGTH 3 P0. 44167 42M RUM - PA. IN 24 GAGE MVARIZED STEEL STORM PANEL 'I'V101 91 1. INSTALLATION ARE ONLY VAUD FOR MAX. KS.D. DESWIGAN SHALL. BE 2 -6' t PRESSURE RATING +/- 40.0 p.a.f. AND 6'--0' VAX 1 .1 qTATE OC�li. �-� rit JE C 0, GLOBAL PRoTEcriom PRODUCTS, Lm PANEL LENGTH. Z 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1=71: 213w= CAW. 01014 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC a., rMe BURONWIPW 20-175 =Ieilt . DENS" OF 0.55 OR EQUAL. Inur man to or 18 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ), 1�� - TOP MOUNT I(CONN T P. TYPE AS PJ-=Q'D) SECTIONS OPrIONAL,-20 STITCH WITH WA5HERED ,,,-BOLT$ WINGNUTS FASTENED 0, OVERIAPS 0 WOSPAN V APPROPRIATE SPAN TABt KAN VIEVI T BOTTOM MOUNT (CONN TYPE AS-/ REQD) R0,391" MAYBE 770 -___ � 0.375" 'EIEVATION TYPICAL VERTICAL MOU`NT II,,V NT.S, EUEVAT[ON --OBSTRUCTION I (LOCATION MArVARY) PANELS MAY BENOTCHID AS REQUIRED, OM ON AL Y�--20 511T`C� PROVIDEDXT CONWNECTIONIS AND DOLTS WITH WASHEREE ANCOORS US 'SO MICH SATISFY WING NUTS FASTENED Q �TRUCTION� OVERLAPS 9 M]D5PAN I APPROPRIATE SPAN TAB VERTICAL MOUNT ELEVATION /-2'\ (NOTCHED PANELS) NJ,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANELSEPARATION FROM GLASS (WHU. WIND ZONE 4 ESSENTIAL FACILITIES) MAXIMUM DESIGN ALLOWABLE INSIALATIONSGREATEA PRESSU e 4STAL�ATIONSLESS M A ABOVEGRAINi: THAR19VABOWGRAM 4140 130,D). 6,06, 6.9e ----- --- ----- 93.2 111 62n i 2.Sli. 59s N, 6.1110 2,72fn 36.4 111 2sol. 27.01n S1314 2,98 In W'AN bU1tUULt NU I I=Zni. 1. ENTER $FAN SCHEDULES WITH NEGATIVE a DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POsTrivt LOADS LESS THAN OR EQUAL TO 21 'PANEL FASTENERS" Ai"S STUDS USED IN ..UNCTION WITH ALL MOUNTING EXTRUSIONS ("r-TRACK, STUDDIED ANGLE, ETC.). USE 6.25- ALL *H"- AND 'U'-HEADERS (INCLUDING BUILD OUT L 'EHICUTIONS) 3. LINEAR &TERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD� GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WrrK POSITIVE LOADS ONLY, INTERPOLAInON BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: - ----- -------- I As NOTED IN DESIGN� DESIGN NOTES: SCHEDULES IOEiITIVEAND NEGATIVE DESI,3�LIROEESSIII.TIF9CALEI:,,ULATED FORJJ$E� AITM THIS SYS I iEM SH L DE ERMIN , PeR, 5EPtrT Er NEERING INACCORD�NCE WITH THE RNI C& MdCH�17 FIN Rr'S 6 6OV190111C IA OETE IN ACC RDAWCE 51RU'ASOE E 1609OFTHEFUCI DABIRLDING CODE $HALL BE LES T14A OR E( TO .0112EGATIVE DESIGN PRESSURE CAPACITY VALUE i TED EMIN FOP. ANY ASSEMBLY AS SHOWN. GENERAL NOTES: HAS BEEN USED IN THE PRO)5CI S HALL BE RESPONSIBLE a THIS 0EGIC iN WHICH VTORI B AILLL�11111IRIIDIN sp��s r PAN AU..T.NGAS BASED 0 N MAXIM VM TESTED 11-L. .. E.-DED CONCRETE AtJOHOKS, PER NSULATE OR PRIPTECTALL 1EVEWr ELECTROLYSIS. ATER STRUMML DESIGN AS ADDITIONAL as TO THIS DOCU MUM C TION. HAMINIMUMOFfil LABEL 6§16iA: PRQ�ffAPPR&AL NUMBER VISIT ECALC.10131643 rml $ f rml I MWWABLE SPAN SCHEDULE TOP MOUNT � � 11 1 H. I a' 0' C' 2r 2,C 25' 7-1 2C W 2,r 23' 2r za&VHft 5- "'S & stili M* � 2r -E- 2r -z- 2r -M II- INIMU17"TraRk 24" 24' Ilea 25" 2r 251 31* SW 5-1 37" SW 02 -ur - JF -21F -3F Il' 2r 2C 24' 4F -W Zr 40' W -iF 2r 24* 2,r � Ir- Eff _,F4 4 6F 2V 4r Zr Zr 11" 3W 31' it" 30' IF W Sr SV 31' Sr f`U111 Ly SIM 1 0 -X Ff;.-f- 15 " kt-i 'A A 2 2 LLI Mm I 10 va in a Lim mi. BVIUVAIT mou"w 00MOrtions ==43" mom alkis SHUILI a Is IRIML 4. 7,lIRLE -Es To wIlt I2R. rNmil OR A"'D 24o RIAELS. & Atm, Ym`H PANBL FASTERAIRS o 1,215. ORCIr o.c 5. PAN" Mily Slim m� MIAIMU"t USING ONE ill o"m ogno-�I)K op"ON cLOSU'las FOR < OKWNG PM �XL 'WL USING MU-W CONO-ON SHOWN IN nff� VMWINW. U) I ; cc I e 1 4 Jill Z Q ULI M"C"i Ell, UtW w/ -Mrb wA= m ,�K oN 1i 'Am Mil. ONAL INTERIOR FASTENING DETAIL i, Malkin, 9- ONAL EGRESS PANEL DETAIL "MICR FASTENING 11dq I LI, 2.250" J;�2.M- -2 21. J�I-Uux c C 250" 2� 1� 1.0 U- C, .625 U. 'a N QJ25, Z - -q 10 GA_ lq -I � TYP T TYPI, To ITS. e 03W 3.0 2' --4 2,000" 1-- 2-000. 2a0v _�q --1 2.0 Lisa" WILD -OUT V' -M ANQLr �A D I 1.510" '03f .,.,UO" PANEL CANERAG E r, 71791 L.007' B-- F7TT =rT7 "'I'M' R' "'I' 05 4" G G .30Y k2' TY P. 2�QOQ� .11 --O09(y TYPL 'r IRA 1. TRACK 0,957" �Mo 22W v .1 L a, - ov" G I. 4C, 1,F Vil Th LEG DMECTION L IAlIrIE1 OVERLAP .25" MAX. 4'. MA X I- CDRUE1RQUD5URS DETAIL j A MAX.. BUIUD-Q1JTJ "T, DISTANCE TIF. E-i, D- I 25. MAX- E M.T MIN. Law =SME DETKI n I AEii0UNT-SUPlDEi,,UL -11.11-1 D HL _ �T� S, ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANIELFASITNERSO t2.5"O�C. 190 mlmmmm� IMIM IlMilill M/ EM IMMEMM� ffim MEMOMEN Em Emsim MEMMM momm Empx�gmmllll 1,11YU in 25" M0, 8 2 r LLI l/4l.1EMRBD 33 48 g-; 1� G,; ISO: --1 12,Y' 1,6" , I .. S. lZ5.1 -.1. 6.l.- 3�-Wl l5LU1 i*el- ilzl- - 12.51' . 16.0" 16.(r 7.5' 125' iii.Q" 14.7" 6.0' 12.T' 16.0' 14.7" 6.0" I'VI IZ.5" Ica, 16.01 160'14.7-- 6.9- a il. 12. S" lZiS-- 16.0" l6o" 14.7" 5.0- 1.4.7" 5.0" 12.V' �2 5.l J.,b" -.7 Sol is. a 14,7" 5.0" Ill. V2� C-M 33 41 46 72 T4�.k-114'�KRCQ 33 TAPCRTP'CFA$' 41 48 5Z 7 L2.5" 16,0" 16,0" 10.1" 12, F' 16.0' LILA" 7.0" 32t5l 10.0' 10,8" 6.2" iL 5" 16,0" 14A� P l.a.3' 16,13" 9,7" S.6" 12.. ' 16.0' 9.7- S.01 T275-7 I2.V1 16.0 Ica, 9,0.. JJ5.011 16.0" :1 , il!,5�' , 16.0" ". 5,611 , . , 11.5" Kl"'. 11- J2,V1 1-2.5" 12.5" 1... R.., 5.6 ld.Q: -.'- -J 16,0 , 6" 1.1.� I 16.D" 101,2"NM 16,0" 9;2' RM TZ -5� 16.0" 113" IZ.7' 16.01 91r, WM 32,5" 16cl, 11.411 av, Is,011 9411 IR. 12.5', 12.5- 10. 5" ISO,- 9il;: la,51, 1501, 9,1:� 6G" 54" 12.. 11 121w; 12,5' 1N N!" 11, G:� � - "1" 33 11%41�11= 41 WOOD RUSHING 48 n iz.5" 160 8.6 M,l' 15.5" 12,51, 16.01, 7101, 12 S�l 12,51L 4 a" 4.1' 5. Zf L�151P 15,4'p 5,9" 6,25" -1- 1 r 4,7" 4;0',' 6.25' .V' 6. V' iLl" 4,7" 4,(Y' 6 25" S.25" 12.r' 4.7" 6�zvl 1Z.311 4.71. 4.a. -Y' ANCHOR NOTES: J.. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES MAX MUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPA14S AND PRESSURES INDICATED I= ON SHUTTER AND SELECTSPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELECT CONNECrI ON TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHE ; F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25"O.C. PANEL FA57ENER SPACING TABLE VALUES FOR 4 I.W - AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4 A MINIMUM EMBEDMENT AND EDGE DISTANCE BXCLUDES = FOAM. BRICK AND OTHER WALL 111Z�11 1V1TL,1.F,1,1T11 ELI 1111 LIMITCD 11/1" 11X OR SHIA E VERIFIED 5� OTHERS TO ADE A'�L, S re CIAOS TO MOST STRUCTURE, a CONCRETE ANCHORS NOTED HMIN SHALL BE EMBEDDED TO UN -MMO CONCRETE ONLY. 9� WHERE 5XISTINO STRUCTURE IS 11400D FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS AREINTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD� FASTENING TO PLYWOOD IS ACCEPTA&E ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE L=TED IN CENTER OF NOMINAL 2'X4`(M1[NL)WOOQ�STUD I" EDGE D167ANCE IS ACCEPTABLE FOR WOOD PIZ E FRAMING), WOOD STUD SHALL BE -OUTHERN E"G-0.5 5 OIL GREATER DENSITY. LAC SCREW SHALL HAVE PHI LLIPS PAN HEAD OR HER HEAO. `� REMOVABLE AMCI� ARE: Or-WALT PANELMATE, ALL-POINT5 SOLID-51ET & BRASS BUSKIN& ,I MACHIENE SCREW55 SHALL HAVE 1,W MINIMUM ENGAGrMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHERA PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U�M.O. 13 , MINIM UM EMBEDMENT AND EDrE 0167ANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES. 14. 15. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON THIS SHEET. 9 15^27 Ej 2; U, M Ui M LU X 05 (D -00 > (D 116- C:L 0- 0 0 ca M -cu Cn 0 2 0 0 0 LL 0 > Cn -0 a) Cn E 2 Cl) W mi CM L; r- C= C14 CM >< LL- ca- C-4 (11 C= 03 E Q2) I= E U) U) =3 0 0- 0 0 CL M LU Z SHEET NO. SH 1.5-