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HomeMy WebLinkAbout36403 Well Hill WayI 11 I I fI I 'I II_ A"L 11111 11 11 11 1 II I I I '! I' I'I' II 1' _ I 1 I_ I it' '7nr 1 1 1 ■ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN r 6.2 ROOF FRAMING PLAN U 7 SN SN1 S3 LINTEL PLAN & DETAILS STRUCTURAL NOTES DETAILS � DETAILS =� ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. AC or A/C Above Air -Conditioner FLR or Flr. Floor FLR SYS or Flr Sys Floor System RAD or Rad. RAG or Rag. Radius Return Air Grill r S4 y DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed �- S5 DETAILS AFF or A.F.F. AHU or A.H.U. Above Finished Floor Air Handler Unit FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator a _ � �T - S6 DETAILS ALT or ALT. Alternate FRT Front REINF Reinforcing , --. __ -� _ - ST STAIR DETAILS BC Base Cabinet FT or Ft. Foot/ feet REQD or Req'd. Required - - - - -®- BF B'Ifold Door FTG or Ftg. Footing RM or Rm. Room _ .� - SS RETROFIT DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galv. Galvanized RND or Rnd. RO or R.O. Round Rough Opening -- D1 SECTIONS &DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D2 SECTIONS & DETAILS BM or Bm. BOTorBot. Beam Bottom GFI or G.F.I. Ground Fault Interrupter GTorG.T. Girder Truss SC SD or SD. Solid Core Smoke Detector WP WATERPROOFING DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. C Bearing Carpet HB Hose Bibb HC Hollow Core SH or Sh. SHT Shelves Sheet - - '= PA1.1 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower r = PA1.2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights `� CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications.. SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CLG or Clg. CMU Ceiling Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SQ FT or SF or S.F. Spruce Pine Fir Square Foot (feet) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ T _ _ r - SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square�- - SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. COMM or Comm. Column Community INSUL or Insul. Insulation INT or Int. Interior STO SW or S.W. Storage Shear Wall-.__. — — — `--- — -- - __ �.__... SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONTorCont. Continuous LAUNorLaun. Laundry TEMP or Temp. Tempered SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CSMT CT or C.T. Casement Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. THIKN or Thik'n. TOB or T.O.B. Thicken Top of Block S D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate 1 I 1 / • v ©� ©� U DBL or Dbl. DCF Double Decorative Cementitious Finish MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring El 171 7-1 El 1-:1 E] El DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. DIA or Dia. Dedicated (outlet) Diameter MFR or Mfr. Manufacturer MGT Management (room) TYP or Typ. UC or u.c..c. Typical Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting Dor Dist. DMF MF Distance Decorative Masonry Finish MMir. Mirror ML orr M.L. Microlam U.N.O. V or or v.. Unless Noted Otherwise Valve (shower ortub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES DWorD.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical OPNGorOpn'g. Opening OPT or Opt. Optional PC Pull Chain Worw Washer W/ or w/ With WA or W.A. Wedge Anchor ELEV or Elev. EQ Elevation Equal PED or Ped. Pedestal PH Phone WC or WIC or W.C. WD or Wd Water Closet (toilet) Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. EXTorExt. Expansion Exterior PL or P.L. Parallam PLF Pounds per linear foot WH or W.H. WIC or W.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG FIN FIN FLR or FF or Fin. Fir. Fiberglass (Shower Pan) Finished Finished Floor PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room WWF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 04/25/ 12 1.00 NEW BASE PLAN 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 06/25/ 12 2.00 GRADE BEAM FOUNDATION 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 08/26/15 3.00 2015 NEW CODE UPDATE 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 03/06/ 18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. Payments will be made in accordance to the terms of the agreement. 12/19/20 5.00 FBC 2020 CODE UPDATE 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 1525 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. a i t ea 0 �.a 0 d� o� r, o C R7 C� N X �LZa N y O J C[ N X ou �y o -rC+ U CJ = E t� 71�- 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 E 0 a $ G A� -N N_ yyLO[N} Q � (`N') 0 22Ss � LL Q C _r 5 LL Lu -JL SS a o Z_ r °' Cc* � o � t C - O W in °' it 4' m ILZ�Mz¢J Z N O U W ❑ ❑ CD t�2 Z N M o z m z Q rZ7J_ 7 �-1 � 0.1 4-1 V 2 0 L. o v W J E 25 8 L U -0 VS• c 0 Q r. Q C 0 Z M M J p ¢ Q E =a m �o o w= oa O EI O ¢ a O C Z �t w� ww Z cy Qo m� °� Z CO J �o a w 3 a� °off �z go cn wLL aw n W N� JW 3 J ¢ zla o = �t rn cc m 0 L C6 T CD =) co r Q (fCr� ,00 0*4 ~ O O LO t') �p N T r Q U') m w '^ M T- u , iri Ln o Z Z E T ID (a c c a E y U � Q 0 � JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. Ca. I - - - 1 11 - -- L - I 1 -- - -- - I -A g1 ryf - I 1 11 ILL I 80 O. BATH KITCHEN .l A KITCHEN IH MIRROR FINISH PER PER ■ FLOOR PLAN 0 D 0 0 0 0 BATHROOM INTERIOR DETAILS VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION ON PLANS GUIDELINES TO BE FOLLOWED U.N.O. VARIES, 2" LESS THAN CABINETS BELOW T MIRROR SHWR. SHWR. DOUBLE VARIES / CURTAIN HEAD RODS I� ROD o z SINGLE 24" TOWEL BAR TOWEL BAR IN a ROD w ON WALL ABOVE TOILET TUB OR SHWR. TOWEL BAR - ¢ a ON BATHROOM WALL = o SHWR. O CABINMEDICET a0NE VALVES• _ _ TOILET 4 SOAP m PAPER co DISH oD I HOLDER 4 O in ¢ q N q OQ OQ v iy o> �> p h O FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN POWDER BATH 0. 0 eo ■ ■ (*�_f TYP. @ 2 STORY ■ JE ■ ■ I LANAI I 1 G T 8'-8" FLAT CLG. A.F.F. I AC PAD 10'-0" -L 13'EO" 2'-01' I I' (D I I HB I O I 35 SH 1 6068 DINING NOOK 8'-8" FLAT CLG. 8'-8" FLAT CLG. CARPET TILE o 0 0 11' 10" 13'-2" ■ 2'-7Z-8" 6-0" -11' 2x6 WALL Cl)RLOBF. D.W. l o o I FAMILY � � 8'-8" FLAT CLG. SINK 1 CARPET w/ DISP 1 N ;.. ■ F 1KITCHEN T-8" FLAT CLG. 1 ■ 42" HIGH 1/2 o WALL W/ 1 x CAP L OU) 4'-1" 3'-1" LID ih ./ I I ■ ----- (3) 2x4 #2 SPF I I I I I I I STUDS W/ USP OPEN UFI I I I I I I I `r HTT16 @ BASE TO ABV. I I I I I I I to `T 11 21 31 41 51 61171 -G-T- - FOY R W-8" FLAT LG 1'-4"X1'-4" "L" SHAPE CMU COLUMN TILE �I J S6 LU 1z I TYP. @ OI I (3) x4 #2 SPF STUDS W/ 1 2 STORY USR HTT16 @ BASE ~aw UNDER FG1 TRUSS OC +I r7:====:1 1 T-11" 2'10" H II ALT _ _ _ _ ■ I I AC PAD I I 3'-4" T-2" Il 11 4" PLUMBING LINE I 7--I 1 26P8 PF. j I I I I I I I I I I I 11 121131 141 151 IZO 9 0 TO SECOND PWD. TP ■ FLOOR -8" FLAT CLG. TILE T = O TILE o I S3 \� 3 W.H. 4'-1" 1, 1'-11 2'-8" `t 6-2" 3'-101, 64" OBUILDER TO PROVIDE , ■ ■ ■ ■ NOTE: FINISHED WALLS APPLIANCE PROTECTION TO BE FLUSH. FIELD WHEN REQUIRED PER FBC - VERIFY. Z -1 Z I 54 ic�2 p I? I ATTIC ' -_ 1= 0- ■ ACCESS- _----- U Q ;ENTRYa o 8'-8" FLAT ffs�*Iww CLG. LL ■ 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE D 0 CABINETS So `0 LL oo Q LO Q. 1'-2" `O ° 2x `9 T FRAMING M fD b� O 17 1/2" GYP ? BOARD FIN. FLR. FIN. FLR. x P.T. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" - EDGE OF SLAB 2" BEYOND WALL LU W z �OD X U J 0 m o >W N G.T.01 - - - A ----------- I ■ S3 8'-8" FLAT CLG. A.F.F. i TYP, @ I I SINGLE ■ I I STORY I I I K I I S4 I TYP. @ I HB GARAGE I I q M ■ � 16070 OVERHEAD DOOR ■ ■ 4'-8" 1'-10" 16-0" 64" 19'-8" v N WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38 18JX37J S.H. 14 20 X 50 18 4 X 50 S. H. 15 20 X 63 18 4 X 62 S. H. 16 20X72 184X71 S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 26 x 50 S.H. iH5 27JX63 26X621/2 S.H. 1116 271X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 X 62 S. H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2,0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 (b) +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 SEE SN SHEET HC� SEE SN SHEET 140 MPH UO 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 FIRST FLOOR PLAN - B. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C%J 0 c� `o m -o 7 W aC_ o C N C-9 N - J .r �LLa N m o N a N t N o m a�5 d C E c m c E M: ll fV-, y 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 v O M U C4 V c 1 O _I u M Q M O 'TM d a 0 z u, Z mc°�°D t f0 p uJ 0 W d°¢ :3 InIL ��CY W Z o=ow � N Z Q U= M ;^ N U fn F- 0 d ❑�❑ Z W V M V N M 0o to N U) a N z CD o �-1 QJ 4-1 ) o�o U111 �V7 f6 (n 4J � - r- J E = s d ,l✓ v o m Sm o co a w z z a � E �o oo r� Zo Q� 0 o E U wz Z® oa Co �_a � 01 o o oQ �z z�E wo � � �o z aLL w� mo Z m N 2 Q W S z 4O W m<� 2LL a z - o w as LM, �o ? c+� v zI< a 0 3 'L6 O iu >T CO 0 co CD (0 LL ~ O O LO co O N T- T T 0 N ' ^ CV) M o Z Z u , E T- iii LO rn `m c m E U -0p c a _ � JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 1.1 1 L _ III_ I I _I_ Cm z m N 0 c tn 0 J O I i x z M C> Or : a io 0 I N 0 ri i 0 J CD 0 i C a. E Cn 0 0 J 2 0 J 0 CV n 0 1 h 0 N l .LJ v z 0 :n STAIR CALCULATIONS: QTOTAL RISE = 10'-0 3/4" 42" KNEE WALL ( (16) RISERS AT 7 -9/16" WITH 1x8 CAP 10" TREADS w/ 3/4" NOSIN & CASING 3/4" PLYWOOD USP MP3 CLIP EA. STRINGER TO BEAM/ DECKING FLOOR SYSTEM TYP. FLOOR SYSTEM Mf 1 14 13', o � M 06 Bo STOg�W �l�UND7�STA6�5�\4 \w2xFRAMEDNWALL 2x4 #2 SYP. P.T. THRUST BLOC W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 42" KNEE WALL WITH -1x8 CAP & CASING B 36" H. CONT. GRASPABLE RAILING 1x8 CAP & CASING 2 (3) 2x12 STRINGERS 1 TYP. STAIR SECTION SCALE: 1/4" = V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, inducting stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENI LANDING FOI STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH SIN -IN CONT. HANDRAIL RETURN TO_ i WALL DETAIL. B j SCALE: NTS 0 r v 80 M T-6" 1. 12'-0" '01J -y J -:J 1 D2 6 H 1 6 0 H 1 TYP. Ca D2 25 SH D2 25 SH CONERS EGRESS _ 2X6 WALL _ OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. BEDROOM 3 8'-0" FLAT CLG. CARPET G.T. 10'-4" CHASE I I m IU) to I� � I I I CO 2'-4" 2668 n 4 2668' io i0 60" X 36" TB SHOWER 29 m FIBERGLASS M SURROUND 5'-5" 0. BAl 2668 8'-0" FLAT CI 3 D2 SIM. w/ (1) MSTAM36 FLAT STRA J S6 TYP. [A�HiBFTB V A.F.F. H1 BA =�4S 8'-0" FLA CL 6 m 24 III TILE III (D)2� 2668_\ I .6,-7„ . , W I `+ 42" HIGH 112 0° I I WALL W/ 1x o D l i CAP LO I rn I I IDN I Cr 11'-0" L 14'-0" SIM. w/ (1) M STAM 36 FLAT STRAP - HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE 00 M O 80 ,It 140C RFV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18'X25 S.H. 13 20X381 184X37i S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 18JX71# S.H. i H2 27 1/4 X 26 26 X 251 S.H. 11­13 271/4X38J 26x37i S.H. 1 H4 27 J X 50 1 26 x 50 S.H. iH5 271X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36'J X 25 1/2 S.H. 23 37 J X 38 i 36 Z X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 524X 25 4 S.H. 33 54 X 381 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE O(2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2 5 90 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 GC +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed, 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. f 18 above fir. r FB R 24 . o per C G 08 2 Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) CV J CV ... I m C WJ t s a- CL � o / C cc V Cn m x Li- Ca- a y -✓:3 _N -C N R7 c � � m u o a�i CM a4:2 T 0 � v Ri Epxlf / �`'�E;,�O�a t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v EE CD CD co 8 O N O N 0�'�� G Z 0?y M � C,4 V zz 7k LJi Q N coo C J LL W LL J W d W Z -a o r m� �_ w '@ o N W 05 m Z us w J NZ LE,cc M a j J N Q X O Z U 5 (D W ❑ ❑ 0 N M 0 00 Z N z E3 N M z o 'L i--J n w O N OSm o � 'S A U LL, J E po s L O i' ,. Z t � U o C CD d Q 'o yO • � J Z w M J p � y Z Q � L1_ E� z o �o Y m <s C6 E V o z zo oa CU g -`S, .0 Q Z of -0 0w Z ttr-o� r L O < o w� m O ? 0 U w Q o� Z Qo 3 � � 2� �� w a �z W Q j 0 F v zl< 0 3 o O = �O �� C a; M 0 /'�'� V mil! : T- �, r YCN Co LO ~ O O M CN > LO LO O N T- T- Q � LO 2-1 M ` o Z M Z j E r- N U") N c C E m n U Q JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 1.2 I I I I I -I I I-- I- I 't -- v111 1 111R1 _.I I fl ' ' L Fq-{tra SI1P!11 I I 'I[lT I I50 00 T.O.P. FIN. FLR. T.O.M. FIN. F 00 io -1co W FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5.9 HDR. - - - - - - - - - - - - - - - - - - - - I ------------ -HGT. CJ FLASHING 12 25 SH 25 SH �^ 1 4------------------------------- CJ / WEEP HDR. _ HGT. 1 r------------ -- ---- T.O.P. FIN. FLR. I T.O. M. ib FIN. FLR. 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1" CV v 0 ELEVATION — DETAILS 10" 'I "I FIBERGLASS SHINGLE —�� 6" 12 INSTALLED AS PER L- T— TTN .- �� 2„ 2„ MANUFACTURER -- 5•9 DETAIL " SPECIFICATIONS - �- -- 1 sc uE:11 1= - - - - - - - - - - - - - T.O.P. HDR — — — — — — — — — — — — — — — — — HGT. I EXTERIOR PLASTER ON FRAME _110 00 RAISE BANDS FLASHING 12_ OR FOAM PER - - - - -2-SH - - COMMUNITY SPECS T -25 SH T FIN. FLR. — — --, r T.O.M. --------- - CJ /WEEP TEXTURED 00 CEMENTITIOUS -1 00 F�, FINISH ON CMU TEXTURED FRONT ELEVATION — B OFF EXTERIOR PLASTER ON FRAME 12 5.9 5'-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — 5'-0" RIDGE VENT LEFT ELEVATION — B SCALE: 1/4" = V-0" 4' OFF RIDGE VENT 12 �5.9 T.O.P. RIGHT ELEVATION — B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N o mot- d LU > W a _-J U N a m W ="a Cc CN N CV a m =L a� W Ewa 3 � d d V7 Q .y7 E S lWN/�//r,! V�C f. c ` Q LL r, r • F L �` •+n o �� V/01'01/1111111111\�o�`°�� ESSIYON To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W F 'llr E O M 8 � C 2 OD N W 0? n r U)rl- N 06 co Q J � W LL � ' 6. CCU L.L L ,R V Z 13 W — o a Se t O 0: : e N �e Om Z LL °Z;W Us' 5 w 01 LO N Z Q F- N O V U O Z W ❑ ❑ N M o g z10 a J N to c0 z 0 _o � a-1 flu cn w Ow �Ln N o c 13 r w c� J w.. Mink E - 8 1� o w J � � LL CL of w o > m 9 M jO O p¢°Z d o K Z Z t wa � <o 0� m� 0� Z m J Nm a< w g a s 2z z go W m �w �w 0 CD 0 a >6 0 a; rn cc m U Al L co 'T co tea/ T coN T O = 0 04 -0 � CM 04 LO LO 0O N T T Q � LO LO 7 4i L Z cc Z E T c d Ecc U 0 o ai Q O J JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 2 LL ! I — — - I I — — -- _ I I ' I _. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ro HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) Dt3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ❑N TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH � J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN (7) (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI DIo WH to Range to HVAC MAIN O IF150=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACL FOR MICRO\ RANGE HOC PER SPECS III, 1.5" VTR 'I I I I � I / I <\ I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER H FOR DISPOSAL ■ ■ OPTIONAL LIGHTING SCALE: %4'=1'-0" PER SPECS ELECTRICAL PLANS SCALE: %4"=1'-0" SWITCH FOR DISPOSAL IN CABINET r 7: 1 If 11 II ALT II AC PAD I I Il ll WP GFI DISC. c_ H W 2OIr LLH BUa J >_jm �7 0 N � 0 re d > W 0 � r C LL d N _ m o N p L Q � N c .� o c s L7C U ea m as � A d L', C E N O Cl- U 0 GV M 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. 0 W Q E co O N O � 40 J •� GD to rnrria w Q �Mv a w n d cc J G Y 0j (0 LL uJ Z J _ p T Z ca ��o0o 0 to W W��rn ¢ z Z IL co of w N CM Z U G H Z Z OU ❑❑❑ W V)ul � N th O CD Z N z o � a C� M �.J U o Uo w O w g uos In c_. " U E l U ® 0 N MCID 0 w M o3 z Z a l.L z C E V o= Z® o� I— 9 �u pa�tt 0O Z CD�E D c d L w o r J m0 °z uO m J 4 a'w Z Z op go W wLL aZ m � ;4 � o M << �a = a� >L6 0 ai rn m 0 L T (� (.0 7 T Q � o co INn co_ O / 7T) O M L.n LO O N T T_ Q V) M CM o M 3 to Z Z E 1— E 11 U _j Q 0 _t JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 3 1- - \114b W �e Cn -0 I 4:1� 2 SLOPE 4:12 SLOPE 4 � r— I I i ZONE-3 I I I I ATTIC SPACE I i 860 SQ. FT. i I I I I w ti� I OJCn �Q I I I I I w LU Uj 5.9:1� �_ rr 5.9:12 SLOPE 0 I I �Q o y� I Cn N I Uj I I I I I I I I I I I I z I > LU W CrUj O o M «' I 5.9:1+ 2 SLOPE I I I I I I I I ZONE-1Uj I I z I I ATTIC SPACE U I I 288 SQ. FT. o I 4:1� 2 SLOPE 4:12 SLOPE ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off -Ridge (No Upper Ventilators de Upper (Must Provide U Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN—B SCALE: %4'=1'-0" CD O O > W N a cc V M N iL � C L1 w 4 N c c w y y o man 3 m �.w w� L, w 0= �Cn N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q �F 0 8 V n 6 I 0 N 10 oo 10 N t:3 N O it u- J W LL D_ Z W m °c °' o L (0 0 W m r- O O 0 MY, Z LL m LO N Z a J M 0 0 N O U U O Z W ❑❑ cD z� N O O O Z � Z � a i Q � r M QJ i-ri o (6 w m � m V Q) O N �V) w p N ) UO& U N C _ E 8 <i iv Ci ) °J Q N O o z< w M M J Z ¢ � z w N O' iC o 0 Q ry Q C, u, w� z0 oa a �� o Mo �¢o� Uo Z mwZ I �8 aQ �w co �� a m0 o 0 Z m� �mQ w C- 3i z a0 W T 3: m �< w 0 ¢� z N W 0 oz �3 o JW wa �� �o a C O o y O i rn m co L _ :3 C r co �-- N in LO LO M CN '�'^ Q N � T T CD to w M T- o Z m j i6 t o Z E T cn m c _co d U -j Q JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LLI LU U) J a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" •,, #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" I 00 0 �t 0 T M - J S6 TYP. @ 2 STORY U.N.O. ZD CV M 0 M 0 co 15'-0" 26-0" 2'-0" x 2'-0" x 1'-0" 10'-0" lr�„ 7'_41, 1 r_4rr L S3 TYP. 11 5'-2" 5'-2" 6-2" I 6'-10" AC PAD J TYP. @ 2 STORY 2r_pn O S6 \\ U.N.O. — — — — — — — — — — — — — — — — — — — I-----�-- \\ M I I I S3 I I \ I ■ �\ INDI A ES FILLED CELL w/3000 PSI I \\ CON . GR UT FROM FTR. TO BEAM I HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I I BASED ON �\ �\ TYPI L @ALL PLACES SHOWN I I LOCATION HOO E}D F G. DOWELS 17" I I \\ EMB DME T W/ 25" EXT. ABOVE SLAB I �■ ■ I \\ "GRAD 40 STEEL" I \\ T I I \\ 64" 0 T 2-6" 4'-2" I ■ I II � I oo I \ -7- I I \ I 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. I \ I ■ I I I I I °' = \\ I o \\ I TYP. @ 2 STORY I I - FIN CONC. SLc\AB I I 3-1/2" MIN. 3000 PSI I I I 2'-8� N PLUMBING '-1" \ r — — —1 �ALT� CONC. SLAB FOR I I � PROVIDE 1/2" x 91/2"R4�-- Orr I PROTECTION 1= a I O TOP OF CONC./ RECESS FOR FRT. DOOR I I PAVER TO BE 4° I WHEN REQUIRED o Q I ■ L�TYP I .TI N I BELOW FIN. FLR. PER FBC U 0 1 N I ,rI T 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W. TYP. @ SINGLE STORY 5'-4" _L.L w >w I I 2'-6" x 2'-6" x 1'4" Cc - W/ (3) #5's E.W. C.J. — M. CU 2 CID QCU 0 1 (2) #5 VERTIPALS ■ I W/IN FILLED CELL 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. J I S3 I I I I 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. 16-8" 1,_611 16'-0" 25'-0" O T �t r PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE '- FOR WIDTH Lf) % I O N O F 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 OUNDATION PLAN SCALE: y4"=1'-0" LO M N N 0 > W �, f✓' � V M N C W r1 '> E � $ 3 cc >a C E +� u w iCi1'fi�,t I a. 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 � E N8 No v O � N C/)rNio� LLLU a a Q C LL J LL � Z Z L r0 V C.)� 0 O � � Y P o J Q 3 @N V] cLO W o��Q, ¢ � w Z LL Cl) Z UU) N F Z W G N M O O o 2CIO ' � N z a � — In z v l"6 w � m u � d r— J E sl S L r ~ 'A ai N Of � ti O �w M Q'S Z z Q U- z O Y m QQ� m U z® oa tY O O C O C. O ¢ < u0 p � z2 Z � ¢ w Z Cl� -a C Z aw 1! 1 1L_11 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) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 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: Y16" EXP. 1 C2 16) or 1s32" EXP. 1 02/16) TILE: 1 2" EXP. 1 (V16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rl STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: %4 "=1'-0" N �7- 01 0 � ».. d -o 0 c+ a o � o w cv�, N fO o y _0 N - Q cif N g a C CU � v "- 3 3 m c� u u CJ c IJU ® .. 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 8 E g0 N N m Li � C W O � N N � Z LL ai M ejv Q C _L L, !^ M LL u- a LLI Z � a -C M 0 3 m 04 O o Z co MZ IL 0 N OU Z W ❑ ❑ N O O O z Sam L Q N r V/ M //z(^� 'O V O 1�1 l � V w � m U O w o V1 C N �N to f- �J m c LU - E = t d N 42 14 o M J J z w z l l CL z o oz0 Z o a z© F rO _ O_ E_ U ¢ a oO U O ro n ¢ d w o w - rn � ¢ o �a oxz m 0 . o m Q) J y o ¢ ° ,z z z s o< go W o w d z ~ m o �z <a �3 .o Mj M d H v oIQT° � 0 C:) O N LL 'L O 4i rn m 0 ^' L co T Q CT `o � N m LO ~ O O LO M I.C) L O 04 r r LO Q CD LO E m M LO LO 0 Z z N E T 0 c m 0 a U _j Q JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 6.1 I - I I� 1, 47- - I - I I IN! 11 'T7 ! I 'P. @ HIP )RNERS I I I I I I I I ENGINEERED CLADDING W NDFPRESSURES ANDOSUCTIONS FORM AN ROOFOHEIGHT STZ AND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 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 C%6) or 1%2" EXP. 1 (33/16) TILE: 1%2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 11 O A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. cz FX CONT LEDGER rU) - cu 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV-B_ N N - c 0 c � � a m � N a) o- �� E c cti 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 N tT � CO C N r M Q M N S J C LL J 52 W J lL W d Z _ W `L — -cc 10 CcC (3)L f60 Z - Ilia _ :3O N o� LLW 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 U1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in Composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal IoTd -1-0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROLrr SOLID 4L U0, 0 8F8-1 B/1 T 8F8-0B/1T 8RF6-0B/1T LLI (A 9 Q 0 0 0 0 0 0 0 0 #5 BAR CONT. 0 0 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1 81=12-1131/11T 0 0 • C) A T) 9 81720-0131/11T "V" LINTEL DETAIL SCALE = N.T.S. A., % I. OVO 0 o 0 0 o 0 .0 0 0 0 0 0 0 o .0 0 .0 0 0 0 0 0 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1B/1T 8F32 0B/1T 8RF30 1 B/1 T 81`28 OB11T 8F28 1B/1T 8F24-0B/1T 8F24-1B/1T 8F20-1B-2T 8F20-1B/1T TYPE DESIGNATION REBAR AT TOP IN. (1) RECI'D ALTERNATE POWERS F = FILLED WITH 11 GROUT / U = UNFILLED R = RECESSED 4 11Z CLEAR STEEL LINTEL CITY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY 4 #5 REBAR AT TOP Lu MIN. (1) IRECI'D_ 1-1/2" CLEAR 6- EB/1 T ao 2 4 �5 C) Z 4 '4 -GROUT t &D C.M.U. NOMINAL, QUANTITY OF 4 -#5 REBAR AT = un WIDTH #5 REBAR AT < BOTTOM OF a 9 W) 0 TOP 0 LINTEL CAVITY LIJ 0) _U3 I X uJ NOMINAL- "*-BOTTOM Lu 0 Z HEIGHT REINFORCING 0 fr:4 7-5/8"ACTUAL PROVIDED IN 0Z 6 0 Lu Ln 8" NOMINAL WIDTH LINTEL < b 3: - �o 0 �-co -#5 REBAR AT BOTT01v AS INDICATED (VARIES) Crul L" . MATERIALS 16 GAUGE POWERS 1� Fc prea-sl7intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 30GO psi w/ 4. maximum 3/8" aggregate and 8" to 1 V slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A51 0. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND Is applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM UPLIFT GROUT TO BE SIZE & REINFORCEMENT) CONNECTOR FLUSH WITH STANDARD 90 TYPICAL TOP OF WALL -\ DEGREE HOOK (SEE PLAN) N N HOOK LINTEL REINFORCING I INTO SIDE VERTICALS :A 7'77!�d 7 7, ---PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF.' THROUGH AS REQ'D. PROVIDE STD. 90' HOOK W/ MIN. REBAR BOTH SIDES REBAR BOTH SIDES 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O."' ON EA. END--, 12" OR LESS "A PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID #5 BAR A INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR .8" x 8" x 16" CMU U.N.0 TYP. DOWEL 25" MIN LAP (AC1530) P Z• SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION IS24 SHEAR FRAME SINGLE OR MULTIPLE WINDOWS QU-) SCALE: 1/2" = V-0" REVISION 10-19-16 O 4'-6" ILL O 4'-6" ILL O 5'-8" ILL O MIN. 17'-4" LL O 8'-8" LL O 6'-0" LL 4'-0" LL LINTEL PLAN SCALE: Y4"=1'-O" C%4 __J Z. LU CM. C_.' Cn Cm Cc CN vNO a a!- cc C=W _=:1' '0 CL E C -_U % V,- -NO To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ll_ :T, E 4 C' co , 5 NC� 0 So 01) R r1_0 'Z P8 ,, n .. LL _J Lu cc LLLl- LL LU '0 CL rm- 9 0 W ox 0 cp W C/5 00 Z LO NZ co Z LL d< X 0 3 < 0 0 (n W El El 2: C, iz V) 4-1 i2 U 0 C) C) D' V) JAIL E i;s Cn 0 • 14 0 C.0 Z Z C6 E - , '- 0 CD- E y Z. 4 9 M �< 20 'u '0 CO CO < 0, Z Z t Z 0 11 Z �c <Z 0 Z 'Z Z < 2. Z E3 0 �' � - 0 W C/:. 2 < WLL < Z 41 0 W 0 0 L6 o LA J co Cr co d.0 LO o o L-0 M0) N Cq LO M C:) 0 N < 't CO L0 4i Z� CME E U') Ci M Z �i LO E T_ M E 0 0 C) _J < p _J JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. 7 v+ 3 x w I N i m N v 7 snn 0 0 0 I M N 0 Lr3 i L v GO 0 0 3 Q N 0 i a d E 0 v c J i a E a0 0 rh 0 LO 6 0 5 a N 0 v7 L 0 d 0 z w m Lo v aD U) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.11. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF 92, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD ED OR EXTERIOR APPLICATION HALL BE APA RATED STRUCTURAL US F 0 SS S U SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 Concrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol 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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" *4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. o 1i C LU r U JZ n cm CM ry CN Q a+ o e, c s W o c � 3 „ t.'� _cz .tD CL c -' at `�.LU ,r. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W v E0 co V p � r 0 N W N . C9 N to I- I` ° "on J M a M V 2 w N S J 25 w Cc,o JLL W Z 13 w se -ern n = m o �oL , W 0 2 W cO m Z LLW w N N Z Q J Z OU Q U) W ❑ ❑ z N o o � N z o� 4 r M Nn' z o CD o W O Ln Ln .) U � M _ E mI U o <3� N I� 0 J Z g lL Cr Zo o Zo < E F- u Soa CU H _row{ 5Z 00 o c6E 0 a z a z ro t wg ro Vi L az mo o�o� zMMc J p U ¢ Og Z Z 0 j W y, �i o i ¢ wLLaz 2< N F M. Iw = o M w¢ ;o ou F ou O > L6 o N rn m 0 ^` W L T (D � r cc N 0- "' m > LO O C:) M Lo LO O N r T Q LO LO z E T- w m c E U CD a Q p JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) I,k}- 1'I {` STAPLES @ 6" O.C. VERT BETWEEN I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN V I O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*' **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 O 0 5'-0" < - STUB -OUT FOR 1'-0" o GAS METER 0 o u) � U C F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1I T-O" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELL--\ r STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d w � NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 BOR T. #5 HOOK BAR r 2X TOP PLATE #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 <z" SEE PLAN FOR REQ'D %��PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION i�—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �—MASONRY WALL OR ✓�� INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID �\ BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness r Filler blocking �� 1/8" min. )Small gap 2"min. Series + �� 1/8" gap 2" max. 4" max. Web Stiffener Fastener Schedule - - -- 3/4" or 7/8" `�� Joist aring Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ - _ Series De t Be End mediate -1 p % ,z T �- - - 9-1/ 2" BCI 5000s® 11 7/8" 2-8d 2-8d 2-8d 3-8d 1-1/8" two 1/2" 6000s 1.8/1.7 or 2 x + 5/8" or 3/4" wood panel ��' T 14'' 2-8d 5-8d wood panels — Clinch nails f 9-1/2" 2-8d - 2-8d 1-1 /8" or two 1 /2" when BCI 6000sO11 7/8 2-8d 3-8d 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel possible j BCI 6500s® 14" 2-8d 5-8d 1 Support back of web Burin nailing to prevent damage to PP 9 9 P g web -flange connection. g f `, \ _ - __ 0 16" 2- �11-7/8" 2-8d 14" - 3-8d 5-8d 1-1/8" or two 1/2" 60 2.0 wood 2 x _ + 5/8' or 3/4" wood panel Tight fit BCI 60sR panels P 2 Block solid between joists for full len length of s an. ) J 9 p 9 -- 2 8d 8 902.0 2 x _ lumber Double 2 x — lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 116 $r-2 3616d '11-7/8"d- - - 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® _ 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. --14" required when indicated or 16" 6-16d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 9 • BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — -� Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 11'2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1J2" Round Hole- g!@�r n 3, 4 5 6 7 8 &M 10 11 #2 13 ROC t H€ o Side M 2 3 5 6 8 0 10 Any 16" joist Span (tt) 8 1'-0" V-1" V-2" V-2" 1'-3" 1'-3" V-7" V-11 " 2'-4" 2 -9" 3' 2" 3-7' 12 V-0" V-1" T-2" 1'-2'. 1'-3" V-9" 2'-4" 2'-11" 3'-7' 4'-2" 4'_9" 5'-4" 16 1'-0" V-1" T-2" 1' 2" V-T' 2'-5" 3'-2" 3-10" 4-9" 5'-7" 6',4" 7-2 20 12 V-0" 1'_1' 1'-2 1' 2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 4 V-0" 1'-1" 1'-Z' V-3" 2-6' 3'-T' 4-9" 5'-10" 1 7" 2 8'4' 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. 1Y" 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 1)i" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. 5/8"0 THRU BOLT I.0 SIMPSC w/(22)- NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =1 11=1 I I-1 I I-1 I I= =III=1 I I=1 I I III III. �� Nail with 10-10d nails. — — — - �\�nstall tight to top flange. SLEEVE THRU STEM ° Joist hanger > j \... SEE PLAN FOR : a . • •,' FOUNDATION INFO ' a STEM FOUNDATION Filler block. �\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap f -~ Backer Block III "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ✓N � /✓' � , 0.6 X Joist �. D� depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN d d ° II�IIII=II—'' I I— • V d: I: A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A °° �% REQUIRED) w/ (18) 1Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I. ;III —III —I I ill_ �Illit'l i 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" PVC OR SCH40 SLEEVE CENTERED @ PIPE IF I PLUMBING LINE PENETRATION a d d • Z • ° • CO � d 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 d ° d d° C d° a d d,,I_I 1 LEI I it l l; I_I I I_I d T ° Ii SEE FND. PLN. SIZE & REINF. N N � o " -t n O to U M y c W a � o y CU Cz Q N Z Z 3=' y Y 3 3 m C _m \ �R0 Vi//j! xfy�� `\\\\\,\�1ttOttltlt€ftftilpfA0` 3� •• `1 • 4t, •' i^ is • =ljf� OFESSiO` `\�\ f' •�lrifflilfstll'�ttt!\\ 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 `f E N N b R N OC � � # �' 0 00 0 7 f) LL M M 0V d 2 Q JL a z Z Z f�rn o 0 0 - L Y Q _ QIL t] Q*. j '@ N to m J Q W 0 -� ¢ m W rn °' °' w T. N 04 coZ U F z O U ❑❑❑ Z W M a) N O m o � m N Z n C. M o v o �N4-1 V� t'1;3 w Ou o NQ) r N un U d w J soak t0 U o °� ¢ N 0 • sm 0 w Z Z LL C z o oo R a o a p E= U w`z z® oa (O < w ¢ �U � E oa �z Z o N c�az <a mo z m J aw �z m Z O W C > T > O a p aZ NF m � J o c� � zla > a 0 3 c 0 o O Z >'^ uJ O m rn m m L T C0 �•,� Q CrT co U � Ln I\ Ln co O) N Lf') O N T Q N j L+ , L Z Z N E T c a- v °.' U Q 0 c 43) JOB NO . 23-06114 SCALE : AS NOTED SHEET NO. SIN 1 3 v W I N u7 M N v D- N 0 f0 0 I r� i PM cV 0 0 0 v v f) 0 3 Q N 0 d E y E 0 s v 0 O U J ti N 0 Lo 0 0 Cl- LO 0 IV W 0 W Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP-) VARIES IN 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 V-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER I ° ° SHINGLE ROOF, SHINGLES TO _ ° A I _ BE IN ACCORDANCE w/ ASTM -III=III=III=1 I I=III=I 11=I I I= o III=111 IIII I ° II III-III=II1—' �- D7158-CLASS G or H, or ASTM 11=III-III-III=� ° • ICI I (=1=III=1' D3161-CLASS F, IN ACCORDANCE w/ TABLE "I =J=I I I=I I I=I I I=III=1 11=I I �I I I-III=_I R905.2.6.1, FLORIDA BUILDING —III III=III=III—III [EE F El I I—] CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE = it L r II- = - 6 MIL VAPOR ° z BARRIER I ; p r 4 I I f COMP. SOIL. A - 1 (COMPACTED TO 95% = I I — MODIFIED PROCTOR TTI I I I fT=TIT= I T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 ,V2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z ci SEE A/S3 OR J/S6 -`1 LFi11 FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) 2x4 CONT. I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"= V-0" 5/8"OR 1/2" HIGH STRENGTH --- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 ELEV. 4-3 1/2" z �31/2" MIN. A.F.F. p > b N — D TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. ° � 31/2"(min.)-4"=�_=131/2"(min.)-4" —II 111T00 • 13 1/2"(min.) - 4" III -III I I �I TI � —1Ti =1 11= I iLv =i I —f I 11T �" - T —I I f fIT l TTf=7Tl—f�l I f (=fff �r ——T(f==1= II (2) #5 CONT. 4" I-1 I „I -I 81 (2) #5 CONT. 4„ I-rl�ir �8,; U.N.O. �F MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 coy,,.. ati�y o S�CU 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M ���o s AYS J INSULATION PER FBC AND ENERGY �/ 8" C.M.U. FORM SUBMITTED WITH PERMIT P.T. 1"x .T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS E #3 OR #4 REINFORCING BAR N ° ° ° D M ° ° FINISH GRADE °O Z GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij z TI=�ttf - 1= I =REM °O 6 MIL VAPOR BARRIER -I I ° ° I °° T R 1 7/8" #5 REINFORCING BARTr -� r z I ° ��� 1I T T #5 I AP SPI IC F r COMP. SOIL. (COMPACTED TO I • °I-ITTTLUM-11 IT 95% MODIFIEDD1557) PROCTOR ASTM I' I -111 fll= 1. TT 4„ V-4„ FRAME WALL TO C.M.U. WALL CONNECTION (D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 17-11711 1—111 il 11—Ill—I� #5 REBAR w/ OPT. ' =1 I I=1 I -I I1= I I -11=1 11- I SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CM 1 (V A •. . Cl).r - II1=1I 4 �L1=11 �.a. •. . it it I '�•I I F SEE A/S3 OR J/S6-- - -I I I11 111, i,l l , 11, I I. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 , HOLD GYP, BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA* • • •` • • INTERIOR • .. v ve CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m e 00 � E_ N ITI= 1=—=r1TI= M 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE :j:, W D U b LU LU Cn 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH r, . r- (2) #5 CONT. 115, I III, , -11 Fq I ON 3" CHAIRS f 101, (TYP.) I #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS - G SEE PLAN FOR CONNECTION INFO TOP OF BEAM IV & LAYOUT DESIGN a i a - - - SEE ROOF PLAN C - - ° II IF M (2) HTS20 FOR STRUCTURAL E z �r ,_ - Tf T T T BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/�I I I-1T� 'ICI' T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - T_4 - '- ' 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR - w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD �d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w I.- SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS O° GRADE -j > FILLED SOLID (SEE PLAN FOR _f =_ 6 x 6 W1.4 x W1.4 cam, w SIZE AND REINFORCEMENT) 0 -LU, • WWF OR FIBERMESH �,, � w p v ` BRICK PAVERS or SLAB PER p o `" _ • • • • _ z a 0'-0" FIN. FLR.� COMMUNITY SPECS U_ w INTERIORION WALL SLAB STEPNON-BRG. TAPERED COLUMN FRAMING FOOTING iJ BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ O O D W cm * 4 V G n L� LL a fo N CD L tn < 2 N M V O � aj CD C= Io ,• �'� }s' �- ; „ �✓ try" ` IN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W 0 E a s o N 6 m _N 0 00 N N rnr-r4� M� 2s 6C Q J 2 U_ W J LLL LL S °. uj 13'1 Z `°2O'_ o r �o � O W 0 2,- 0a'°' W m Z 00NZ IL ¢ N O V U o Z W ❑ ❑ z N M 0 n' E3 M N G � `o Cz W 0 4-1 �n W g O w o N N U� — E z'✓ .. = L N VI U O N U) y 0 N O) ti 0 � J z z LL o Zo YN Qo oLL z© o U:) L ¢ z mO Zm op"z Wco�I � M aQ �o Yar s0 = O > L ai m T Cfl C0 Cr m LO O � O LO M > LO LO co N r T Q CD EN M L'^ o z 7 , N LO Z Er a M m a U_jFL c Q p j JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION SEE PLAN FOR HEADER CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 P.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ,—, I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \�J — DOOR OPENING DOOR OPENING -f. 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED FEI COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. SQ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. 84 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER I L' D W/ GROUK.O. BLOCKT/1 #5 CONT. AND FILLED" REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. RMAIN SPAN OOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -(SEE SCHEDULE) BLOCK OUT #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT DOUBLE 2 4 SPF #2 x . TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 0d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE a a a a a a 8„ STD.90•HOOK g" LINTEL BEAM W1(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 IT NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J w 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 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., :..,� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a o 0 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34' 10" 6 3/4" 3 1/2"- __A��/44wbtk 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET __­ w, W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 84 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN/NC ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4' 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • N •J G 1Od @ 8" o/C ATTACH ALL - EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w v z T Zx TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P ATE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (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. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR � REV. 06.24.22 SCALE: N.T.S. p a c r-i, a m N h C � O Y C1 a :E al 5, CU O _= E Cr U G � 3 m _ . CU V as a, o ck:. P ems\, irJ vS��`�; 'r 1 0' op ' ESSiOt`��"R 11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E O co 8 0 S N N O�FD M rlr10-r0 xc vi Q 11 M Q - N W LL '2J W � U_ _- o w rz Z Fac 0,1 sn L rU 5 Q: w 0 o NCO W Cn T m �. L Co� N Z Q �n V N J OU o Z W ❑ ❑ M � z N M z o z � � s. - (n M V^) z , Q) o LL� U Vi �N C N — A- U � - - E t U _ � d c� o 0_ t/J y N s® 0 w M ZO , z Q Q �o Q� o E V w`z z© as �- rv C:,CID= a �g &a w �o z 2 O wg 0 z �w M c10 ¢ oz MOO O� ZO U W C8 � � 3 C, o ap n. z o� 0 Jw ` =0 91 >° a el OR U S sCD = > L It ai rn co m CD (3)J — co T = a. m LO ~ O o LO c04 oLn > LO co N T T Q LO m � Lid M ` 6 U) o z z E r N `m 0- E U w Q p JOB NO : 23-06114 SCALE : AS NOTED SHEET NO. S4 _ w 0:� LO i m N 0 O co J 0 CN cJ LO 0 LO i E CL Q N 0 d> E 0 i a E 0 �o 0 v fZ CN LO hs 0 0 0 a rh 0 LO ci v 0 d 0 W 4 m -v v N SIMPSON SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS --- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) `\ AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, () SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO. 2x4 CRO BRACE SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END / / / "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN / ; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \ \ \ / \���/ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING // \\ 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE // \ (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF / • \\ NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \\ @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ O.C. FIELD • \\ \ 2 16d NAILS () W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED7WEEP SCREED 1/2' x 8 J BOLT 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB E T I N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. ��5� TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f r X-BRACING, AND TOP � co "' SEE STRUCTURAL CHORD BLOCKING N - - NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & ( TOE TRUSS SPANS @ EA. END NAILS @ EA NA ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS I I I 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 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4110. CEIZI TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL :65SCALE: N.T.S DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06,08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR zna=r_C0NNECT10N EXT. WALL CONN. a5 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS _L NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS if 8 l SECTION Q IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT� N. SEEM/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 VVIY1 L "L l\II VIA GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. SCJ -MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L' BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - S-O" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS ^- ^ GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION bIMNSUN bP2 W/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. 9�'f 0 0: CORNERJACK 0 Y d Q S Cr W Z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. ILI NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 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) 1 Od 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 m C 2 o N C V Cn Q s> b cv t P Z.: > 1= s = R m u� rs .,� d C, ._ fn Q- .fl3 C �`• �•; �C' h`Zb i U 0. qq�q Li _Q s T:is F F L0` .•�'••.......••''•�. L �� I fF SSION������� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W aE a oS o V 6 S N co 0co (0 0 M co # L Q C J 0 o_ J ` i�_ W W -ern o Z r mo z W U) °. m 4' Z NLO C0 Z d N ZOU W ❑❑ z N M O Z N � n to z_ C� `o � V 0 w Ln ]k YZLn U) M U 6 LL' J _ EE o r � �0 N 0 0 w J z � LL CIS y Z j m aN E 0 wo oa CL 2 .° � Q`o� a z o wo �w a Qoo �xz m� z m ai 9 � ,no <� Q � w 1Z a G W vi � C- co LLa LL a� cw = ;w as ;o o �< a °;� 0 O ZO = ai rn m m c� 1 W L T. a co � � m2 LO ~ o o L0 o N T T Q NI, LO m C7 0 Z Z i i Ln E T c tl U Q p JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. S5 1 I I I I I I I' I w I N i m Ln CV 0 (n 0 i J I i cV 0 CD LO C2 (n 0 I 3 Q M7 0 i S o co E 0 x `o a i a: 0 c 0 a tZ 0 LO 0 O d N O Ln 0 o 0 w m 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE T�TNMOMOMMTM 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDi SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ERPLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENT STD. 90 HOOK (SEE DETAIL) (_B�R ��S6 REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING co NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 NAILED MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J I, -LAYER 1/8"THICK. �w INSULATION PER CHART ON FLOOR PLAN BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. ,. 1 .4 fV •� 4 .a _ _ a 6x6 wl.axwl.a ITI—III—I I I —I I I I. I I WWF OR FIBERMESH _III —III —III —I I I I -III—III—III I a a •' a .• a • e a• 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) (h U- v 4"x4" INSPECTION PORT AT a- EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE 00 r��l rrr—rrr—rrr— rl�lr �STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I I • „111, ;1 I-) (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — `SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °Q SEE FRAMING WEEP SCREED o z � PLAN INSTALLED PER MANUF. a T 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS LL WEEP SCREEDLL INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=T-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" "6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER F(MIN. NAILS AT EA. STUD SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. ::�:x �A TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • a '. a . 4a.. a , I= CO - T i 11-1 I —I I I —I 1 I —I 1 I �I I7CHAIRW/3"MIN, (3) #5 CONT. ON 3" Tr�TI"T—TTT—I I I 8" V-8" CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE �r BEYOND I 15/32" EXPOSURE RE1 SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER711(ID c SECTION X-X IF w NOT FULL HEIGHT SHEET C Z A I G FLOOR SYST M _j� II 15/32" OSB EXPOSURE i H F II SHEATHING w 2 SOLID 2x C BLOCKING @ ALL j C SHEATHING O OPENING EDGES (SEE SECTION X-X II w a0 C x EE W III xLu E - Lu 2x STUDS w IT BEYOND. SEE PLAN o I II zi O '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3!8" "S" = NAIL 3/8" SPACING S 3/4^ 1/2" S 1/2" S 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI('.AI AL (x:KINn SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yg" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANy". Fa- ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL u_ _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL J w U � O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER J >- Q r O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q ct�H-OOu> ai m ©(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N UJ w O o ~ MEMBER IF GABLE END c ( NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 V2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 ot' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE op N/FR�0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP, P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH e4 • _ a _ e a CO -III-� I I_I I I -I -1 I -I -III -111� IIIIIIIIIII III -` ' I III-1 I I=I (3) # 5 REBAR ON 3" CHAIR 4" 1 g W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT N0. OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1) 2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE - 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. u m N nth � � w d -a J > CDu� _=0 a� o C U Cti a m X " a 0 Q ('V ro ?? Y g C. a� E c c3 o m �- �.o ti � a. CU F r L. vy 0j- f, _ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a v E 0 � o O OD Y% N W C? � M N CD ac u N 5 J LL Cu-1. LL 52 W a I1Q V Z13- J W m c rn o t eo _ j '�NCD o W Z - W , m w coNZ J J N ov Z W ❑o (111 M N CI _ o � z Q a � M N z 0 v 0�/� w o Wa v J p 8 _! v ) 0 (v 00o C:cNi4t I� 0 J > ca E _� > a Co Y z oa F`D M o o E o �< o � a z �� � CIDw �o o� � Nm zC:0Y m <� aw �Z o� a0 W `o w m w �0 �o Cl) t Qa zla o d r �3 � O a 0 > L6 0 ai m L T (� lf�o a. m Ln 0 O Ln -0 M > Ln LO CV) T r Q m ' ^ u , M r LO o Z (E6 Z E 0 cc c a E -8 :3 c L) ° c o JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: " 2= 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER i 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x� DRAFTS P 2x4 PT NOTCHED INTOI Vill STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1,4 GLUED AND NAILED TO STRINGER E � - FOR DRYWALL SPACING H SECTION VIEW SCALE: f = 1'-0" V VF1LL 3YP CUT TO FIT I aRS IN WALL I 2x12 SYP BEARS IN WALL 2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS NAILSS)) x 1 1/2" / � \ NAILS) 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO / 2x4 DRAFT RISER AND TREAD /STOP / 2x8 SYP DRYWALL STOP MUST �NOTTOUCH STRINGERS I I I rI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 -1" TAPCONS @ MAX. 32" O.C. G.1 TOP OF / STRINGER I 1x4 GLUED AND NAILED TO STRINGER / \ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH STRINGERS I E2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER\ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 9 �T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" LINGER GLUED D NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD 1 ON DECK —2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" 2x4 DRAFT 2x12 NAILS) / STOP TREAD GLUED A AND SECTION VIEW "E" SCALE: 1" = 1'-0" 3/4 PLYWOO1 ON DECK x8 SYP GLi / AND NAILE1 FRAMING 2x4 DRAFT STOP 2x�J DRAFTS P 2x4 PT NOTCHED INTO 9-19 STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE- NOT TOUCH STRINGERS AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS /FOR DRYWALL SPACING B H E SECTION VIEW SCALE:" = 1'-0" 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP / \ NOT SHOWN / G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP- STRINGER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER \ ROVIDE MOISTURE / PROTECTION ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ 4' X / 2 a' TAPCONS @MAX. 32" O.C. \ 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTT \ / GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER 2' EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" SE CTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO kRING WALL BELOW POST LET INTO _OCK DE "ING 1X8 BLOCKING -OR NEWEL POST 70 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES (WALL JOINT YWALL TO /ER JOISTS) H 2X STRINGIiR 2X B ILOCKING SIMPSON MTS12 w/ (14) 10d x 1 1/2" `NAILS 2�VD OR 2X BLOC�CING RIS*2 VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" N > W � o at C-) C— o c M C-,cti a m Z,7 O L p C'V 214 c, x as a s m E c v o c Q� c _- �,t'I�ff�f;}OFI u To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a � 5 o c o o r w 4,5 �� co rn wrrN- N i v =� f '° " 4 Co U- LLw 0 (� z - 'o � w a L a@ W 3'MN CO W o 0 "o 0 Z N Z IL Q J N Z OU W ❑ ❑ _ a g < N O Q, QE3 a U) to r' c� o Q) W � U O w o U N � y CD U c — _ E 8 ai c� o o w U- ¢ z z U- m E zo oz >m Q� 14 E OV t— a� O oz-Z wa -o z�r ° i 0 Z � ` Cn 8 ca ¢ z mO 0� z ' C m °J o� "m zF �w �� zz QU W C/J m o ap10� a z F� dz S� o Jw <Q �0 ; o ch v a F zla o 3 c O 2 _o O I1/ > L6 O 6 rn m O ^` i T Cr U m LO O � O M > M O N r T Q LO E M � U*) o z z N E T c a a a? U Q 0 c JOB NO : 23-06114 SCALE: AS NOTED SHEET NO. ST 3 w I N i M L0 0 o- tN 0 .a J C] I i N LO 0 0 0 0 3 Q 04 0 04 E 0 0 J i a 0 v 0 IZ 0 04 LO 0 6 a N 0 LO CN 0 0 w 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 E r r FURRING 3-1/4" LONG X 3/16 0 ❑ L FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2"' TAPCON. INTO STAGGERED @ 16" lx8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2Xg 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PERMANUFACTURE MASONRYTHROUGH " DETAIL 1_1/2 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -112" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. " DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1l2" TAPCON @ 16" O.C. & 4" FROM EACH ox4il 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. .3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2-0" 1 X 4 FURRING ,r SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL I 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" ,1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B "1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN.. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 9067/10/ 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 RE& (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5 A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4t/z' 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 L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL �• FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS ♦♦ El, rJ ♦♦ ♦ I t2'Ll �s FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCC ArlITC 4 QCI nIA! /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ♦ BOTTOM OF BAND ♦ JOIST TYPICAL NOTCH **B@ FIRST COURSE ♦SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS ♦♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 0* #5 REBAR (TYP,) , 01TD° HOOK (TYP.) . 90 ALUM DRIP EDGE BRG WALL TYPE �— PER PLAN I 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE I I 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**} CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >V-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 i *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2k TRUSS AS SHOWN FOR O.H. UP TO 2'-6" �VFR/yq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + 04FNQTH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 64" e X . D e D D pD � �1TITl1��� D, D r�_�JL GRADE e cV p Cl) z ° e \ p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RPF:F:T fly Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE::,,-. - r z 0 U) a 0 LU a F- U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' •e OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. INISH FLO ° . .. �.. 17, #5 BAR iD a j.0r °° CENTERED W/ g 4 IN TOP o > KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL p .► ° ° DIRT ? Z ° STANDARD o 90 HOOK N #5 BAR IN FILLED CELL, \ \\/1\ \ L. \,\ \, It,\\, ' s _ "'�tttA STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. .o a �- N a) v W �.. Cs a e� a m X H C d 1 CCC= o y $ N o CD a ar s. d c c 3 3 � i ? c m ry CLI_ a, C E fd G IrtIA f4` 0 LCM Lit o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W aq 0 �E S V 0 N W-0 N f as L--� n vw� M Q M �V N LL C LL W LL LL a 0 Z _j _ w — E d t m� W w!'N� 0 C5 ci ° m Z LL co Zo M Z < J Z CN N OU L) < W El El M o g VaN n limp Q E3 U) G0 (2) �-1 v0 LJ LL T � w � V O U0 w o c_ Ln W J 8 z =" U o :1; Lv U) 0 0 z Z U_ E zo �z >n a� ca- 0 E V 01 F— ro CL E� �o U O o Co ¢ ao tt w= � i w0 5 �� <o fro° m� Z my 3 so WT p LL� < g Nw I F m p o M v w 'ate z Q u; C O W O i > Ln 0 rn 0 L r V U M m LO 0 = O Lid In Liz �O N r T Q NTLO M r o Z M j Lr) Z E r N U 0 a. Q p � JOB NO : 23-06114 SCALE : AS NOTED SHEET NO. SS I I I I �11n Ili,l�rn I n CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSUTPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. _--z—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k k 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN 7 SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: N.T.S. z 0 Q w J w w w U) HIP G.T WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN V-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" K_aRADE CV ZC T C ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY— v TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. I I 1 I #5 REBAR CONT @ SLAB LEVEL I I EXTEND SLAB 1 I 1 1/2" BEYOND BLOCK FACE • — • o0 EXTEND 8" SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ iv z CONTRACTOR TO INSTALL SEE CUT • MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" T MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL rl6 SCALE: N.T.S. f r L I II t I II I I I I I I I I P I SIMPSON LSTA18 SEE PLAN A -A ALTERNATE BLOCKING w/ (12) 10d NAILS — — — — — — SIMPSON HUC410 w/ (14) r— — — — — — — -I ( FOR CANT. CENTERED AT 16d INTO HEADER & (6) DETAIL INTERIOR BEARING SPLIT TO TIE I @ BEAMS TOGETHER I I 10d INTO BEAM - SEE 3 ROOF PLAN FOR MORE I I I I I I I I INFO SCALE: N.T.S. I I I I I PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN V SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ,2 \ • w 4" Z U ¢I - PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" . a w Uj U)2 N z LOWER OR N z T GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I I —7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — —Ij —I INDICATED ON BM. & ADDITIONAL INFO. L� — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE 2x4 STUDS w/ SIMPSON FOR BEAM SIZE & SCALE: N.T.S. SP1 w/ (10) 10d NAILS CONNECTION INFO. BM. SPLICE OVER AT BASE SEE J/S6 FOR CENTER OF POST MORE INFO. A A SEE PLAN FOR TOP OF_qEAM 2x4 BASE PLATE W/ o 0 o SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR BELOW @ 16" O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5 X/ CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d H NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS V INFO. --TRUSS/ d�fO_P WALL EE PLAN Y2" CDX PLYWOOD OR %6" O.S.B. F MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES--------� 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 — @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD SEE PLAN MAX. 2 ANCHOR @ 24" O.C. W/ 24" STEPS MIN. 6" EMBEDMENT ay SEE PLAN FOR OPT. - ° -- -- ° STAIR INFO. IF CONCRETE STAIRSI ° d ° FORMED & POURED a MAIN HOUSE W/ (1) #5 EACH STEP d SLAB d b d i (2) #5's CONT. T&B A w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH a d d -- ° - -- d EXCEEDS 30" d A d d. d. d 9 E GARAGE OR r a i e g LOWER SLAB SEE PLAN ° 1'4' SECTION 0 GARAGE MONO 2� SCALE: N.T.S. QV. C 0 a)U a W � o H C LA_ a C13® z 3 rc � N T. fn ..Ld {1i 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. N W O* EE 4 0 8 N 0 V 0'. Q) N 0 -W 2 e) (n r r J` H drNiv 4 C J LL W J U_a 0 W — o a Y Z m E d u> A 0 o ' C'4 0 W�2pjO' m un0LOMatJ � N r O V U U Z W ❑cn ❑ Z N (7 oLj; z o � Q Q U) �N v � w C_ Q) O w a ul C_ �rz U W J E C Q 0 �Q N o J< w M M � C sZ^ o Z Z f U_ cowz ry <o C:)- O E U Z oa �o o E CO rd a` OQ a z Z Qzo z Qo ox m� Z° Z m maw o� �' go W�� aw m o as ;o d M C) g �O 6 C qt CU cD /� L (10 T 00 LO O = 0 CM L.n LO MO N I— r- Q CD IUD d) C7 ` LO o Z M 7 p Li Z T c a U _j Q 0 -� JOB NO: 23-06114 SCALE: AS NOTED SHEET NO. D 1 _ - Im 11 i- - I I ILI I I I I I I ------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING - IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE DETAILS 2x STUDS 0 FLOOR SYSTEM SEE PLAN G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS of T P. 2 - 2 x 4 SPF @)SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH O N STUDS W/ 11 10d A. NAILS TO STUDS ABOVE & 11 10d ( ) NAILS TO STUDS BELOW. C 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS 2 2x HEADER G SEE PLAN h OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF N LOCATION, MIN 7" AT STEP DOWN OC 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE F O C B H O C OR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 FLOOR l EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS g I O INTERIOR HEADER 2 x 4 #2 SPF STUDS 1 2x SILL PLATE W/ (2) 12dTOENAILS. ( ) I. AT 16 O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS E F I ( TYP PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. l l FSEE F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 1 6 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING -� LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP_ GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL DA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR ,, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO h OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ---------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" ; TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER r (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT e IPa ° • I, a L, SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a0 GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN 3 DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3"O/ A�rFN O TOP SPLICE MiN A PROVIDE 2x4 ON TOP OF 2x8 TO ° BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER , (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ SYP U.N.O. 2xCONT.T&B --' (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 0/1 V��'zx_ 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER i I I CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - - - \ NAILS AT BASE r1 J *PROVIDE (2) CRIPPLES BELOW —4—L TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2x CRIPPLES TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) j� ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. ' N 0 N 7 W ii GCS M �•, C I9 f> CS C'V — m cco r N O c4 N X 3= d a- w r -:zc C.7 r r. 3 l e ,;aaa+ltllrr/rrr/ T C) ,< 0 F L. Ff 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. N W �E 0 a 8 �8 OCN y J 0 vi NMv w Q LI_ W J u- a S W o @ N � W 7 x 0��� m w LL Z Z N OU 0 W ❑ ❑ V M C> � M N MO � N z o � M � z ( o Q) w a-, O w S V) N �N J U) � e— — E S � � U o Q N M o w M Cl*) ¢ z U_ ca E zo oo yN Zo Q� Q o- o E V w� Z oa H D g 0 O �ru 0`o� Q Z t�9 t woa o wZ w U O Zma } J 2 �m< o g W cn T w w a z z N o wa -� s�Q Qo ° o O Ln c� co T Cfl Q r `° T U) 3:LO N m LO M Q± 04 N Ltd 0 N T T E r � M 7 LI1 / o Z E T u c il 0 _j a o JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. D2 3 v W I N M N d_ v _ cn O J I N N O 0 L v 0 Q Q N N G. E 0 v J 0 0 U J ti 0 15 0 0 a_ M 0 LO a 0 W Q m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN _­11 OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIS UNDER DECKING ED FLASHING I (SEE DETAIL WP07) ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �ro (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 PAPER TO EXTEND A MINIMUM 6" RE DLEASE HESVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF VERTICALLYFROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings P shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration <> 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. Ila INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 _ Stucco 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE "V' SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Q ° JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall SELF -ADHERED FLASHING 1 ° ° ° ° d 2 a 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING • I • FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2x FRAMEWALL �✓ T I I STRIP OF SAF i LEGEND PRODUCTSDETAILS TILE FINISH SELF ADHERED FLASHING (SAF) DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT LLLLLLJJJ BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK ] � BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) as I71 PLASTER ACCESSORY 'OSB', SF LATH SHEATHING, PLYWOOD, DENSGLASS 1'-4" PER PLAN Z I Detail Instructions Refer to the detail that corres onds to the 1'-0" PER PLAN 'v WRAP DP WRB ONTO I I THE VERTICAL number marked aPsRinstructionsin each /SURFACE TO TOP OF numbered items in the list below: I I FLANGE AS AN AIR II BARRIER 1. Install self -adhered flashing in order as shown by numbers 8" CMU F SLOPE _ I 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding _ laps 4"OR8"CMU °a _-_---_----_-_ 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° Z Z � STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a g g - 'I embedded in the adhesive layer) - for ease of installation and to STRUCTURAL SHEATHING minimize scoring cuts ° LU THIS GAP IS A RESULT OF PLASTER STOPNATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release a er er standard installation instructions and p p d ° = U) -DO NOT SEAL. _ _ _ _ _p CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 4r, 0 U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED _ I BOND BREAK WRB ACCESSORY6. Fold as shown by arrowsw SFLATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to U)fit tight to corner VINYL SHOWER PAN d ° 8. Mechanically fasten as necessary I SLOPE a l J ALd HA -_-__ __ ___�� ° PLASTER STOP 4 A CONTINUOUS BACKER ROD a a 4 & SEALANT a q CEMENTITIOUS FINISH SHOWER SEAT SOFFIT/CANTILEVER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal s;... r lathe in accordance with ASTMC1063 / Building Paper 7/16" O.S.B. sheathing .: Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N CD 2- o J c V CN -t3m� "ca vNi o � Q nd N .> ;_ CD © � o 3 cu CU M cm r E ,3 L M O CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. HJ W a 0 E V p 6 LO co N ro c�co a� rnNO vi 6 co t J l jUti o 13Z `5 c m� Z W t- 2 ;( � 0 �� rrn m Z ILW Lu J C(V� 0 Q of 0 ,n (V O O V Z U W ❑ ❑ N M 0 0 < m z o �n J 2 �E3 2 r I C� `o J x4- co 0C) to c� �, o L Y J taLJ� = zV w d L> ) c `w m - N III o M J 0 �z Z < LL a 0 y zo of >m z® aE E V 1-211 Cc 5� oa 6o U O E I co E< O z< �Q Z B. ¢ o Qom w 2 rrw =� cm o& a V wo Z M J aw 5 ¢� Goa �z dW W C/J T o LL <� 0 w 3 = r o M wa ;o d I� v zlQ C O o O i 0 m cu co :) oo_,%� o co N = N N r LO Q N � LO M T- i6 LIB o Z ca Z 7 E T- ( m f00 E ca c d U J Q 0 J JOB NO: 23-06114 SCALE : AS NOTED SHEET NO. WP1 HU I HURR/'CANE Mounting Brackets i11) Gauge' 4-112" x 4-1,2° x 2-1111 TT back Cross Support (May he rats tn'rN1 See Anchor Schedule Right Bracket C 6 tlauge) Bolts 1 r12' Dia- A325 Gah, 0 #14 SW -Drilling SCFews 1 t}-518r' A/C VI Ht Bc4turn Fd9v Hurflore Strap (Tyfrli('al: 3 in franr) Vi(ash�rt Front Cross Support Self-L©ckinr Nuts (Mdy be cut to W) Left Bracket (16 Gauge) # 14 Self -Drilling 5crevon, 7bru Brackets. S Back Cross 5i puortlnto AIC Lich Bottom Side (Typical: 3 eaehsidc for ht rricali usi:) wmihhc it t�14 . .. tilt •, arm l.,r.,:Lwt >< is �xlr li�r:lLu:. lac }1ns- F tttf Raiar&I Send t3trawwg avadlatdF capon 1r 4-1 (a0.lMaid l r- win appte I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 12)102021 .... Coda : ,.... .. ._ .ImIty or ,.. _ pat Data Data Pendhto Dan Tvds Version Manufacturer Ctmtaot Engineer& Llcensa Validated By VvaDSIwaQ $ubvi(g8d FBC Aporord eppLQ'+?BQ stams Aflinnelien 2020 Smart Vent Produce, Inc Mcheel Graham HemlesF Nwem P.E. Loeke Bowden P.E. 12/16/2020 12fien020 1228/2020 Approved Category: Struoural Components (B77)441-0368 PE-73778 (334)3061800 Subcategory: Products Introduced as a Result of Info@smad.rtcem New Techn..gy Compliance Method. Evacuation Report tom a Florida Registered Archnect or. Ucensed Florida Professional Engineer F l/lbe22416 Products Quality Assuralx4 Apmowdfor Use Approved for Use Impact poalgfl 5-# Prnducf Model. NumgeriENam, Product Dasc,kMt [pr.ad Explrffilon Date mHVHZ outside HVRZ Resistant Pressure 1 Small t Nadel #1540.5 n0 Dual Function Flood and Venation Vent 121312023 Yes Yes N/A .100G1D0 2 SrtmdVent Made) 91540.511 Dual Fundi- Flood and Ventletion Will 1MltI023 Yes Yes WA +100A1D0 3 Sman"" Model#1540-520 Insulated Flood VW 121512023 Y,s Yes WA +100F1 D0 4 5mariVent Model#1540-521 insast.d Flood Vent 12312023 Yes Yes WA +100F100 5 S HlNfent Model #1540-524 16&qud; Garage Dow Flood Vent nO23 Yes Yes N!A NIA 6 SmsdVent Model 01540.570 Wood Wall Insulated Flood Vent ;20 Z'312023 Yee Yes NIA *CODA 100 SrnadVent Model #1540.574 14.5&qua: Garage Door Flood Vent 1M112023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 InN2D21 Lott - ErdlN or owe 20 Dale Peddler cil l g Varsim Marwfacturar Contact ErroinMaLicanse validated 51 Validated g ed ulorrel FUC Anon -al Aoor" status Re -on 2020 Drexel Metals. Inc. Jason ShUmare Zachary R. Priest Locke sWKlen P.E. OB110/2020 08/09/2020 081202D20 10/132020 Approved Category: Roofing i502r303-1511 PE-�4021 (334, 300-1800 Subcategory: Metal Rooting ishumate®dexnmt.com Corlpgxlce Method. Evaluation Repot from a Florida Registered Amnitacl cr a Licensed Florida Professional Engineer j f L#176794i6 Products oudRy Assurance Approved to Use Approved for Use Inn act De n sea Product Model. Nunler. Name Product Dowdolon Ca6racr Bxolranlon Dale In" f(; Out" HVHZ eR 91staud Pressure, 1 Drexel Metal Proofing Systems DMC 100NS, DMC 1505S, DMC 175S, DMC 2005, 121312D25 Yes No N/A t-Ot-180 CNC SV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page tor, s 6 ro all Nooft Code - Entity or r- - Jae - ¢gtg Date Pending call Toe Vorsim Mararfacurer coned Enarnaor&Llemse Validated By Validated sbruithad FBC Approval Approved status Revlsbn 2020 Therma-Tru Corporation Steve Jeepersol Lyn did F. Schnut . P.E. Ryan J. King, P.E 04115no21 12/312020 04222021 (56J 2021 Approved Category: Exterior Doors 000,843-7628 PE-43409 S43)767-6555 Subcategory: Swinging Exterior Door Assemblies sesP.son@thermatru.c compliance Method: Evaluation Report tom a om Flwlda Rtrastered Architect w a Licensed Florid, Professional Engineer FL#ZMfi6-R5 RONxte DraeliWA-arwe Amrpved for Use Aporgwed for Use k1gapt Deal- S." Product Model Numb. gr Name Product Description Contract E dra s Dale in HYRZ outside HVHZ Resistant Pa_ 1 a.Them,o-Tru Fiber-Clessic end SnwothStar tkFunal 681t39:68qud:lmpact&quoi: Opaque t2312026 No yes Yes NIA Cwnposbe Edge FbergMas Single Door insweigioutswing: X cWigurAbOhl 2 b, Therme-Tru Flher-Clessie,nd Smooth -Star Naninal 61039:8 &dud', Impact&quoi; op. qua 12fMR028 No yes Yes WA Cwnposite Edge Flberglesr Single Om with Sidellte(s) (Inswing/Outs-0c. XO. OX or OXO conagurations) 3 c. Thelma-Tru Rber-Classic and Slnooth-Star Monmal 3WS.8&quotliniad&qua; Opaque 121312026 No Yes Yes NIA 4 d. Therms Tru Fiber-Classlc and Smmth-Star 5 a Thenna-Tru Fiber -Classic and S-oth-Star 6 fTherma-Tin Fiber -Classic and Smooth-Ser g. Ther Tru Fiber-Classlc antl Sr poti br 6 h. Theme-Tru Fiber -Classic antl Smoolh-Star 9 i. Thelma-Tru Fiber-Classk and Smooth -Star 10 1 Themhe-Tru Fiba-Classic and 5moo A-Sler 11 k.Therms-Tru Rber-Classlc and Smooth -Star 12 I. Themna-iru Fiber-Geswc and smogtnstar 13 m. Themla Tru Foar-CYasUc and Smontil 14 n The 7. Fib -Classic and Smmlh-Star 15 o. Thelma-Tru Fiber -Classic and Smosrh-Star 16 p. Th.-a-Tru Flbr-Classic and Smooth -Star 17 q. Thera-Tru Fiber -Classic and Smooth -Star ComDeake Edge Fiberglass Double Door • ith or ,r tholt Sidelites (Ir saMglCuIs gT XX or OXXO configurations) Nominal 8&#390&qua:lrnpact&.quoi Opaque Cempoin. Edge Fiberglass $1491, Door tlnswinglOv :ring' X cmlguregon) Hmnnd 8&#39,0 aqucc;kq ad&qud', Opaque Ca posite Edge Fiberglass Single Door with Sid,lil ls) ilnsdngtOutswmg. XO, OXvr OXO 9guntonsl Nardnd 89439 0 &qua hnped&quot Opaque Canposito Edge Fiberglass Double Dow with w without Sidelbas (Ins.Mng1Outswing: XX sir OKKO oonfigurMions) Nomina 6&#39;8 &qu tJmpad&quot Glazed Cornposite Edge Fiberglass Single Door (Insuhng/outswim: X cm/gursgon) H-no 6&#39A &quotAi padggrd; Geand Composite Edge Flberglas3 Single Door with Sdole(s) Ilnswingpasging: XO. OX or OXO corfig Nomnal 69939;8&gUd:lhpaa&Wtx Gazed Composite Edge Fib.gbss Double Dow nam or rnkhaut Sid din (InsrinWDuts40ng: XX or OXXO eopfgurstlons) Nrxrmal 8&#39;0&qud;ImPed&qua; Glazed Composite Edge Flberglass Single Door (nswingfoutswing;X cmtgumnion) NarinN 8&#39;0 &qud:BmPsd&rprd; Glazed Ccnpoere Edge Fiberglass Single Door with Suelle(s) Insaingrouisw,ng: XO, OX or OXO cm Ogunlions) Nominal 88#39:06.qud:11npactioltX: Glazed Cwnpowto Edge Fiberglass Double Dow oath w wahwt Sidalkes (hsatngl0utsneing: XX or OXXO conliguratitra) Nominal 6&#39,8 &qud;lmpact&quoL Gazed Molded Open Composite Edge Fiberglass Single Door rnsahg0Qutswlng: X wingurat on) Ncrrunal 66#39:8 &qua;yrpac[&qua' Cleared Molded Open Composite Etlge Fiberglass Single Dow with Quad Molded Open Sldoll ) (n.,ing/OO-Ina XO, OX o, OXO egumtione) Nominal 6&#398&qud;knp deq a, Glazed Molded Open Composite Edge Fibergless Double Dwr with w mthout Glazed Molded Open Sidetf es (halaingtoutswing; XX sir OXXO con9guret oil Nominal 6&#39:8&qud;krpeet&.qu t Opaque Composite Etlge Fiberglass Single Ooww4h Molded Open goal"(,) (lnwng/OUswing: XO. OX M OXO configu nitions) Nominal 6&#39;8 &qua:hnpact&qua: Opaque Composite Edge Fiberglass Double Do" with or w&hput Glazed Molded Open Sloata, (Inswing/0utswing: XX pr OXXO eongguratms) 1x31nD26 No es Yas NIA 12l31n026 No Yes Yes WA 12/312026 No Yes Yes WA IMV2026 No Yes Yes WA 120312026 No Yes Yes NIA t?1312026 No Yes Yes NIA i Zcir2026 No Yes Yes WA 12012026 No Yes Y. NIA 1201=26 He Yes Yes WA 12GI12026 No Yes Yes NIA 1211112026 No vas Yes NIA IM12026 No Yes Yes WA 121312an tip Yes Yes l 12/31/2026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fig.1 a•'' 1n2or code .: entry or Da" Data Date Penang Em4 lygq Verson Manufactures Cgne.ot Emine.r&License Validated By Valitlffim strWnitted FBCAOIuoval Aporovatl stirs R-isbn 2020 PGT Industries Jens Rosowski W.rd-Dade BCCO-CER MiarM-Dodo BCCO -VAL 11n92020 1012SM20 1124R020 Approved Cara it Exterbr, Coors (941) 466-0100 (r86) 315-2590 aubCategory:Shd'mgaonor -Assemblies #osaysM@pptindustnes.c Cgrcplierlea Method, Certification Mark w Lkting om PL#251�t3g Produota Cuadte Assurance Approved for Use Approved f. Use Imoaei D ' k Product Model. Numb.or Name Product Description canixect Explfatlot Data In NVKZ Outside HVKZ it-lat.0 Pressure 9 SGDSSiO (Lame RMas#e htpad) VnyISNcRng Glass Door 04/14n021 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherrn A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16)i7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series /0 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349,1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243, 5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION! MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12131/2024 Lomanco, Inc DA4 Exahust Vent FL17202,1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0I-180 12/31/2025 5. SHUTTERS A, STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 MIA 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florid a Department of Business & Professional Regulation page 1 a 3 Building Codes and Standards 1252022 Product Approval Application Detail Code Entity or Data Date Date Pendi no ggtq im Version Manufacturer Contact Ertainlxr&License Validated By validated ''braided FBC Approval Approved Staus Revision 2020 Thera-Tru Corporation Steve Jasperso, Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 071P312020 07J120020 0712912D20 1011312020 Approved Category: Exteror Doors (800) B43-7628 PE-43409 (813) 767-6555 Subcategory: SwNing Exterior Door Assemblies siaspersonathermatru.co Compliance Method: Evaluation Report from a in Florida Registered Architect or a Licensed Florida Professional Engineer FLX20470-R3 Produdte Quality Asau rance Approvedfor Use Approvedforlae Question Sad s Product ModN. Num"101 Name Product Deapriotfon Contract Expiration DaM In HVHZ Outside HVHZ Resi M Pressure 1 a.Thelma-Tru Fiber -Chassid and Smooth -Star Nominal 8&#3$88quot lmpap[8quol; Opaque 12t31/2022 Yes Yes Y N!A p Composite Edge Fiberglass Single Door 'r7, 2 b. Therrna-Tru Fiber -Classic and Smooth -Star (Inswing/IDutswrirg; X configuration) Nominal 8&ll 8quotlmpaot&quoi Opaque 12f3112022 Yes Yes Ye LaJ Composite Edge Fiberglass Single Door wthp S clelke(s) (Inswing7Outsmro, XO, OX or OXO configurations) 1iV u n 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal68#3g;e &qu.lot Impact&quoi Opaque 12131/2022 Yes Yes - N8t_ Composite Edge Fiberglass Double Door Wth or V O Wthout Soalites (Inswring/Outnxing; XX or OXXO - LL. 4 d.Therma•Tru Fiber-Cl... id and Smooth -Star configurations) Nominal 8&#39;0&quotlmpaCt&quo1; Opaque 12131P2022 Yes Yea N Composite Edge Fiberglass Single Door !tee Vf 'O O (Insuring/Otrtsvrirg;Xconfiguration) 'Q C'V 4 5 e.71-ma-Tru Fiber -Classic and Smooth -Star Nominal8&AW D &quotlmpad&quoL Opaque, 12/31/2022 Y,s Yet Yes N§: y C �[ Composite Edge Fiberglass Single Door with Sidelil (IrrsvangfOutsrxing; XO, OX OXO �i ASS O or C 6 f. Therma•Tru Fiber -Classic and SmootinStar configurations) Nornm2l8&039;0 &quot;lmpact&quot; Opaque 12/3112022 Yes �� Yes Yes c' Composite Edge Fiberglass Double Door with or 3 v ithout Sidoiles (IrtewinglOubwing, XX or MO 3 i con9urafions) a) „Q 7 g. Therms-Tru Fiber-Classlc and Smooth -Star Nominal 6&#39;8 &quotlmpact&quot Glazed 12r3112022 Yes Yes .d j = W Composite Edge Fiberglass Single Door G0 G (InsWnglOurtswing; X configuration) •� �., 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 0&#39:8 liquotlmpact&quoi Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vnth E Sideliti (InswnglOutawing; XO, OX or OXO _N configurations) CL. L) 9 iTherms-Tru Fiber-Cassc and Smooth -Star Nominal 8&#39;8&quet;lmpact&quota Glazed 12131QO22 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or CD Wthout Sidelites (InsvingiOutsw4ng; XX or OXXO configurations) 10 1. Thermo-Tru Fiber -Classic and Smooth -Star Nomina l8&#39;0&quot;lmpact&quoi Glazed 1Ml J2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door IIr-ring/Out wnrg; X configuration) 11 k. Therme-Tru Fiber-Classlc and Snmoth.Ster Nominal8&#390 &quot;ImpeQ&quota Glazed 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with adelke(s) (Ins ainglOutsmng, XO, OX or OXO configuration a) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39',0 aquotimpact&quok Glazed 12l3112022 Yss Yes Yes WA Composite Edge Fiberglass Double Door with or vathout Sidelites (Inswing/Outswing, XX or OXXO configurations) 13 m. Therms-Tru Flb-Classic and Smooth -Star Nomin2l6&#39.5 &dllJotlI1pP2C quoi Opaque 12/31I2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNm-Impsct&quot Sldeliter(s) (insw ing/Outawing; XO, OX or OXO confguraton3) 14 n. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot;lmpact&quoi; Opaque 12r312022 Yes Yes Yes NI Composite Edge Fiberglass Double Door m th &quot;Non-Impact&quoi: Sidelites(InswiglOutl-ng; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quoklmpact&quoY Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-Impact&quot; Sidelit(s) (I nsWng/Outswing; XO, OX or OXO configurations) 16 p.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot;lmpgct&quol; Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quoi;Non.Impact&quct; Sldelltes(Ins rig/Outs ng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth-Simr Nominal 68#39;8 &quoh;Non-Impact&quot Opaque 12J31 f= Yes Yes No WA Composite Edge Fiberglass Single Door (InswnrlgiOutawing; X confguration) 18 r. Thelma-Tru Fiber -Classic and Smooth -Star Nominal 06#391.6 &quoi Non-Impact&quot Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door wth Sdelse(s) dnsWnWOutwMng; XO, OX a OXO config dragons) 19 s. Th. ma-Tru Fiber -Classic and Smo th-Star Nominal 8&#39;8&qulot;Non-Impact8quot; Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Ow ble, Door vAth or IMthout SMsu6es (Inswing/Oub lug; XX or OXXO configurations) 20 t. Them,a-Tru Fiber -Classic and Smooth -Star Nominal 8&K39:0 &quot Non-Impact&quot; Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&MD &quotNon-Impact&quot, Opaque IW112022 Yes Yes No WA Composite Edge Fiberglass Single Door vath Sidelite(s) (Inswing/Outswing; XO, OX or OXO confio'rations) 22 v.Therm.-Tru Fiber -Classic and Smooth -Star Nominal 8&#3eO&quot;Npn-Impact&quot; Opaque 12r312022 Yes Yes No WA Composite Edge Fiberglass Double Door W th or without Sidelites (Irtsuiing/Outswing: X(or OXXO confgu ation5) 23 w. TheTnaa-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8 &quot.Non-Inpad&quot; Glazed 12l31/2022 Yes Yes No WA Composite Edge Fiberglass Sol Door (Ins.ngloutswo'gi Xwnfiguratlon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&#3g;8 &quotNon-Impacl&quot; Glazed 12181M22 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidel te(s) (I nsvJng)OutsW ng; XO, OX or OXO configurations) 25 y. Thermo-Tru Fiber -Classic and Snwoth-Star Nominal 6&#39;8&quot;Non-Imp2ct&quot; Glazed 12f312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without Sidelites (hiswlfig/Outswing, XX or OXXO configurations) 26 aTharma-Tru Fiber -Classic and Smooth -Star Nominal 9&#39;0&quot;Non-Impact&quot; Glazed 12J3lM22 Yes. Yes No N/A Composite Edge Fiberglass Single Door (Inswfngloutsw'tg; X configuration) 27 ¢a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot:Nm-Impaet&quot; Glazed 12131/2022 Yee Yes No NIA Composite Edge Fiberglass Single Door with Sidel&e(s) (InsW nluOutsWng; XO, OX or OXO configurations) 28 zb. Thera-Tru Fdb Clawic and Smooth -Star Nominal8&#39o&quot:No1-Irtpact&qupt; Glazed 12131/2022 Yes Yes No NIA Compoete Etlge Fiberglass Double Door win or without Sidelros (Insw rigi0utwing; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail Paget a2 f WWI code . Emttv or [Me Data Dare Perldm Data T a yaoldin Manufacturer coutact Enoinear& Licwrs, VAdaled By V FaC A®mval &ggpyd staus ReWron 2020 MI Windows and Doors Brett Sitfinger Luis Roberto Lamas Seven M. clutch, PE 10/08/2020 10/060020 10J192020 12115=0 Aporwed canal Exterior Doors (717) 365-3300 PE-62514 f71T)317-8454 SubCaletmry: Sliding Exterior Door Assembles bsulinger�ml.ro.com compliance Method: Evaluatlm Report tom a Florida Registered Ard,B.t ore Licensed Florida FTafenional Engine. FL#15332A6 Product¢ QualltirAssuranc, Approved for Use Approved far Use tnri pgplml San # Protlugt Model, Number or Name Pool DesorMggn Contract E%D#�Idl Dare In HVNL outside HVNL assistant ro re 1 SERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SGD OXO 92+312024 No Yes No NIA 145-3148-quot:009quoi NON -REINFORCED 2 SERIE5420ALUMINUM SGD SERIES 420ALUMINUM SGD OX. XO, XX 121312024 No Yes No N/A 96&md;x 80&quoi NOREINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31/2024 No Yes lab WA 1453/4&quax1,S&qud; 4 9ERIE5420ALUMINUM SGD REINFORCED SERIES 421) ALUMINUMSOD REINFORCED OX. 1WI2024 No Yes NO N/A XO, XX96&quotx96&quot: 5 BERIES420ALUMINUMSGORB FOR= SERIES 420 ALUMINUM SOD REINFORCED XXX 12131n024 No Yes No NIA 143&qud:x96&qupt, Florida Department of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Detail Pagel sir 2 h92021 61bte Or 211111111 - .ems own, r+o,dn, Rag Typo Version Manufacturer Centad Endneer 8 License Validated &L Validated SubmM[ed FSC Aooratia:l Approved Status Rewslon M20 Way-Dakon,a division ofOverhead Door Dveayne Kwnlsh Jon n E Scales Je#ray P. Arneson. P.E 10)122020 0929/2020 10232020 12M512020 Approved Corporation (33D)783-8121 PE-51737 (904)821-5200 Categav: Exterior Doers dkorn"h ayne-dalion, SubCataggry: Sedimal aterlw Door Assembles Om Cgnpll-ca Mothed: Evaluation Repart from . Flodde Registered Architect o a Licensed Flande Professional Enginoer F UM484M Products Quality As-- Aooraysd for Us, Aoor-of for Use ended DowgD Sea # Product Modal Nun*K of Name Product Descrlotlon Comact looiratlor cote In HVHZ Outside HVNL anti PLssure 3 BOD01810018200 #1105 964W Max rrtdlh. 14&#39: Max height. Glazing 121312023 No Yes Yes +31.0005.00 available in top or intermediate seaign. 10 800MID016200#1123 16843a Max v4dth 148#3.9; Max height Glazing 121312023 No Yes Yea +30.001--33.50 evallable in top or Intermediate sedlo r 11 6000/81001620D#1124 16&#39 Max width. 148#39: Max height. Glazing 121312023 No Yes Yes +34.40F315.30 available In top o intemedlete sact- Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards 1t52oz, Product Approval Application Detail coda Entity or [Wee Data. case Peltdng Data Noe version Marwfacturar Contact Endna.& Jeans, v" dated Ih validated SdM.1 unFBsMl C AmmAsal Motu Revisrrn 2020 Ctrde9D1yKm ofAADG. Ind. Tom Rattay UL LLC Tray Bishop. P.E. 12MOM20 12101a020 1221r2020 Approved! CMegW.. Extend DONS (641) 494-2813 i.954) 947-0580 "category: extend' 0porcanponents tom raffey@asaeabloy.co compliance Method: Certification Mark w Leung rn FL#11&07•RS Products Quaro/Assuranee Alwrowd for Use Approved for Us. Impact Design, silo a Product Mom. Munro, or Na nre Product Description Contract ExoNffiMn Dan In HVHZ Outside HVHZ Rasistmtl �q 1 607, ?07, 727 74T 157. 771. and 847 Single end Pat,, of Flush, Glazed, and Louvered single and pairs d 1213112L125 Yes Yes Yes N/A Doors hollda metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget pi 15M21 Code &A" or _ Oita Date Date Pendnq wtc JIM Version Manufacturer contact FumNe.&Lic.ne Vendated By validated Submitted F5C A-ruval Bggfgypg status Revision 2D20 Nil 4vinddrts and Doors Brent Sitting. Am.inn Architectural Seven M. Undh. PE 11/172D20 110Tr420 112712020 Apprwed Category: Utlnd-ts r711)365-3300 Manufacturers Assocfedon f71'lSV.454 Subcategory: Single Hung h 21ingergmw•n.com Conpllanee Method: Cmileebon Mark or Listing QuaOh Assurance Aooruved for Use Approved for Use know plievell §ggA ELM Model. Number or Name Product Oe goption Ctxafaol Ezdrallon DMe n HVHZoutside HVHZ Resistant Pressure 2 185 SH 52x72 FFIRsnge Frame IG)SG Single Hung 101082023 No Yes No +601-60 Laminated Glass -r.-e c_ L N Q � O CZ U) C =3 Co O (a N O O O W CQ O C W Cill E O �� 3 O ^� -E � -0 . _ r}C V ) CC)_ L*4 4 Z Z W J Cn E'afe-eall Z W CO Ol i O CL fJ O W U m O L W Q W Z Z ^J LL SHEET NO. PA 1.0. }e cn C01 +.r Florida Department of Business 8 Professional Regulation Pe6e6 ot9 Florida Depe rtmaM of Business &Professional Regulation Paget oft Florida Department of Business & Professional Regulation Pa+ pr a Florida Department of Business & Professional Regulation Page, pr7 (� Building Codes and Standards 125/2022 Building Codes and Standards u52021 Bullring Codes and Standards ISI Building Codes and Standards S g2, O �A Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L L - - - - PLir16749-R71 FLa'g0r13f.R'f W O t_ code Entity or De gate Date Pending pie Sa�E Entity gr Dal. Us Date Pending oat. nms3 sl=R3 Coda nt t�Le III Date Pending �e iEA ty or Rft fit€ DNe Pendlno Mee V Typo Version Manufacturer Thermo-Tru Contact Frontier & License Validated By F. Schmidt. P.E Ran J. Hin Validated 10/0712021 Submitted FBC Approval 09l18/2021 10/13202t Approved 121152021 Status Approved � Varsial Manufacturer Contact Engineer B License Validated By Validated mttil FBC Approval roved Sous Tvpe Van=ion Mamsfacturer net Emmnaor& License Validated BI V,Ndgjgg Submitted FBC Aooraval Aoorowd Status Zia Vats- Manufacturer CCordW Enninear&up ... Validated a, y3yg�g s❑m=mad FBC Approval Approved Status }.I � ♦♦//�� ty Revision 2020 Cor oration p Category: Exterior Doors Steve Jase Lyndon .P.E p rson y 7 9 (800J 843-7626 PE-43409 {813} 767-6555 Affirmation 2020 PGT Industries Jens Roso�aakl Miami -Dade BCCO- CER Miami -Dade RCCO- VAL 11N52020 11N52020 11/112020 Approved Rpusion 2o2o MI Windays and Doors Brent 6ltlin ger Amedcon Architectural Steven M. Uich, PE 10/012020 10/062020 10J1912020 Approved Revision 2020 MI Wre.rs and Doors Categor Brant stmoer American Arcludedural Steven M. Uicn, PE 1717)3613300 Manufacturers A—iation i1717)317-8454 1122/2020 1122r2020 11292020 Approved "'FA v/ C -V '^ SubCategory: Swinging Exterior Door Assemblies sjospers—@1hermatru.co Category: Windows (941)486.0100 (786)315-2599 cMegory: Wichms (717)361.3300 Menutecturers Association r?i7)317.8454 Fixed ocitiinger mivrd.com � J Compliance Method: Evaluation Report from m Subcategory: Single Hung Jrwarcskl@P9lindUS[neS,c subcategory: HalzOryAl Seder houtinger@mi•.d-corn pOnlows pry: Compliance Method: Cerlifceeon Mark or Lusting Florida Registered Arch6ect or a Licensed FloridaComplienca Main— Cerldcabon Mee, or Listing om Compliance Mod: ethCertification Mark a Listing O ,0 Professional Engineer FLe153.9-Ri8 Products F LN20461-R7 Products PL#238-R28 Product Quality Asap— Approved far I Avid for Use lmoact O�lan FLfdt5331-RB Products Quality Assurance Aoorovetl for Uee Approved for Use Impact Dealer drallN Ans:urance Annroead for Use Approved for Use irgpagj Deal-Q O L_ 0 — Quality Assura n on Aoorovetl for tree Aoorovetl for Use Impact Design 11gad Product Model. Number or Name Product Description Contract Expiration Date M HvHZ Outside hyHZ Reallicant Pressure 805 0# Product Modal. Numhw pr Norma Product Description Comract Essential- Date in HVHZ Outside HVHZ ResistarLL Press_ Siq—M 1 Rotluct Model. Number or Name 185 P1N Product Description Contract Expiration Date Ill HVHZ Outside NVNZ 73x 721nauleted Glass 04/032023 No Yes IlLubilatill Pressure No O U_ Seq# Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant pressure 2 SH5500;Large Missile Impact) Vmyl single Hung wand— 071302025 Yes Yes Yes NJA 1 HS lea Fin and Flange Frame 73.621 nsuW,d Glass 02/162024 No Yes No e55/-55 e60l-60 Co 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quotNon-Impaot8quot Opaque 1MI12022 No Yes No NIA O 1 4— Composite Edge Fiberglass Single Door ''^^ `V O 2 bTherma Fiber -Classic and Smooth -Star (Inswng/Outswring. X configuration) Nominal 68#39:8 &quof;Non-Impact&quot, Opaque I Z'31/2022 No Yes No NIA N .v, TN �•1/♦♦ O -Tru . Composite Edge Fiberglass Single Door with �4,/ L Sidelte(s) (InswwglOutsvdng: XO, OX or OXO IZ N ^ CDL mnfigurakona) Q , U)O /}I�F \ V 3 6&#39:88.qudt;Ndn-Impact&quot: Opaque 12131/2022 No Yes No NJA �. - -� .`. /� 4� CU �A Q c.Therma-Tru Fiber -Classic and Smooth -Star Nominal Fiberglass Composite Edge Double Door wen or G) -a without Sidelithas(InewinglOutowng. XXw OXXO 1D W ,� .— mnfiguradons) a-� 4 1 Thiamr- ru Fiber -Classic and Smooth -Star Nominal 7&09:0 8qudt;Non-Impad&quot. Opaque 12Y31/2022 No Yes No NIA Composite Edge Fiberglass Single Door != (Inswingloutawing;Xconfiguration) .-sco co V , 5 e.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;08quo: Non-Impact&quot Opaque 12/31/2022 Composite Edge Fiberglass Single Door with No Yes No NIA yr N t: W Sidelite(a) (InsrenglOutsw mpir XO. OX a OXO • � cc Q Q configurations) Florida Department Business & Professional Regulation Florida Department Business & Professional Regulation Florida Department Business & Professional Regulation y %P-.E 6 1 Therms-Tru Fiber -Classic and Sotn-star mc Nominal t3&#39,0&quot;Non-Impa&&quot Opaque 1213V2022 No Yes No NlA of Page I aI of Page, of t of a Q M �zoz Composite Edge Fiberglass Single Door Building Codes and Standards 1,512021 Building Codes and Standards 15,2021 Building Codes and Standards 1 7 g. Therma-Tru Fiber -Classic and Smooth Stat (Inslmng(Outswng. X configuration) Nominal 8&#39;0&quot;Non-Impact&quot Opaque 12/3V2022 No Yes No NIA t D ti lic t A d roucpproval Application Detail P� Product Approval Application Detail ProductQ" Detail ti li l A t A d j Y cu � Composite Edge Fiberglass Single Door rnth Sidelde(s) (Inswknglouts—ly, XO, OX or OXO configurations) C _ - - - Q 8 rm iber-Classic and Smooth -Star h Thea-Tru F Nominal #39;0 &quotNon-Impad&quot: Opaque 12JSI12022 88 No Yes No NIA Fl _ - Fv—'r1s'—a3-'°+' _ _ _ FLN2fi1'Rt] - ,= 3 by Composite Edge Fiberglass Double Door with or Code ElthN or $8L4 Oats PenNna Ike coo Entity ar onto Date P pa(o usdind !iota £fie Enf N or Data Data P or - — without sidalltes (Inswing/OagWingi XX tlr OYXO TTg Version Manufacturer Camee act &-wr&License Validated Validated FBC Approval wove And Attu �version Manufacturer contact Figni_r A License8v Validated Validated Submitted F$C Approval Aoorovetl Status Hype version Manufacturer contact Eeamew B License Validated By Valitatetl submitted n, SpppAnstl 9 i. Therma-Tru Fiber -Class a and Smooth -Star configurations) Nominal 69#39:8 &quot,Non-Impagt&quot. Glazed 12/312022 No Yes No N/A Affirmation 2020 PGT Industries Jens Roso,-sle Merril BCCO- CER Miami -Dade BCCO- VAL 11105P1020 I M512020 11/11/2020 Approved Revision 2020 MI Windara and Doors Brent SltenW Luls R Lanes, PE Steven M. Unch, PE 101OM02D 10/062020 10J192D20 121l5M20 Approved Affistra on 2020 PGT Industries Jens Rosovfskl Miami -Dada BCCO- CER Miami -Dade SCCO- VAL aF 11052020 11 r052020 � Ste 1& fD aDp —d Composite Edge Fiberglass Sing k Door Category: Wed.— (041)486-0100 (786)315-2590 Categpy!Windows (717)365-3300 PE-62514 (717)317-8454 Category: Windows (941)466-0100 (786)315-2590 _ �. (Insveng/Outswng, X configuration) Subcategory: Fixed jrosa:7sldMagtlndusmes c Subcategory: Mullions bsnlingerCmnvd.eom Succ.l.til Wllms lresowsklMpgtindusdes c tZ '� 10 j. Therma-TN Fiber-Cl—cand S—tin-Star Nominal 5&C3g;8&quot;Non-Impact&quot. Glazed 12/3112022 No Yes No NJA Compllanca Method: CertNcaHon Mark a Listing om Cpnplranw Method: Evaluallgl Report from a Compllanca Method: Cerlibeatlon Mar, or Lsting Om Composite Edge Fiberglass Single Door with Florida Registered Architect ore Licensed Florida Sidelite(s) (Inswingloutsrdng; XO. OX or OXO FL6243-R24 Products Professienal Engineer FLe2614il3Products configurations) Gustav Assurance Approved for Use Apprgwd for Use lmoact Daukai Oualev Assurance Approved for Use Approved for Us, Insect Vision 11 k Therma-Tru Fiber-Classro and Smooch -Star Nominal 6&#39:8 &q Glazed 12/'a112022 No Yes No NIA $ea # Produs Model Number w Name Product Description Contract 1, Igo Date in HVHZ Outside HVHZ Resistant y ra F a1ri .Re prod Ma seo # Product Model. Number o Name Product Description Comract Exolfallon Date In HVHZ Outside HVHZ Resistant `�ressur rotas Double Composite Edge Fiberglass Double Door with or without Sldelltes(InswingfOutswng, XX or OXXO 5 PW-05201Large Missile Impact! VinylFed Wndow ObY50/2025 Yes Yes Yes N/A Quality Assurance Aoorovetl for Use Aoorovetl for Usa Impact Dawn 1 Mugan s for All Doors an dlellndows Aluminum Muleons 05/26202G Yes Yes Yes NIA wnfiguratlons) Son# Rotluct Model. Numbwor 114— Product Description Contract Emiratido Dal, In HVHZ Outside RVRZ Rasktalt Prassura 12 I. Therm.-T. Fiber -Classic and Smooth -Star Nominal 7&#39;0 &quot;Non-Impact&quct. Glazed 12131 Q022 No Yes No N1A 2 5784 Vertical Aluminum Mullion 12J7112024 No Yes Yes N/A Composite Edge Fiberglass Single Door (lns.nglOutswng; Xconfisuration) 13 m.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39',0 &quot;Ngn-I mpact&q,.t Glazed 1Q1S112022 No Yes No N1A Composite Edge Fiberglass Single Doer wrath Sidellte(s) (Inewing/Outswnng; Y.O, Ott or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quot:Non-Imp sct0pudt, Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door QnskMng/Outswng; X configuration) 15 0. Therma-Tm Fiber -Classic and Smooth -Star Nomanal 8&JI &quotNon-Impact&quot. Glazed 121,31 Q022 No Yes No NIA Composite Edge Fiberglass Single Door wtith Side, te(s) (Insw rig/auhneing: XO.. OX or OXO Florida Department of Business & Professional Regulation Page I oil Florda Department of Business & Professional Regulation Page 2 of Florida Department of Business & Professional Regulador Page 3a4 16 p Tnerma-Tm Fiber -Classic and Smooth -Star configurations) Nominal a&II 8quot,Non-Impact&quot Glazed 1MV2022 No Yes No NIA Building Codes and Standards 1152021 Building Codes and Standards 10)912021 Building Codes and Standards 302023 Composite Edge Fiberglass Double Door with or without Sidelines (InswinglOutswing, XX or CXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU 17 q- Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &quot,Non-Impact&quilt Opaque 1213112022 No Yes No WA 931924R6 n 4ai4 _ - Composite Edge Fiberglass Single Door with 18 r. Therma-Tru Fiber -Classic and Snaoth-Star Transom (Inswing/Outswdng; O/X configuration) Nominal 68#39;8 &quot;Noo-lmpact&quot, Opaque 12/312022 No Yes No WA Code n t Data !gets pare Pending Mt, � EntIN or J s pmS Date Pmdlm pate Code Entity or 6ae ate Date Pendrna Date Composite Edge Fiberglass Single Door with Too- version Manufadunr Contact Engine.&Licwrsa Validated as vandalm Submlded FBC Approval Approved SaLwJ3 J.[!!.6 Version T`'� Manufactur. Contort 6nginox&Liconsa Validated Be Validated Submitted FBC Anoroval %Droved l 1j(�a Version Manufasturw CaMacl Ermineer&License Validated a, YaliJa[ed Submitted FBG Approval Avsrvve0 Status Sidelite(s) and Transom (Ins•1ing/OutswnngO/XO.. Revision 2720 James Hardie Building Products. Inc. Chad Dlercks V. Andrew Tan Jahn Southard, P, E, 01N52021 12/142020 Of1062021 drag FBC Appn R—on 2020 Aiside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J King., P.E. 02115r1021 02/152021 0227R021 04f13f2021 Approved Revision 2020 OAF Michael Stith Robert Nfieminen John W. Kn...o ch, PE f 2/192022 12M 712022 12202022 02J07/2023 Approved 19 9. The —Ton Fiber -Cis — and Smooth -Star OJOX or OfOXO configurations) Nominal S&#39;38quot Non-Impact&qupt, Opaque 121SV2022 No Yes No N/A Category: Panel Walls (W) 545-8359 PE-81662 i'352)36T-2526 Category: Penal Walls f330)922-2389 PE-43409 (813)7G?-G555 Category: Raping lB00)78fi-3411 pE-Soi6fi (554)7T2-6224 Composite Edge Fiberglass Single Door with Subcategory: Siting ched.di..ksi iamashardi Subcategory: Soffits nthorm s @eiside.com Subcategory: Asphalt Shingles msteah@gof com mi Side,lite(s) (Inawdng/Ouhsv4ng, XO, OX or OXO Compliance Method: Evaluation Report horn a e.com Compllanca Maned Evaluation Report from a Compliance Method: Evaluation Report from a Continuous Head and Sill corifiguestlons) Florida Registered Architect ore Licensed Florida Flonde Registered Architect or a Licensed Florida Pence Registered Arrhlted or a Licenses Florida 20 t. Therma-Tru Fibc,Classic and Smooth -Star Nominal 8&03a0 &quct;Non-Impactilc ; Opaque 12131/2022 No Yes No NIA Professional Engineer Prola,eional Engineer Prdesslonel Engineer Composite Edge Fiberglass Single Door with Sidelte (s) (Insvong/OubwingXOOX or OXO ; , Ft#13192-R9 Products Fun 3272-95 Protluets FL#10t24-R33 Products Continuous Head and Sill configurations) Quaff, Assurance Aoorovetl for Use Atptowd for Use lmoact 11s319D Qual)H Asawance ppprgved for Use Amrgvad for Use Impact I2[s-pe Quality Aasraance Approved for Usa Approved for Use NIIDBGI Deslan 21 a Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39:8 &qupt:Non-Impact&quota Glazed 12J31/2022 NO Yes No NIA Sim # Product Model Number or Name Product Ose crmtlon Contract Expiration Dale Ill HVHZ Outside HVHZ Resistant Pressure Sw x Product Mode], Numb. or Ms.. Isoduet 0... notion Conti Eaplration Date in HVHZ OWslda HVHZ Resistant Prossra Sea# product Model Number or Nam Product Description Contract Expiration Data In HVHZ Outside HI Resistant Pressure Composite Edge Fiberglass Single Door with Sldelite(s) (Insw&nglOubswng, XO, OX or OXO i Cemplank Led Siding fiber-cemanl lap siding 1D312023 Yes Yes NIA N/A 1 a. &qua[ 2T&quot Soffit Vent or Sdid Vinyl Soffit 12/310023 No Yes Ne NIA 1 GAF Asphalt Roof Shingles fo use in FBC nwn VHZ Fiberglass reinforced 34ob, laminated 5-tap and 121162025 No Yes NIA NIA Continuous Bead and Sill configuraboria) 2 H.d,P1.nk Lisp Siding lbe,-ment lap siding 12t312023 Yes Yes NIA NIA 2 b. squat Aliance 1`46quol: Soffit Vent or Sdid V'alyl salt 1213112022 No Yes No MfA )urhtlicllons hialroge asphalt shingles 22 v, Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39.089um Non-Impad&quct. Glazed IM112022 No Yes No NIA 3 c.&quciC—nbner vintage Beaded&939: Soft. Vent or Solid Vaiyl Soffit IV312023 No Yes No NIA Composite Edge Fiberglass Single Door with 4 d. &quot.056,qud: Sent Vent tlr Solid Vinyl Soffit 121212023 No Yes No NIA S cI611 (s) (InswAng/Outsvring; XO, OX or OXO 5 e. &qud:C,.tar Dak&quot; Soffit Venter Sold Vmyl Sonar12/312021 No Yes No NJA Continuous Head and Sill configurations) 6 f &qud:Super Span&q.t Saffit Vent or Sdid Vinyl Soffit 12131r2023 No Yes No NIA 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 68039,8 &quot;Non-Impad&quot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented S cle its, ) (In—glOutswng, XX XXX or XXXX configurafi.na) 24 xTherma-Tru Fiber -Classic and Smooth -Star Nominal 8&1039;08quotNon-Impact8quot, Opaque 12J3112022 No Yes No NJA Composite Edge Fiberglass Door Panels with Vented Sideline{e) (InswnngJOutsw'ing; XX XXX or XXXX configurations) 25 y.Therma-Tru Fiber-Clossic and Smooth -Star Nominal 6&11&qudt.Non-Impact&quot: Glazed 12f3l/2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (Inswengloutsesol XX XXX or XXXX Florida Department of Business & Professional Regulation Page+ of, Florida Department of Business & Professional Regulation page I at Florida Department of Business & Professional Regulation page, of 1 configurations) Building Codes and Standards rim 02, Building Codes and Standard IM2021 Building Codes and Standards 1162021 20 z.Therma-Tru Fiber -Classic and Smooth -Star Ncminal8&#39;0&quot: Non-Impad&quot Glazed 12131/21322 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented SldeliI (I noWnguOutswng.. XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) -� - 27 ze.Therma-Tru Fiber-Gassio and Smooth -Star Nominal6&#39.8&quot:Non-Impad8quot: Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with 38#390 la"12328-a9 tom. - _ - Fa.FSt. - SideliI (InswingiCutsvnng, XO, OX a OXO Code Entity or DAL. Date Date Pending t�S.£ Code thrity or p, tit 29S Dale Pending II Cpg,Qe Entity 0 Data 211111. Date Pending me 28 zb Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 6&#39;88quotNon-Impact&quet, Glazed 12/31J2022 No Yes No NIA mm Version Manufacturer eonlact Engineer& License Va9dated By Validated Submitted FBC Approval Approved Stratus Troa Var_si.1 Manufacturer Cooled Emmra.&Llcense Validated Br valirtated Submitted FBC A-,- Apo=owd Status TV- version Manufscwrw Contact Engineer a Llanse Vaildaled Rv Validated supmlhod PBC Approval Aopnw. Slaws Composite Edge Fiberglass Double Door with Revision 2020 TAMKO Building Products LLC Kerr, Eden Robert Ni— John W. Knezevfch, PE 10J042020 OW1192020 10/122020 12/182a20 Approved Revision 2020 L V. Thompson. Inc. Oba Thompson Architectural Tony Christman Zachary R. Pries Steven M. Uich, PE 09/17/2020 09/162020 09222020 121152020 Approved Reunion 2020 Flodde Metal Product. Inc. Clark Janes James L. Bucker. P.E@ Steven M. Uridn PE 05R7/2020 05252020 10ro42020 12.1612020 Approved 3039OSidelites(InwnglOUtdvArg, OXXO Ca+agory: Roofing (417)324-684 PE-95166 i054)772-6224 Meters Company(TAMCCh (81 3) 248-3456 PE-74021 if71T)317-8454 Category: Roofing (904)7838400 C13UCK Engina-mg (717, 317-8454 configuration) Subcategory: Undedaymsnls kent_etlen@tamk. won Category-. Roofing tony@gometelroofmg.com SuhCalegdry: Rgofin gA-sesories that are an clarN flem,. e.m PE-31242 29 zc. Therma-Tru Fiber-Classc and Smooth -St., Nominal 8&#39:0 &quotNon-Impad&quot Glazed 12131/2022 No Yes No NIA Cornpllance Method: Evaluation Report tom. Subcategory: Rooting Accessories that areas Integral Partdithe Roofing System Composite Edge Fiberglass Single Door with 38#;39;0 Integral Part ofth, Rmfing System Complianoe Method: Evaluation Report from s Sitlelte{s} (InsvnngfDutswing; XO, OX a OXO Florida Registered Architect ore Licensed Florida Compliance Method: Evaluation Report from a Florida Registered Architect o a Licensed Force 30 zd. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 88#39,0&quot:Non-Impact&quot. Glazed 126IQ022 No Yes No NIA Profis--al Engineer Florida Registered Architect ore Licensed Florida Professional En g"8Gf Composite Edge Fiberglass Double Door with FL#12328-R9 Products Professional Engineer FUW53DR2 Products 3&#390 Sidelltes(InsvMg/Outswing', OXXO Qialito Aeeuranca Aoprovedfor Use Approved for Us, lmoact Dosidn Fl1nfi91&R3 Products 31 ze. Therma-Tru Fiber-Clgsicand Smooth -Star configuration) Nominal 7&#39,0&quotNon-ImpaMBquot Shaker 12131 /2022 No Yes No NIA k seek Product Model. Number or Nartrc Product Deacridion Contras Exokation Date HVHZ 1 HVHZ Outside HVHZ t P r—�-gr Quality Assurance Aoorovedfor Use Approved for Use IMUOKI Design Sw# Product Modal. Nurobw or Norms Quality Assurance Pr,ddD,scriouwn Cordratl Exdretlon Approved for Use Approved for Use Dalo in Hv1,Z Dutado HVHZ Impact Design Resistant Prg;s_k Series Composite Edge Glazed Fiberglass Single 1 TAMKO Roof Undedayments (HVHZ) Rootundedayments for use in FBC HVHZ 06292023 Yes No NIA N/A seal Product Model, numb. or No Product Daecrmtiao Contract Exmrallpn Data In HVHZ Outside RVRZ 9,,latart Prison 3 3- FLAMCO &quet:RV 10 Ridge Vent&qud: Aluminum Ridge Vents W pitched roofs fabneated 12/312024 No Yes No N/A Door with or without 19#39,2 Sidelte(s) lonsdiaiens. t TAMCO Flat Top Off -Ridge Vent with Bathe for Tile 26 ga. star .... f with venbudb belle 0910012020 Yes Yes NIA `VA from 0.025' Aluminum (Inewing/Ombewing; X OX, XC or OXO GOrdlgurat,ona) 2 TAMKO Roof Bndarlaymals (NIDNI-HVHZ) Roo}undedaymenls for use In FBC rim-HVH2 061 No Yes N/A WA TAMCO Gooseneck V.nt 26 ga. 09/092026 No Yes NIA e0/-52.5 Jurisdictions. 3 TAMCO OiFRidge Rod Vent with Battle 26 ga. static roofventllator"h integrated barn. 09/092026 Yes Yes NIA WA 4 TAMCO Round Top Off -Ridge Vent •,vith Bank for Tile 26 ga. static roof ventilator eith bane 09/09/2026 Yes Y.s NIA WA Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation page I of Florida Department of Business & Professional Regulation Page I a, Florida Department of Business and Professional Regulation Building Codes and standards lr/2D21 Building Codes and Standards 1(7=21 Building Codes and Standards 3812023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product A pproval Application Detail Product Approval Application Detail PL#17LD21Ir6 COtle Type Version Manufacturer EniIN or Car l Engineer&License Validated By �gi DataDMB Validated submitted Pending FBC Approve DJje i _ Aoorored - Status FM84M12 Code Iygg Version Manufacturer Sari w Contact Engineer&License Validated So little _ little Validaed SubmptM oat, Pending F@C Approval [Me Approved - status FLltmn4B ode � VVerslon Manufacture III or g Engineer 6, License YONOM04 BY Pug 24a Dole Pending i ed Submitted PaCAPProvel le Aoorovetl Status FLO6259-R31 Revision 2020 Loans— Katrina Jolley James L Buckner. P.E. Steven M. Union. PE 1123202D 11J2312020 112b/2020 ding FBC Appn ReN.IOn 2020 8-1 Rgamg Anderson Hoorn I uniform Evaluation Gary W. W.Ikar 11i031202C 11N22020 1110//2020 Approved Revision 2020 Global Protection Products, LLC. Tim Robinson "hillA frill PE JW, W Knezevieh. PE OgN82020 DM8/202D 10MI2020 12/152020 Approved Code Eill 0[� Date t2dte tat Date Status Category: Roofing (6N)983-6163 PE-11242 (717) 317-8454 Catagil owing (801) 380-6091 S.Mces LLC (205) 954-3W Category: Shutters 1954, GB9-7545 PE-44167 (954) T72-6224 T e y-p Version Manufacturer Contact p Eng In ffi Validated By Validated Submitted Rending, Approved Approved S❑dCatagory: Roofing Accessories that are an Integral Part Roofing System klelley1mlomanca. con Subcategory: Rooling Tiles compli'ma,Memrad!Evaluation Report from RcbrAncel5onCbttal.cd m Subcategory: Storm Paneis tin, robinaoncgrPore co Revision 2020 POLYGLASS USA Maury,Alpert, License John 1 M612020 1012212020 FBC 1211 512020 ofthe CgmplrannMairml:Ewlueli- Reportkgmis a PrcdIEvaduad- Entity Compllance, Method: Evaluation Roper froma FugridaRegltemdNoted Florida m Category: Roofing S9542331330S mal pert@polyg lass.com Robert Nieminen Knezevich, PE Approval Florida Regstered Architect or a Licensed Florida .1.Licensed Professional Engineer Subcategory: PE-59168 (954)772-6224 11/0112020 Prd.—ral Eng,neer FL#7349-Rt2 Products lJnderlayments FL#172112-RB Products ARV Assurance Aoorovetl for Use Aportiyed for Use W �t Design PLe15076-R6 Products Compliance Method: QualuvAssurwnce Approved for Use Approvedfor"a Impact Deslan 9esa iG Product Me"-NpaM. or Name S—my-Shake.•s.te.Country Slate, sort Old [inglish Product O,scns[ion Crrnhacl Expiation Data FiatP,.Ii- Can — CO 12f312020 Ii HVNZ No Outsld, HVHZ Yes aR sislaN N/A Q[ps_ NIA OualitrAssurance Ap.gvetlforUse AP.ovedfwUse Im♦_act Deslan Evaluation Reportfrom Sao ll Product Modal. Number or NEE Rotluct pactridisn Cpnpacl Exp ration Data n HVHZ outslda HVNZ Racial Pros_ Thatch &amp: Mpact At" Product Model. Numberar Name Product Description Comract Explr.lon Data it, HVHZ Outside HVHZ Raess[ard Pressure a Florida Registered 7 Deck-Aul DA-4 or TRI-Built Deck-Ar DA-4 Lwr Prdile. Pol I Poastic Rod Vent 121102025 moedtoe No Yes No +97.5/-97.5 17 Saxony GOO -Slate Shakea amp: Spilt Shake Flat Profile -Stockton. CA 12131 Q020 No Yes NIA N/A 1 20 Gage Galvanized Steel Storm Per-WHVHZ Corrugated Galvanized Steel Storm Panes retained 12r312023 Yes yes Yes NIA }"I AfChlteCtOraLlCensed Mechanically Attached to Pyuaotl Deck. t8 9 Saxony 600-Shefe, Shake &amp: Split Shake Saxony 700-Slake,Slate A.mp:Split Shake Flat Profile - Rieke, CA 12/312020 Flat profile -Stockton. CA 12l312020 No No Yes Yes NIA NIA N/A NIA 2 24Gage GelvanizedStart Storm PanelsNHVHZ grid by [lacks to provide nunicene protection. Corrugated Galvanized Steel Storm Panels retained 12/312023 No Yes Yes NIA Florida Professional 20 27 Saxony 700-Shake, Slate&amp: SPIN Shake Tejas Espana I Bamelona Flat Profile- Rialto. CA 12212020 High profile - Katy, TX 121312020 No N. Yes Yes N7A MIA NIA NJA driver bytracks to provide hurricane protection. /tl Engineer 26 Villa LowProfile -Kaly TX 12nlQ020 Nb Yes NIA N1A W F11.96259-1331 Products Quality As9U1•a oft, Approved for use Approved for use Ir�p Inc tint ��/'� ax1L Product Model, Number or Name Product Descri ion Contract Elpiration in KMZ outside HVHZ Resistant Prassure fir/ J Date 1 Polyglass Roof Undertayments Roofing underlayments 10/21/2022 No Yes NIA +N7.A!-G22.5 1 Polyglass Roof Underlayments (HVHZ) Poryptass roof underlaym erts for use 1n FBC72J23/2C23 Yes No NIA NIA HVHZ Jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayments, for use in 1223r2023 No FBC non-HVH2 jurisdictions. Yes NIA -N/AI-622.5 O Florida Department of Business &Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Page i d1 Florida Departmentof Business & Professional fessional Regulation Page 1 t 1 Polyglass Roof Undertayments (HVHZ) Polyglass roof underlaymeMsfor use in FBC12/23T2C23 Yes No N/A NJA Building Codes and Standards 2520zz Building Codes and Standards n a21 Building Codes and Standards +m2021 Lease. jurisr#rllons CL 2 Polyglass Roof Underlayments (non-HVHZi Polyglass roof underlaym ergs, for use in 121232023 No FBC n."VHZ j.1.cII prig Yes NIA •141At-G22S Product A roval Application Detail pp Product A pproval Application Detail Product Approval Application Detail Class 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlayments for use in F5012/232023 Yes No N/A N/A HVHZ jurisdictions. FL917369-R3 - Fi#i""7 _ - FLdi774-RB -. - - O 2 Polyglass Roof Underlayments (non Polyglass roof underlayments, for use in 12/232023 No Yes N/A +NIAI-622.5 Code Entity or Date to Data Pending 29aa Cods, Entity or pate 1�t. Date Penmrka Date Coe mnN or code to sae PNlrnno Dote FBC non-HVHZ jurisdictions. Type Version Manufacturer Contact Engineer &License Validated By Valitlatetl Submitted FBC Approval Approved Status 7yw Version Manufasunr Contact Enormar&Lkense Validated By Vaiitla<ad Submittal FBC Approval Aoaovsd s os Toe version Manufacturer Contact Et—U Validated Validated submitted FBC Aboul Approved Status �E 1 Polyglass Roof Underfayments (HVHZ) Polyglass roof underlayments for use in FBO1 X232023 Yes No NM NA Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, P.E Troy Bishop. P.E. IU2812M 1011512020 11IM2020 12/1512020 Approved Revision 2020 Alpine Stuart Lon-,, hCC Evemation Service. LLC WNsam M, Ranieri. PE IM112020 1022/2020 11452020 11105/2020 Approved Revision 2020 Commercial Concrete Products.lnc Robert Gills Sensual A. Greenberg John Ho/ 12J1612029 12/13rm20 12292020 ding FBC Appn U HVHZ jurisdictions. Category: Shutters (561)712-9882 PE-0046549 (954)947.0880 mikebroallamericansnutte Category: Shuctural Components subcategory. Truss Platen 1321)710-3377 (4071681-1917 slawns@alpinenw.com Category: structural Components (613)659-3707 PE-34245 i35Z 598-5311 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayments, for use in 1X232023 No FRO rom-HVHZ jurisdictions. Yes NIA +N)A/-622a SubCategory: Storm Panels Compliance Method: Evaluation Report from Florida Registered Architect ore Licensed Florida Is. -in Compu.ice Method: Eveuahon Report from a Product Evsiu.lion Entity Subcategory: Products Introduced as a Result of Na.-Technology Compliance Method: Evaluation Report from prerestgetor@yahoomm Professional a Engineer FL#1989-R7 Products Flodde Real Engiin Architect ore Licensed Flodde eorde tonal Engineer O FL1t17869-R3 Products Quality Aswuanca Approved for U- Approved for use Impact design Quality Assurance Approved for Use Aoorovetl for Use lmoact D�sron 9_ggg Product Model, Number or Name Product Dwrlodon C.eract ExpbWloa Dr. IIHVHZ Outside Fain Resistant Pressure fL/t1774-Rni Products Sao fi Prod uct Moos[, Num bear or Nam a Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 I7W BOG/Alpine Higher SlengI&amp. S) Metal Connoctw Plele 12/312024 Yes Yes NIA NIA OuNrty As—,, Awrovad for Me Aow dfor Use impact Design 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 1213t/2022 Yes Yes Yes NIA 2 ITW SCGIAIkxme Hinge Plate Metal Connector Plena f 2J312024 Yes Yes WA NIA Sea # Product Mother. Number or Name Product Description Contract Expiration Date M HVHZ Outside HVHZ Resistant Isherature 3 ITW BCG/Alpine Thur. Metal Connector Plate 1Wl r,'024 Yes Yes NIA NIA, 1 Gunny Precast or Commercial Concrete Products Precast and Preatresecd Concrete Lintels 05/252024 No Yes NIA NIA ^ 4 I7Vy SCG/Alpine Wave Metal Connector Plate 12/31.Q024 Yes Yes NiA NIA W cu U m = ) a^< {— Florida Department of Business & Professional Regulation Pape 2 a2 Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation Pepe 1 cf2 Buiiding Codes and Standards 3#112023 Building Codes and Standards &142021 Building Codes and Standards 912812021 H Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O L Jg 2tm a10 PLPo3ati1 PC1116S4fN5 w CoderCn9.,- Entity or Date � Dane Pending a*, Code tl or Die Data Date Pending Data Entity or Data pit€ Date Pending 292 � 1oi. Version Manufacturer Contact Engln,.&Llcensa Validated By Validated Submitted FBC Approval Aaprovad atatus IYP.r Ver_alon Manufadunr Contact Engineer III License ValdMetl By Yalitlated Submitted FBC Approval A,pmved stows TYyer.le Nianulecturer Camact Eaai It License Validated Ely Validated Submitted FBc Approval As,, AltdZ From— 2020 MIT., Inc. Erin Welds, ICC Evaluation Ser i— LLC ICC Evaluahon Be—., 01N32023 12202022 0IM3/2023 Approved Revision 2020 Weyema.user Rob Soldvin ICC Evaluation Service, LLC Ian Lehrer, P.E. 02102/2D21 10/lam20 02/03/2021 April Animation 2020 Alpha Aluminum, Inc. Jose Silva Luis R. Lomas Steven M. Urich. PE I Ill W02D 1Ill &2020 11(202020 Approved Catogwy! Structural Components (952) 898-8635 LLC. Caleggry: structural Components 1253) 924-3475 (6DB)839.3288 Category: Panel Wells g i407'i 509-2006 PE-62514 (717) 317-8454 SubCal,SubC,eegI Truss PEvolu evleden@mii.com f205} 599-9900 Engineered Lumber Compgance Memad: Evaluation Report from it RWertBaldnn@weyerha euser.com Subcategory: Shots e al ph aalurpnuminc�yeho z Compliance Method: Eveluelicn Report from compliance Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation, Report froma Flarlda Registered Architect co a Licensed Florida o.com f L#2iSTAI D Products FL0527•R11 Prdwas Professional Engineer Q Quality Assurance Aporov,d for Use A,grcvad for use Imbagt Rests^ OLNINv Asswance Apgrovvd for Use Aoorovetl for Use Impact coati rn FL#18544-R5 Products Sao # Product Model. Numb. or Name in 2 Product Description Contract E-ii-Aion Dale HVHZ Outside HVIH tip P � � Product Model. Number or Name Product Descrlotlon Coni Esdralic n Date in Will Outside HVHZ Resistant Prsssure QualNv Assurance Approved for Use Aoorovetl for Use iftmad Dealer) J 1 M18AHa 16 ga. high strength truss connector plate 1213112024 Yes Yes N/A NIA 1 Microllem LVL Laminated Veneer Lumber 0313I2023 No 'res N/A N/A asp n Produdt Mote. Number or Name Product pas-n b.sr cgmrdpt Expiration Date in HVHZ Outside HVHZ Resistant Pressure r� 2 M18SH9 18 gat super high strength truss connector plate 12131 Q024 Yes Yes NIA N/A 2 3 Perak, PSL Turn"rStrand LSL Parallel Strand Lumber OS13I2023 Lamnn ced Strand Lumber 03/312023 No No Yes Yes N/A N/A N/A NIA + Alpha Aluminum Solid 8amp Vented Aluminum SoAU Alpha Alumirwm Solid 6amp: Vented Aluminum 071302023 No Yes No N/A 3 Nai 16 16 oa. buss cmnmtw plate 121312024 Yes Yes F11A nfa 4 TJ Ran Board Struciunh Composite Lumber or oriented stnrld 031312023 No Yes NIA NIA CMU &amp: Wood 5dfiv CMU &amp; Wood 4 MT18HS 18 ga. high strength truss connector plate 12l312024 Yes Yes NIA N/A heard Rim Boded 5 MT20HS 20 ga. high strength trues connector plate 121312024 Yes Yes N/A WA 5 Weyerser Rlm Board he .0 Oriented Stand Board Rim Board 03/312023 No Yes N/A NI/A. SHEET NO. G iLiB M118 tags tress epnnectg plates +2p12024 Yes Yes N/A N/A 7 TL20 MT20 20 ga. these connector plates 12/312024 Yes Yes NIA NIA March 6, 2023 PA 1.1 I -Al III I I _I ' _ I I MR( 111 1 -s-r Florida Depathnent of Business & Professional Regulation Peas l d 2 Florida Department of Budnass & Professional Regulation mono l of 1 Florida DBpartine nt of Business & Professional Regulation pose 1 ee i Florida Departinmyt of Business & Professional Regulation pspe 1 el1 Building Codes and Standards 614=2 Building Codes and Standards ena2ad2 BURding Codes and Standards entvamt Building Codes and Stadderds ener2o2i C (D -6-0 Product Approval Application Detaa Product Approval Application Detae Product Approval Application Detaa Product Approval Application Datod 0 O L L 111J17gaaatl - .: .. :.. O C oft, Dw Poodm ga c Editrw 12.M� ! DdePod Do. cm1b aWhrw 9i 2P4 Doi Panaw 44k SAln. 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Wndola Robinson ManuboW*rAsaWa Ito CRUCKF nglnelArl CaAlosm Wndowa Robinson PE44135 (681)6264405 CPNaNY: Egeror DOarS RoblrM NMuleGaarAabolMlen CBllpt EngkeMilg 5a11CW►a7 HWM-W&IdW (841jul-Bom (551)49140W amammslolp lbMoradmidr (441)021-GOW aubC&ImBap alding ElRrbrDoor ArembOR M41)121-5= ('JWI)014W Cemp0eme ill~- Core aadbn Mirk or L*N PeeepWuoleoplowope CaropNa Melded: Ewk aeon Report from a pe0sprpdndsPProvsi®pe Crap0anr Mrdho& Cordoned n Mrlt W Usang peaswoduatspProval(Ope Iles Florida Reglstioed Aehrolotor a Lammed Rcircle Ils.som IWO" F1a11181.A7 Prduw Pmisatl-,d Engb+w �IM4ar2YiCaiaa Aaeraved rr ua. A �t161! 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T3-112• x 9M9 0008=3 No Yes ND +26.,TS 1 Swim 1083ding Wendel@ SesR lO Mnli Flengso Skiing Windows 0512&2081 No Yes ND NIA 2 SWN 1O1I afdig Gas Door VI Belt Panel Food 'C'Door(Sld@Iy, 34-l&18• 03,26=2 No Yw N. +3as35 3 SBles l(V20 &Meng WNW %W SUrg W roe (11110)1, MW x On OOf27l2Gl3 No Ya No +3&-m x 81-112) 4 Bens 1020 elders Wrmow WOd Skills Wri p(Cx,4W 31'i 0a127=9 No Yes Ne +3x9s 3 8Nbl 10120r1s 8ad1ngakw Dbor Yby12APeiroJf eldig Om Dow(7r x ar) 1Df0W2G21 Me Yes N2 +3Wds 4 s«es,JIU 28aedlrlGasDebr Ymylsire* P"Few 10,Doe, (gbl@k47-irrx DWI 86.1Ry No Y. No +2WW QuokerARooea Aaerarad Fer Ua Approved for Uo AIM d�L And Pmdrd MedN.ill uebr or Nor Canlmd Stallion Deb In" Cu 0t Powim 1 Series 100 co avmpns WAwnS&kcal OMR Door VW 24W*10)r Sleet cam Door(96.117x W2402031 by `m No +2OL25 g6 im 2 Slow I or Erompm orAmnlBond GYr Door VaA81 gee Purl From! 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March 6, 2023 PA 111 Simpson Strong -Tie 2020 FBC Approved Products Updated 12302020 F direct Inks to al SST approvals listed below. CLICK HERE. For dire I s I S . For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CLICK HERE. FL#2355-R7 iii Product Model. Number or Name Product Description 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titen stainless steel masonry screw FL#9589-R6 Syg" Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI SD10212 Strong -Drive SO Connector Screw 3 SD911255, SD92123S Strong -Drive SD Connector SS Screw 4 SDCF22434. SDCF22512 SDCF22614, SDCF22700. SDCF22858, SDCF221014, Strong -Drove SDCP Timber -CIF Screw SDCF221134, SOCF221334. SDCF271958. SDCF272358 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong-DrneSDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500SDS25600, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drove SDWF Floor -to -Floor Screw FL#10007-RB Sect X Product fu odel. Number or Name Product Descrntion 1 ATR3/8, ATR112, ATR5/8.. ATR3/4 Threaded Rods 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BP1/2, BP112-3. BP5/8-2, BP5/8-3, BP3/4, SM41-3, BMTU03-4 Bearing Plates 4 CNW318 CNW1t2 CNIWS/8, CNW3f4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTU075, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97 Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD48. RTUD5, RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledovin System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 314" Uplift Rod Run Tiedown System FL#'10441-R6 Sea X Product Model. Number or Name Product Description 1 D7T2 Hold-down 2 HDC1014, HOC10122 Hold-down 3 HDO8, HHOQ11, HHOQI4 Hold-down 4 HDU2, HDU4, HDUS, HOU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation, anchor strap 8 MPAI32, MRAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 1D PAI18, PAI23. PA128, PAI35 Strap -style purlin anchor 11 STHD10 STHDI0RJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3o2020 For direct Inks to all SST approvals listed beiav, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Marti -Dade CountyNotice cf,Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1 9116' and heights ranging from 5-31B" to 15-118" 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3116" in 13-1/8" 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-112' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1/2" 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 118" and heights ranging from 9-1t4" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging From 3-318" to 7.1/8" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 1/8" and heights ranging 9-114" to 32". FL#10860-R5 §gig Product Model. Number or Name 1 ABA44.ABA44R,ABA46,ABA46R.ABA66.AGA66R 2 ABU44, ABU44R, ABU46 ABU46R, A605-5 ABU5.6 ABU65. ABU66, ABU66R, ABU88, ABU88R, ABU1010 ABU1010R, ABU1212, ABU1212R 3 ABW44Z ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7.7 4 AC4, AC41R ACE4, ACB, AC6R, ACE6 5 BC4, BC45, BC4R, BC6, BC5R, BC8, BCS2-214. BCS2-316 6 CB44, CW. C848, CB66, C868 7 CBSQ44-SDS2..CBSQ46-SDS2,CBSQ66-SDS2,CBS086-SDS2,CBSQ88-SOS2 8 CC, ECC, ECCU Series 9 CCO-SDS2.51 ECCQ-SDS2 5 Series 10 CPT44Z, CPT66Z, CM88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z MPS88Z 16 PB44,P644R,P646..P666,P966R 17 PBS44A,PBS46,PBS66 18 PBV6..1`BV10 19 PC44-16. PC46-15, PC48-16. PC64-16, PCBB-16 EPC44-i6, EPC46-16. EPC48-16, EPC84-16, EPC86-16 20 PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC5RZ. EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL#10866-R5 Sea # Product Model. Number or Name 1 I FSA 2 FRFP 3 GH46-6. GH46-8, GH48-6, GH48-8, GH4/0-6. GH410-8. GH66-6.. GH66-8, GH68-6, GH68- 8, GH610-6, GH61M 4 GLI35A, 01-1358, GLB5C, GLB50.. GL67A, G1.8713, GLBTC, GLB7D 5 GLBT512, 36LT612, GLBT516, GBLT616, GLST520, GBLTS20 6 HGLBA, HGLBB. HGLBC. HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPIOSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1114" to 9.1t2" and W2 ranging from 3-5f8" to 7.1/2" Screwed column caps with W1 ranging from 3-1/4" to 9-112" and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plata Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie M20 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 0 For direct links to all SST approvals Isted below, CLICK HERE. For addtionel information regarding Florida's Statewide Product Approval System and Manx -Dade County Notice of Acceptance (NOA), CLICK HERE For direct Inks to all SST approvals listed below CLICK HERE For addtiorrel information regarding Florida's Statewide Product Approval System end Mom -Dade County Notice of Acceptance (II CLICK H ERE. FL#10446-R6 FL#10456-RO Sea # Product Model. Number or Name Product Description S.ea # Product Model. Number or Name Product Description 1 A21, A23, A33, A34. A35, A44 Angles 1 ST, BTB, BTH Brick Ties 2 APA21 APA4, APA6, APVA21. APVA4, APVA6 Outdoor Accents Angles 2 Clil CMST14, CMSTCI6 Coiled Straps 3 APB44, APB44R, APV866, AP866R, APBW APB88R, APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518, CS20, CS22 Coiled Straps APVB44R, APVB66, APVB66R, APVB88, APVB88R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 CompressronfIrension Strap APVDJT2R-6 6 DSP, SSP, TSP Shad to Plate be 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z.. H16, H16S, H16-2, H16-2S Hurricane Ties 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HOT-3, HGT-4 Heavy Girder Tiedown 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 1 Hurricane Tie 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2-SD83. HSS2.3SDS3 HSS4-SDS3 Heavy Stud Shoe 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3 HST5, HSTB Straight Straps 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 1 HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Strap 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twat Strap 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 13 FC4, FC6 Framing Clips 15 LSTA9, LJSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 UghtlrwistStrap 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. Zvi MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 20 1-30, L50, L70. L90 Angles 22 MSTC28, Ili MSTC52. MSTC66, MSTC78 Straight Straps 21 LCE4 Post Cap 23 MSTC48B3,MSTC6663 Pre -Bent Straps 22 LS30.. LS50, LS70, LS90 Skewable Angles 24 MSTI26.. MSTt36, MSTI4$ MSTI60, MSTI72 Straight Straps 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, li MTS30C Medium Twist Strap 24 LSSJ26LZ, LSSJ26RZ.. LSSJ2%2. LSSJ2&RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bringing 25 LSSRI 81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW1312, RCWB14 Wall Bracing 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 27 ML23Z, ML24Z, Ili ML28Z ML21OZ Angles 29 RSP4 Stud to Plate Connector 2B MMHB Roof Tie -Down 30 Sol. SP2, SP4. SP6, SP8 Stud Plata Tie 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS15, SS2.5. SS3, SS4.5 Stud Shoe 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115.. ST2215, ST6215, ST6224, ST6236 Straight Straps 32 1 Roof Tie -Down 34 TB20, TB27, TB30, T836, TB42, TB48, TB54, TB56. TB60 Tension Bridging 33 RTC227, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWB10, TW612, 7WI314 Wall Bracing 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WB1013C, WB126, WB126C, WB143C Wall Bracing 36 Z2, Z4. Z44 Panel Stiffener Clips FL#10447-R5 FL#10531-R5 sea x Product Model. Number or Name Product Description Seg ft Product Model, Number or Name Product Description 1 CBH2.37x5 5, CBH2.37x7 63. CBH2.37x9.75 Concealed hangers 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (DU, DHU) and top -flange (DUUTF) hangers 2 DSC2R-SDS3, DSC2L-S0S3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9/16" and heights 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116". 4 HCP7.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 5 HHRC2-2, HHRC42, HHRC42-2_ HHRC411 81, HHRC44, HHRC52513.25, HHRC5.37r31Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from I-W" to 7- 6 HRC1.61, HRC22 Hp Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8", 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 8 LSU2Q LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10 Face -mount hangers 10 TC24. TC26, TC28 Truss Clip HHUS725/10 11 THA29, THA213, THA218, THA218-2: THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422, THA426. THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-314". 12 THAI1.81122, THAl2 06/22, THAl2 1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed. 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU26, HII HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wdths ranging from 1-9/16" to 7- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19-114". Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 18 VTCR Valley Truss Clip greater than 2-9/16" 10 HUC01.8119-SDS, HLI 81111SDS, HUCQ210-2-SDS, HUCQ210-3-SDS; HUCQ310- Face -mount hangers SDS, HUCQ410-SDS, HUC0412-SDS, HUC05.25/9-SDS, HUC:i 25111-SDS, HUCQ610- SDS, HUC0612-SDS EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 For diect Inks to all SST aPP rwals Wed below CLICK HERE. « For addtbnei information regarding Florida's Statewide Product Approval System and MaMHJetle County Notice of Acceptance (NOA). CLICK HERE 11 HUS, HUSC series hangers Face -mount hangers available In wdths ranging from 1-518" to 3- 9/16" and heights ranging from 4.5116" to 11". Concealed flange version (HUSC) available for models having width equalto or greater than 3-9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 518" and heights ranging from 9.1/4" to 16' 13 LGU3.25-SDS, LGU3.63-SDS, LGU525-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LU026Z, LUC2102 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15116" 17 MGU3.63-SDS, MGU5.25-SD6, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 1/8" and heights ranging from 6-15116" to 19-11Z'. 19 MUS26. MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9116" and heights ranging from 3-1116" to 13-314". Concealed flange version (SURC, SULC) available for all double N 2X and 4X models; only aclrte flange is concealed. C= CV 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 6" and heights ranging from 2-5/8" to 11.1/4" 10667-RS _J JW Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7-118" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2' to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 518" and heights ranging from 9-1/4" to 24" 5 EG5. EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-114" to 8- 7/8" and heights ranging from 11" to 32-1/2". 6 EGQ series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 114" and heights ranging from 11-lt4" to 32' 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1t8" and heights ranging from 11" to 32" 9 HS series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" and heights ranging from 10-112" to 28". 11 HGLT series hangers Tap flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-tt2'to 32' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 9/18" and heights ranging from 18" to 26" 14 HUSTF series hangers Top flangejcist hangers available in wdths ranging from 3-1/8"to 3-9115' and heights ranging from 5-3/8" to 13-1/8" 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1/2" and heights ranging from 3-7116" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 5-318" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 5-3/8" to 32' 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 5/8" and heights ranging from 9-118" to 16' 19 JB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-31S" to7.1 /4" 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3118" to 13-118" Simpson Strop -Tie 2020 FBC Approved Products Updated 1230i=t, Fa direct Inks to all SST approvals listed below, CLICK HERE. « For additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), CLICK HERE, Simpson Strong -Tie 2020 FBC Approved Products updated 12130/2020 For direct links to all SST approvals listed below, CLICK HERE. « For additional information regarding Florida's Statewide Product Approval System and Maori-0ade County Notice of Acceptance (140A) Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 � For direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), LUCK HERE. FL#11468-R5 18 SfLBV1.56, S/LBV1.81, SILBV2.06, SILBV2.37, SIL13V2.56, SA.BV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete S/LBV3.56, S1LBV3.62. S/LBV4.06 S/LBV4 12, SILBV4.28, SiLBV4.75. SILBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, S7B2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon Product Model, Number or Name Product Description 19 SILTT20, SIDTT2Z, SIHTTI4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel 1 HHUS210-3; HHUS210-4 Joist Hanger 20 SlMS760, SIMS772 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 2 HRS6, HRS8. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avaiablevltth hex head In carbon steel and Types 304 and 316 3 HUCQ210.2-SDS, HUCO2103-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Situ Plate Ties stainless steel. or with countersunk head in carbon steel and 4 THGB2, THGB3, THGBH2, THGBH3, THG3H4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 5 THG02-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGOH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD509341 Then HD Threaded Rod Coupler for concrete 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, THD37212RH. Titen HD Threaded Rod Hanger for concrete THD50234RH, THD102121 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#11473-R5 FL#13904-RS ysea X Product Model. Number or Name Product Description Sep # Product Model. Number or Name Product Description FL#16230-R8 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3. 62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SDSG CCTQM5.50-SDSG, CCCOM3.62SDSG CCCQM4B2-SDSG, Soa # Product Model. Number or Name Product Description 3 H16, H18S, H16-2. H16-2S Hurricane Tie CCCQM5.50-SDS0 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 2 EC;CLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET HP Epoxy Adhesivefor masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT.. ECCLLQMD5.50G-KT. ECCLRQMO3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Batt 2 Wedge Anchorfor masonry 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7 00, HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM21 LGUM28-2, LGOM28-3 LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD•H4SS, THD•H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 10 META12, META16, META18, META20, META24 ME-FA40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.56f725, MBHA3.5619.25, MBHA3.56111.25 Masonry Top Flange Beam Hangers countersunk head 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.5611 88, MBHA3.56114, MBHA3.56/16, MBHA3. 56118. MBHA5.5O 7.25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.501925, MBHA5.50111 25, MBHA5-50/11 88, fill 50fl4, MBHA5 50/18, MBHA5.50118 6 MBHU3.56/9.25, MBHU3.5611125, MBHU3.56111.88. MBHU3.51 MBH U3.56/16, Masonry Beam Hangers FL#16937-R3 FL#114WRS MBHU356118, MBHU6.5019. 25, MBHU5.50111. 25, VIBHU5.50111. 88, MBH U5.50114, MBHU5.50116, MSHU5.50118 §ga X Product Model. Number or Name Product Description ld&g Product Model. Number or Name Product Description 1 X3481018.5K, X1S1016, Xi B101 84K; XQ1 S1010. XQ161016-4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 1 DTT1Z Deck Tension Tie Drill Point 2 HD12, H019 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 3 HD36, HD58, HD713. HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 4 HTT4, HTTS, HTT5-314 Tension Ties Sec # Product Model- Number or Name Product Description 3 XM0114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW2230Q SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22l Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex SDW22634 4 X0114S1224, XQ11481224-2 5K X114S1224, X0112S1224, X0112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 2 SDWC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point FL#13628-R5 3 SDWH193WDB, SDWH19400D8. SDWH19600DB, SOWH19800D8, SDWH191000D6 Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU34BI016-5K #10-10 Strong -Drive XU Metal Self -Drilling. Tapping Screws with 4 SDWH2740i0G. SOWH27BOOG. SDWH27800G, SDWH271000G, SDWH27120OG Strong -Drove SDWH TIMBER-H EX HOG Screw #1 Drill Point §ggjg Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drove SOWS FRAMING Screw 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22500. Strorlg-Drive SDWS TIMBER Screw (Interior Grade) 2 SSTB16, SSTB20, SSTB24. SSTB28, SSTB34, SSTB36, SSTBI6L, SST620L, SSTB24L. SSTB Anchor Botts SDW522800, SDWS229100, SDWS221OW, SOWS221100; SDWS221200, SDWS221500 FL#35320-RO SSTB28L 7 SDWS22300DB SDWS22400DB SOWS225CODB SOWS226000B,SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior G rade) SDWS2210000B Sea # Product Model, Numberor Name Product Description 8 SDWS22312DBB, SOWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector FL#13872-R4 9 SDWS27300SS, SDWS274008S, SDWS27500SS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47 5 FCB49.5, FCB411 5 Bypass Framing Ftied-Clip Connector SDWS2710OOSS, SDWS2712DOSS 3 FPHSD34S101B, FPHS03401016, FPHSD34B1018-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Sao X Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHS03481214-5K Drilling, Tapping Screws 1 CMST12; CMST14, CMSTCI6, CS14, CS16, CS18: CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MSTI36, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25. MSSC2.25, 1.25, MSSC6.25, Steel Stud Connectors MSTI48, MSTI80, MSTI72, S/MST27, S1MST37, SIMST48 MSSC4.25KW, MISSC6.25KW 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15383-R3 6 RCKW3, RCKVi RCKW7 5, RCKW39; RCKW5.5S Rigid Knee Wall Connector 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 9a) 7 SCB43.S. SCB45 5, SCS47 5, SCS49.5, SC13411 5, MSCB45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Straps 33 mil (20 go) §tgl Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5/97, SCS62-5111S. SCS82-5/118 Bypass Framing Connector 6 LSUBH3.25. SUBH3.25, MSUBH3 25 Bridging Connector 1 AS 18, AS 1 SSS, AS 1856 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18. ST22, MSTC28, MSTC40.. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self-Oniling, Tapping 10 MSTC66; MSTC78., ST8236 Straps 88 mil (14 go) Screws 11 MTS12, MTS16, MI MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1B1016-4K, XQ1S1214 XQ1131214-3 SK, X078S1224, X07681224-3K, 410-16 412-14 and 112-24 Strong-DriveX Metal Self -Drilling, 12 S/81.56, S/B1.81, S1B2.06, S162.37, SB2.55, S152 68, S/133,12, SB3.56, SIB3.62, S184.06, Top Flange Joist Hangers FL#15730-114 XQ1I4S1224, XQ11491224-2.5K, XQI12S1224, X011281224-2K, )(3461016-5K, Tapping Screws 5164.12, S/84.28, S1B4.75, S1B5.50 XIS1010, X1B/011 X1S1214, X181214-3 5K 13 SBA2.12J8, SIBA2.12110, S/8A2.12/12, StBA2.12/14, SBA4.18/8, SIBA4.18/10, Top Flange Joist Hangers egg Product Model. Number or Name Product Description StBA4.18M2,S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD88, S/HD86, SIHO10S, S/HDIOB, S/HD15S, SMD156 Heidowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, SIHDU6, S/HOU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, P7RHA3, PTRHA4 17 S1JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete Q) .C_ U) � .�_. U N L Q � O U cia iLL N �O C O O N o U O > . Cn W '� E O ry L Q -0 V J Q L Z March 6. 2023 SHEET NO. PA 1.3 MIAMMADE XILAM-DARE C OLTITn- PGT Industries. Inc. PGT Industries, Inc.. PRODUCTCONTROL SEC UON PGT Industries, Inc. 4i4i 11905 SW 26 SueeL PN= 2as -NOTICE OF ACCEPTANCE: EVIDENCE SUB1][ITTED NOTICE Of ACCEPTA�NTCE: EVIDENCE ST-1334][TTED DEPARTMENTOF REGMATORYAINDECO-NOWC RIESOtTRCES PLER) Ni smt Flort-da 33 '175-244 N'OTICE OF ACCEPTAINK1: EVIDENCE SUBMITTED HO-UM AIND CODE _4DMl2%1STRATl0N_Dn1S1O_N 7 (-ad) 31-:-250 \-OTIC'E OF ACCEPTANCE www.mijkmWade 1. Eildence submitted under preiious NO -A D. QUALIT"Y ASS _TKkNCE (NOA) _rov.'ecozomv A. DR-ANCGSB. TESTS (continued) 1. Nfiarni Dade Department of Regulatory and Economic Resources (R.ER)- 2� "i Cz PGT Industries. Inc. 1070 0 TechnologF Din e. 1. Mxmfacturees die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 North Venice. FL 3427-5 (.�nbrvhted under.,V0.4 No. 11-0107 04) 21) Uniform Static Air Pressure Test. per FBC. TAS 202 -94 1� 11ATERI.A.L CERTIFICATIONS a ca C= W_ SCOPE: 2. Dra-wing'No.]NID-55". 0.0- titled -V inyl Sliding Glass Door NOA (Lb4Y_. sheets 1 3) Water Resistance Test, per FBC. TAS 202-94. 1 . Notice ofAcceptance No. 1-"528.14 issued to Vision Extrusion Limited for thew Ct CL ThisNOA is being issued under the applicable rules andregulations governing the use of constrt"onmatetials� The through 21 of 1-1. prepared by. manufacturer, dated 1010.5,155- with re-irision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 --White Rigid PVC- Exterior Extrusions for NImdows and DoGrs7. dated 08 C documentation submitted has been reviewed ark accepted bvNfianil-Dade CcuutyRER -Product Control Section to 04-1'0511"17, signed and sealed try A. LynNfiller- P_E. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 expiring on 0930-19. Zz. ALIULOntv Haymg JV1i5*Ct1CU (AliT), be used wMiamt Dade County and other area s where allom-edbVthe. 6) Forced Enty Test, per FBC. TAS 2 02-94 2, Notice of Acceptance No. 16-0920,08 issued to Extru%on.Liinited fort , -- YE a) 13= This NOA shall loot bevalid aiterthe expiration date stated be lov_ The lNfiami�-Dade County Noduc t Control See tim B. TIE STS along with markers up draw inns and installation diagram of vinyl sliding glass door. prepared 1000 Tan 2021 and lighter Shades (Non-NA-luite) Rigid PN-C Exteii-or Extrusions (In,Nfiamt Dade County) andortheAlU (in areas other than.Nliami Dade County) reserve the right to have this L Test report on 1) Uniform Static Ak Pressure Test- per FBC. TAS 2021-94 bv Fenestration Testing Lab- Inc.. Test Report No. FTL 8549. dated 11,0615. -s-igned and Windows and Doolls". dated 12,`08516. expiring on 12,29,(2 I. product or nuiterial tested for quality assurance puiposes. If this product or material fails to perform in the a c cept ed 2) Large Missile Impact Test per FBC_ TAS 201-9-4 staled by Id ahnis Ortega. P. E. (Test report revised on 12 �0414 5 and 014 lf 16) 3- Notice of Acceptance No. 1-"529,15 i&sued to Vision Ev.-trusion. Lmiited for their aLmner, them qmx& cturef ivill incur the expense of such te-sting and the AI-Umav immediately revoke_ modify- or 3) Cychc Wind Pressure Loadingyper FBC, TAS 203-054 6. Test-repoft an 1) Air Infiltration Test- per FBC. TAS 20-2 OA -�-T "Brown Coated (Painted or Laminated) White Rigid PVC Exteiior Extrusions for 7.1 suspend the use of such product or material within their jurisdiction. RER reser,,es the right to revoke this along with marked -up drawings and uist2lation dia-gram. of vinyl sliding glass door. prepared 2) Uniform Static Air Pressure Pest -per FBC. TAS 20'.211-94 Windows and Doom` ". dated 08i'13{15. expiring on 09-30.; 19- !:7 acceptance. if it is detemuned byMiami-DadeCounr} Product Control Section that this product or material fails to b y Fenestration Testing Lab, Inc.._ Test Report No_ FTL 87 17. dated 12,-0 7 il 5 - signed and 3) W titer Resistance Test. per FBC. TAS 202-94. 4, Notice of Acceptance No. 1"'712.02 issued to ENE Fenestration Solutions USA, meet the requirements of the applicable building code- This product is. approx-ed as described herein and has been designed to comply with the Florida Building Code. - sealed ky Idalmis Ortega. P_ E. (Test repW rm ised on 0_2 1,5: 16 and 02,24.46) 4) Large"Missile Impact Test per FBC, TAS 201-94 Inc. for their -TANN 3040 and Lighter Shades ("Non -'White) Rigid FVC Exterior - includin- the High Velocity Hurricane Zone 2 Test report an 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94on 01 Extrusions for' and Doors" dated 09 "15i16, expiring _`0412l. i: DE'-S,CRIPTI0"_X-- Series 5.57&2 770" VinvI Sliding Glass Door (Reinforced) wwo 900 & 13.50 corners-L-M 1. -1) Uniform Static Ak Pressure Test- per FBC, TAS 2021-94 along withmarked-up gs and installation diagram of vinyl sliding gb6s door- prepared drawing 5 - Notice of Acceptance Na. 1"712.04 issued to HINTERGI Fenestration Solutions USA. APPROVALDOCU.NMENT: Drawing No. Rev B. titled "V=4 Sliding Glass Door NOA (L-M)"_ sheet 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab. Inc.. Test Report No. FTL 95551 dated 12k4ii _5_ signed and Inc- for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior -NID-5570.0 4) Large Missile Impact Test per FBC. TAS 201-94 s�aled bv Idahi�s Ortega. P. E. (rest report revised on 0_2 1 -5.2016) Extrusions for Windows and Doors" dated 09�1 5 16- expiring on 041&20. 1 through-2 1 of 21. prepared by manufacturer- dated 10--05.15 and last revised on 021'01,121- signed and scaled by -5) Cyclic Wind Pknsw Loading per FBC_ TAS 203-94 7- Test report on 1) Unifom Static Air Pressure Test, per FBC, TAS 2021-94 6� Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA. A- Lvnn Miller. P_E_ bearing the'Xiiann-Dade County Product Control Recisions with the Notice of 6) Forced Entry Test- per FBC. TAS 202-91-IT 21) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their "White Rigid PVCExteiior Extrusions for Windows and Doors- dated Acceptance number and expirationdate by the Mami_Da& County FroductControl SectionL along with marked -up drawfims p and tristallation diagram of viikvl sliding glass. door. prepared 3) C�ychc Wind Presistre Loading per FBC. TAS 103-94 0811110147. expiring on 02,28-48. MissmE L%EPACT RkirG. Large and Small Missile ImpactResistant by Fenestration Testing Lab- Inc... Test Report No. FTL 8546- dated I I �Vtii I 3_ signed and alon g with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7- Test reports No(s). 10-002-792(A)� 10-06-IM0527. 535753-09. per ASTTN1E-84_ Limitations: 1. See table I (sheet.D and table 2 (sheet ��) far applicable SGD unit sizes- design press;ures. reinforcements types- sealed by Idalmis Ortega, P. E_ (Test report revised on OL04.46 and 0211�2016) I by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 son lei A-1 thru A-.2. -1). dated ASTMD 1929 and ASTND-635. issued by EXOV A to Vision Extnmton for cellulosic - glass types. ,sill riser (see tables B-1 & B-2. sheets 7-8) and anchor iay sheets requirements in I I thfu 16. 3, Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 11 '19/10. signed and scaled by Jorge A. Canso, P. E. (Submitted under _V0_4 No. 11- composite n-2tenal. Rigid White PVC, Tan(N2ou-white)Rigid PVC and Brown coated (Painted or laminated) white RizidIlk-T! to be -1) Uniform Static Air Pressure Test, per FBC. TAS 20-1-94 010704) (Submitted under.-VOAA& 11_0107� 04) labeled per referenced NOA's requirements_ 3) Water Resist ance Test. per FBC. TAS _102-94 9 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 S_ Notice of Acceptance No. 14-0916.11 issued to Ktiraray America.. Inc- for their 3. Egress, operabledocirs must comply%rith min clear widthor height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 -1) Uniform Static Air Pressure Test. per FBC, TAS 202-94 ­SentrvGla s Al (Clear and White) Interlaver-. expiring On 07,0*1 S. 4, Pocket walls under separateapproval, to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test. per FBC, TAS 202-94- 9- Notice of Acceptance No. 16-1117.01 issued to Ku gray America. Inc. for their LABELING: Each unit shall bear a permanent label with the manufacturer'�, name or lo-go. city. state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Missile In Tact Test per FBC, TAS 201-94 Ultraclear. Clear and Color PVB Interlavers-'. expiring on 0T0819. following statenx-w:'MMia= Dade County Product Control Approved", noted herein along with marked -up drawings zi�distallation diagram of viny.1 sliding glass, door. prepdare 5) Cyclic Wind Presque Loading per FBC. TAS 203-94 RENEWAL of this!NOA shall be considered after a renewal applicanon has been filedand there has beenno by Fenestration Testing Lab. Inc... Test Report ?No. FTL 8547. dated 1-1-04115- signed and 6) Forced Entry Test. per FBC_ TAS 201-94 IF, STATE-NEE.NTS change in the applicable building code negati-mly affecting the petformince offlus product sealed by Idahnis Ortega, P. E. (Test report revised on 02, . 15, 16) along with marked up drawaigs and instalhtion diagram of -tiuyl sliding glass door, prepared 1_ Statement letter of conformance with FBC-51h Edition (2014) and FBC-6t' Edition TERA_W�ATION ofthis NOA will occur after the expiration date or if thele has been a revision or change in the 4. Test report an 1).Aff Infiltration Tesi. per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc_ Test Report No- IFIL 6337 (samples A- I thru A-5). dated (2 01"7-)- issued by manufacturer- dated 0& 14117. signed & sealed by Lynn NfilkT. P.E_ materials. use. ardor manufacture of the product or proce6s - Mis use of this NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test, per TAS 2021-0-4 12.`06,10. signed and sealed by Jorge A- Causo. P. E_ (Submitted ante rNO-4 A-& 11- 2. Statement letter of no financial interest. dated 04-118:17- issued by manufiacttirer. signed for sales, a&-ertising of any otbei-purposes. shah auto antic ally terminate this NOA. Failure toconiplyi%kh any 3) Water Resistance Test, per FBC. TAS 202-94 010 7 09) &scaled by L�, XUff. P.E. section of thL NOA shall be cause for terruination and renwi-al. ofNOA. 4) Large Missile Imp= Test per FBC_ TAS 201-94 3. Letter of lab compliance. part of the above test reports. DXT_RTISE_AE1EN`T: The NOA preceded by the !diami-Dade County. Florida� and followed by the A I 5) C-,,,chc Wind Pressure Loading per FBC_ TAS 203-94 C. CALCT-7LATIGNS 4. RER Test Proposal No. 17-0387- dated 05 05 17. smed by Ishaq CILinda- P.E. expiration date maybe displayed in adxwhsing literature. If anypoitionof the NOA displayed. then it shall 6) Forced Entry Test, per FBC.. TAS 2021-94 1 Anchor verification calculations and structural analysis, complying with FBC-2014., done in its, entirety. along with marked -up drawings and installation diagram of 1,myl sliding glass door- prepared by PGT. dated I 1:0915and last re%rised on 02,15.16- signed and sealed by G. {)TREK NSPECTION. A cop} thisentireNCIA ill be theu5erbythemanufactuveror its distrAmiars and L by Fenestration Testing Lab- Inc.. Test Re No. FTL 9548- dated 12104,15- signed and L. NIMef, P.E. (Subm hied ander.Y0.4 15-1210. 04). 1. Notice of Acceptance No. 15-1210.01- issued to PGT Industries. for their Series shall be available for inspection at the Job site at the -request of theBuilding Official. sealed by Idalmis Ortega- P.E. (Test report revised on 01;0*16 and 01.11 � 16). 2.Anthony Gluing complies with ASTME-1 300-09- 1 1 Vinyl Sliding Glass Door (Reinforced) - expiring on 04414,21 & This NOA revises & renem. NOA020-0429.05 and consists of duspagre I and e-Mencepages E-1. E-2. E-3- E-4. E-5 Lk E-6 as well as approval document mentioned ab(n-e- I-Aaq L Chmnda, P.E. hhaq L Chauda. F.E. Ishaq L Chanda, P.E. The sub witted docurzientation was reviewed by Ishaq L Chanda, PJE. Product Coatrol Unit Supervisor Product Control'Unit Super'visor Product Control Unit SuptrTimr OA X 0. 2 1 -0 2 05. 0,1 NOA No. 21-020-9.03 NOA -No. Hw"--- --TY Expiration Date: April l.4, 2026 Expiration Date: April 14,2026 Expiration Date- April 14.:026 Expiration Date: April l.4.!026 Approval Date-Alarch 2-5. Z0!1 Approval Dat*-. NiarcL 25. 10!1 Approval Date: Ifarch :;. 2021 Approval Date, Nlarch 2021 Page I E -1 E -2 E -3 PGT Industries. Inc. CGI Windows and Doors. Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDFYCE SUB111TTED NOTICE OF ACCEPTANCE: ENTDENCE SUR-MITT1,I) NOTICE OF ACCEPTANCE: EVIDENCE SUBMUTIED 2. Evidence Submitted under previous submittal E. -NIATERIAL CERTIFICATION'S (continue) 3. New EAidence Submitted 5. Quanex Part Super Sipacer Standard complying with ASTNI C518 Thermal Conductivity A. DKXWP�GS 0.881 BTU-inj ASTM F 1249 WVIR-Pass. ASTNI D3985 03cygen-Pass. ASTNI E A. DRA'%1T1;GS 1. Drawing No..MD-5570.0 Rev B. titled "V, inyl Sliding Glass Door NOA sheets 2 190 I.G_ Durability -No Fog -Pass. f Subm tired under pretiou s A70_4 A-6. 15-0469 0 al 1. Drawing No- INID-55,70,0 Rfv B_ titled ­V inyl Sliding Glass Door NOA (LINfy-, sheets I I through 21 of 211. prepared by manufacturer. dated 10,'05,4 5 and List revised on through 1 21 of 2 L prepared by manufacturer. - dated l0t,'05515 and last m.wd on 021,01-.2 L 04!22,210. signed acid seated by A- Lynn Nfiller. P_E_ 6. Quanex Part Duraseal complyikg with ASTNI C 518 Tbemul Conducthity 2.22 BTU' -in, '-'F, signed and sealed by A. Lynn Miller, P.E. hr--ft AS'INTI F 1249 IAIXFIR-Pass. ASTM D 1434 Argon Permearice-PaS& ASTNI E This revision consists replacement of same existing installation scmv with flat head- B. TESTS 2189 I.G. Dunbility-No Fog, ASTML E 546 Dew Point Dmrelopment -201F in 48 hr.Note: 1. Test reports on: 1) Air Infiltration Test., per FBC. TAS 2024941 (SubmiWd under NOANo. 150469.05). 1.) Uniform Static Air Pressure Test- Loading per FBC_ TAS 202-94 Vision Extrusions- Ltd- Parts compbingor with P,,7C-AA1%i-k 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test- per FBC. TAS 202 -94 for Rigid Poly=yl Chloride (PVQ Exterior Profiles for Vision Extnisions, &d. AT_X- 1 by 1. None. 4) Large Missile Impact Test per FBC_ TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submined under .N'0ANo. I i- 5) Cyclic Wind Pressure Loadingper FBC, TAS '203-94 0409, 05) C CALCULATIONS along with marked -up drawings and installation d tagram. of all PGT Industries. Inc. 8- Vision Extrusions- Ltd- Parts complying with PVC-AAKk 3 03 -13 1. None- representativeunits listed below and tested to qualify Dowsff 791 and Dowsil 983 silicones. (Subw &ed tinder NOANo. 15-0469. 05) prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.- 9., PVC-A.ANL4L 303-13, Voluntary Specification f" Rigid Poly- Chloride (PVQ Exterior D. QUALFrY ASSILT&ANCE FTL-7897.PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09:`0314 Profiles for Vision Fxtrusions. Ltd--VEX.-1 by A_A_N1A Fenestration Exterior Profile I- _Xliami-Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Alurninum Sliding Gins Door (unit 7 in proposal) FTL-20- Certification Program. 2 107.21. PGT CA740 Alum- Outsw- ing Casement Window (unit 8 in Proposal) FTL-20- M Notice of Acceptance No. 19-1217.14 issued to Ene rg Fenestration Solution- USA. Inc. for E IL-kTERLAI CERTIFICATION'S 2107.3. PGT PW 7620A Ahmiinuni FLxe-d Window (unit 9 in proposal) and FTL-20-210'7.4- their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No - 19-0305.02 issued to Kurm-ay America, Inc. for their PGT PW, 7620A Aluminum Fixed Window (unit 10 in proposal) dated 07,11,20. an signed Windows and Doors". expiring on 01-042 1. "Trosffolt Ultraclear, Clear, and Collor PVB Glass Intertayers". expiring on 0T1i8 24_ and sealed by Idalmis Ortega. P_E_ 11- Notice of Acceptance No. 19-0122.02 issued to Enerp Fenestration Solution. USA. Inc- for 1 Notice of Acceptance No. 17-0808.02 issued to Kuraray America. Inc. for their their series 'White, Rigid PVC Exterior Extrusions for X%`indows aad Doors"_ expiring on "Sentri-Giast (Cleai- and X%Iite) Glass Interlayers". expiring on OT�04.23. C. CALCILILATIONS 0228,23. 1 Notice'of Acceptance No. 18-1106.10 issued toVision Extrusions Limited for their `Brown 1. Anchor verification calculations and structural analysis. complying with FBC 71y 11. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA. Inc. for C oated (Painted oi- Lvainated) White Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 0422.20- prepared by rriam cturer- signed and sealed by thew --Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 09.30,24. Anthonvl,ynnMiller. P_E_ Windows and Doors"_ expiring on 04- . 16 2 5. 4- Notice of AcceptanceNo- 18-1106.11 issued to%7ision Exttusious Limited for their series 2- Glazing complies with AST_X1 E 1300-04, ­09, -12 and -16. *AT 1000 Tan 202 and lighter shades (Non-ANlite) Rigid CelluLar PVC Exterior D. QUALITY ASSUIL42N CE F. STATE'_%f UNTS '76 Extrusions foi- Windows and Doors'-_ expiring on 12.2292211. Miami -Dade Department of Regulatory and Economic Resources (RER). L Statement letter of conformance to FBC ]Edition (2020). dated 04,22",20- issued by manufacnm. signed and sealed by Anthony Lynn.Miller- P.E. F. STATEMENTS E 1LAMERIA1 CERTIFICATIONS , 2. Statement letter of no financial interest and of independent- issued by manufacturer- dated I Statement letter of conformance to FBC 7' Edition (2020), dated 0101,21. issued by 1. Notice of Acceptance No. 19-0305.02 issued to Kurm-ai America. Inc. for their 04 '20, signed and sealed byAnthony LN filler P.E. manufacturu signed and sealed by Anthom LynnMAer. P.E. "TrosifoM Ultraclear. Clear. and Color PVB Glass Interlavers". expiring on 3. Prh-ate Labeling Agreement dociiment bemeen PGT_ dated 03.30-15 and signed by all 2. Private Labeling Agreement dated 03,08,-21 between PGT Industries. Inc. and CGI 07-08.24, involved parties. Windows and Doors Inc_ signed by Dean M. Ruart P.E., V.P. Engineering. on behalf of 2. Notice of Acceptance No- 17-080:8.02 issued to Kurarai - America. Inc. for their both companies- "SentryGlast (Clear and'4%bte - ) Glass Inteflaveff'i-s*'. expm'g on OT04-23. G. OTHERS 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their L This NOA rei-ises NOA# 17-0420.06 (PVT w,CGI) and updates to FBC 2020 (i Edition). G. OTHERS "Brown Coated Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04!21/21, 1. This NOA revises & renews N"O.-A.4 20-04 29.05- (PLA. w,`CGI). expiring 04:1126 for Windows and Doors". expiring on 09,30,;'_24 RER Test proposals #19-11555 dated 01.10,210 approved by Ishaq1_ Chanda- P.E. expiring , 2. The ctmnmt associated PLA CGI file r,21-0205.01- expiring 04, 4426. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 04.1 +21 series ­17E 1000 Tan 202 and ligghter shades Rigid Ceflulm- PVC Extet ior Extrusions for Windows and Doors". expiring on 12.11-9C2 1 Doors". Ishaq I. Chands. P.E, hhaq L Chauda . PX. Ishaq I. Chauda. P.E. Product Control Unit Supeniwr Product Control Unft Supenisor Product Control Unit Superi-ior NOA 'No. 21-020;.03 'WA INO. 21-9109.03 NOA�o. 21-0206,03 ExpirationDate: April 14.2026 Expiration hate: Aprill.4.!026 Expiration Date: April 14,2026 Approvil Date: _Nlarch 25.:021 Approral])2te- 11arch 251. 2021 Approval Date- Nfarch 2;, 2021 E -5 E -6 E -4 March 6, 2023 C/) -M >0 a) =3 a) L- t- 0 _0 0 CL cu -0 0) C--4- ) (1) to a) 4- 0 C) -CU 0 0 a) 0 0 CU U_ C) > Cn (D Cn " 4­0 CU CDL = M _0 .0 .= - -0-0 U) ca. < E =3 Cn CLi 0 > CL L O CL 0 U) M M =:3 < 0- F_ O LU < Z z SHEET NO. PA 1.4 1 1 1 11 I __ l_ " 1 1' 1 I MIAMI-MiAMI-DADS COUNTY 1�`111i� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wynv.mjam idade.eav/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of I. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ". 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both through 3 0 •3, prepared b Craig Parrino, P. dated March 24, 2003, last g j p p y g prepared, signed and sealed b Craig Parrino, P.E., on 08119114, p p $ y $ The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. F. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Sectionto be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS C 1. Test report on flexural testing on 4 ". 6 " & 12 " Precast Concrete Lintels Filled and 1. None. N This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. �- CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hannon, P.E. C. CALCULATIONS _J prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. rn QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 3 fails to meet the requirements of the applicable building code. Parrino, P E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory (fairs.ICU d 2. Calculations or Cast -Crete Lintels, dated 05/29/03, 140 pages, prepared b Craig f P g P P 7 g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on Mav 1. F. OTHER 1. Letter. from Cast -Crete USA, Inc., {fated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Qualitv.System Manual for Prestressed Products dated _, 002. 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 I. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. None. B. TESTS "Cast -Crete 4 6" & 12" Lintel Sae Load Tables", sheets I through 3 o 3, prepared b f g f 1 P y r 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade Count} Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. gone. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department or Regulatory and Economic Resources (RER). 1 None the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dude 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. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1. E-2, E-3, E-4 and E-5 as well as approval document mentioned above. pp - elm A. Makar, P.E., M.S. y i^ elmy A. Makar, P.E., M.S. 1' �i� — L elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, F.E., M.S. Pro uct Control Section Supervisor Pro-V-ct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 rnarrl•oaoe courlsr / NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 /7 Expiration Date: 09/I1/2023 .,� � Expiration Date: 09/11/2023 P Expiration Date: 09/11R023 Expiration Date: 09/11/2023 f von A0 ) �Fa 16 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E - 2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS I. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete U.SA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. F. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"' sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 2 2, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. -my A. Makar, P.E., M.S. C:' / Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E - 4 E-5 March 6, 2023 E =3 Z cn CU CIO > > L 0_ O Q L U O Cl) �J U CIO m Q O L w Q Z J Z Q J SHEET NO. PA 1. 5 I -- - I I I I _'I II I t I' i' I r'TI' I - I - I - - -- I ! I I I _'I 11 I I I I I - L I I I __ I" I ILI 1 1 _'111 I-Rh'Mr' ...00 O PRDUCT EVALUATION REPOR'1'NO, 20-072I.01 2 PRODUCT EVAI.UATEON REPORT NO. 20•r726.0 , 3 Z I 1 L ECO Ir,c- TILLIT TESTING G ENGINEERING COMPANY 22TFF,S7 REPORTS: C MATERIAL CHARACTERISTICS AND SPECIFICATIONS: _ WAtT7.R A T'LL1T, IR., Ps. tiltlN,O@W).CC Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on I'L r E. L— to ,,I I,r per 9 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL C A LL-.1 0FRH6.11 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc.. Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No 7. LIMITATIONS AND CONDITIONO-OF U$L- REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2._3. STRUCTURAL ENGINEERING CALCULATI-OHS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: 01411tal pr4tectlon prodtsta-LI Q length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco. Inc-, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wolod frame structures. 4800 S.W. 51 Street dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. Davie, Florida33314 1 PURPOSE OF EVALUATION: 3 MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. 711111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. IFt111/ 61 G20-3, Method 1 D of the Florlda Department of Business and 4, WIND LOADS RESIl�N�E ,LSlllll1111l ...:7i(���•io. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind `\,,�.�, = �Q.'\CENSF'' �9''� This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15. _ ' •- gg167 been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -- -, T * : ? Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, t 5, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.). ___•* '__'�-1, ;` '�' o . STATE OF }E at least equivalent to that required by the Code. drawing No. 20.176. r s-0.%,,,A(OR10 ,: *III� This Product Evaluation Report shall be subject to review and revision in case of S.INSTA�1*ATION; lo'''1�SS SON A 11E ' a Building Code change that may affect Its limitations and conditions nnal Installation shall be performed strictly in accordance with details indicated on waTUL 2. EVIDENCE SUBMITTED- sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D:1 TILTECO ADMON RECORDS I P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE ZLI-PRO(P.E.D.), EVALUATION DOCUMENT (P,E,R,1; drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL( DRWG* 20.1761 REPORT 920-0726.01 Drawing No. 2 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14. 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part�� f�ls Evaluation Report, ,R A. r/q'!%.. �SEaN11NlnNN+n„� W .: T)441 .... P , `���.,,,'� �• LICEN,�'- 1� `*`,.,,, - \HENS S mac: -_--�-- _- '' t `* No � -'' 410. Sg167 *4167 d x * .;*_ *sue •o'• STATE OF 's�irSs/ 0 I �I 1z,s` .� FSS UPdALEN��"`�. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-13hGne: (305) 871-1530 - � "" S31 ' hHfIU ',h"� l+ /Nn,41ua W H++`I`o CENERk NOTES: e3) IN LASE THAT FRE:AS' STI7NE OR PWr AST CUNCRE'L PANELS S' C!' JN NOGG BUROS RE F Il, )N , ! D"im 21 0e17F-%,;TING WAIL. A•KHCWS SHAL fN LONC ENC'uGII TO RIAC-. '-rq VAN STRUCTURE BENT:^ •:!NCH PANEL5 ' $Tr3R4 PANEL LI`OWH ON I.15 PRoC1,CT EVAL UATIDN DIXTUE,I Ir-E D; HAS BEEN VEA,; FL, FP. C rIuAIRY,SCE ,N .17: HCRAGE SH BE A$ ME N TIf,NED IN B I AYG "N 52i ACCORDANCE IN— THE 2p20 !?Ih EDUADN) OF THE Ft OPIDA BOLGNO :ODE .' -L .EXallh,LL-vQsI o _Y,h SP_QFI1. 1, ,-.. - O_I MITE OES,GN WIND LOADS SHALL BA D"ERMINLC, AS PER 5ECTIOIN '62(10F THE AHOVE MENTIONED :'CNN.. - '/.'r tAPCON ANCnOPS, AS MANUrArTUREG 9Y W b'JfLLC., NC FCR A WIND SPEED AS REOIJR,EO E" THE JVRISL%,TIG,1 WFIERC THESE ;NUTTERS Wn BE NSTALLEI ♦NLI - 6,4-1I.-11LLAUTE ,E-L R' AN" FWI.AT. _J AN,.H4NS AS MNIJr AC1,REC �H CG C(-STPIII.. ',. rNDD.Ic IS FOR A OIRECTN)NAf1V:ACTOR Kd-061 USING ASCE 7 t6 AND SHAH: NUT F%CFFO IIIF MAX14UM (7.'SD) ' I/4'.'AG SC4YIS PER ND. S. OE51G', FRLSSIK,'E kAr:NDS INECATED ON SHEETS ' THR! 12 I,- :5, It. lb b 7O - 7/16'♦ . ,/A' WQOC RUSHING A$ 0•STRBVIEG HY N.L �'AN' S.'REW. B(1LT a SVEC'A'I - IN ORDER VERYY THE ABCN, CDNOITIfNI .)LTHII,fE O S✓N MNG I.CIAC,S GirRNINEP PER ASCU 7-76 . •': MINIWIN THREADED RENLTRAI,DH IS;') MHr,E IF TN-C^S A`_'HCINS SHALL W I 1' ANE ' - F,CIt PANELNATE IL1'5 , ID BE SHALL ,RSTPr;-CEO As,, IDE'MHO OS B A5.5011 LOAY WILTPLi14(• 'NF6 SL BY DIN ORN. DER I( AN' PEIMA.i FFNA,E D - I r LCwlkRE t•,LiE W/ ALAS ,13D) OE:n FRi SSVRF RA IW,S INCICATEC ON SHEETS "NR'J I' Ia .N . F, '9 A i ' " V - RTAVEC PCHC-FA•CN III I.' SCSI. N ^, THE W"X FRAME JNI_ SHALL 9. '13 (HFf AOU1 11 'JRDEN V vS-inFY 7-7 ANY: 7:L N',N T.AS PED AS ':,,-SJ C WERE NLNETI =TREE-cII A '.3i NCRFASt N A. LJWANLE 4ENFTRATMJN INTO CluTCO SILL- 6E CJNS'DFtEJ AS PAL.' f THE RiG. R£? ! 1. Ar1rf NEIPAI_xl STRESS DCH MNU JAGS WAS WI: .ISEO'H •-TER ANAI ME FASTENERS SPACING I WOOD HAS BEEN DFTFRN .VCC, IN WI, O' ACCORDANCE N n S l 8 , C.! MN41N EDGE I S1ANlF 'ir h. W<, I N r. i N T•. , DG[ VL t .. N W00 5 N P AS NU 1 `: JkAYRNO 51ORB PANEL'S AUEWACY FOR 0UPACT AND WIND RESISTANCE 105 BEEN VCk FILL IN ACCUR;IANCE WI•IH SF'itbV 1626 OE f. I1 IA.^NMI;4 FEN[TRATI THE ABOVL MENTIONED LODE AS PER NtJRRiCANE ENGINEERING b TEST14G HNC PEPORT5 96-569 90 570 b 9e-11n AND ON OF *1700 5 SHM, SNN. BE S/8' I A ♦ '; SCREWS USED S_ 6F I I/2' .ON; MINIVVV IFH__"STRATION IESiRM IAP VIC REFOP'S r2032 A, /212E AS PIS rKOt) TAS-201. AS 202 AND TAS-7C] SHOULD 11OC.0 Ek IST AND I VII I4VM rI P *AI W 1A' W4,ST1Y:Ci AS WELL AS AMERICAN TEST LAB &SULTF fLLRIOA REPS %C:.ISA1 CS, AS FIR TAS 201, TAS 20. AND TAS 2o_` VANDAPDS - 51 IN CASE THA1 WECA:1 S':N'E OR REIA' CON. R PANE IUCI:G (IP W'E", [IAP55 HE FO'1ND ,]N THE E%.$TRA :' NL N'14INL14 i1TRGSICNS I. BC 6053-T6 NIG` AND 'F4FEF IUnLFSt ("4F4W $! WAL ALA W R5 $HN :( .0•IC N x. ;H T' ZF.Ar- ti W.W TR1ID'TJPE 2FH h[ �Ul,H �ANI1S - NCif.Dl SEE S•IEr 2 ANC 1„RAGE SHWLL HE S NEN OAF_ -. . 21 b _ 1, ' ALL ALUMINUM $H.E Ft uETN JSFD 4' Cl DS -FF- -II WAVE J, OS-H 11 ALLnv. r (I,) AN<_HGRC STAPLE BE NSTN Er, Fry�GW h'4 N! C, IHF FF-frNMFNOA'1'-W.'. _D f'r,,"NS': HE AN. —. I AA.YI,FAr;n,L • ALL STEEL 5HEE• MEIN $NNE F. '~ HAVE 'R11f TL14AL 9UA..TY STEEL AST4 A-6-} LRA:)E 5D M•N.MUN. ::-6( 6 PANES WAY ALSO RE IN VA_' FULLCWN'. NSTAATdY OETA LS SHOWN ON SFC TiGN ) THRb .. 10 I=MEE`a wVANH2[EI SEEL Cf5OYn0N */Fr. e4! e 'AFTER RULLFJ)) .NORAR 11HOr1GH 61 F%Cfoi •HA7 HEADNR_[Abf3SfNIL NCI BE ,KF.r ECfiW5 T; - ST u S Y • ^, ' ^R R 51�10. ' i R t : F. I N LE S >'EE. . J '-•e ,:St MLR1% OP ,.a, RO51Oh E.. N CITED 90- _ AS FER I SHAH BE THE FIESP YSD T H •H E ONIRNHIOR C vERIY 'Ny SJ UNDRESS OF •HF `IqR LCH. RE W1W RE $HIJiTER 15 lr, BE UN jOUIB W) SC ,I YIf1U c*RFN;iH ANL 9G I19. TENSILE STRE:Iti'•+ b 51'N_ I'CMP_T w/ E.JHtA B.I I,.'N„ :. " SECTION 2A ()34• - ' A-TACHCi' O'NSURL "RV FN V:H RAGE , . .-TER _ JN Pi A•'NHID Tn .,.A EEC. 3LC"_K i *fhK, FRWL m w r._,i ' 6 BC4 S TO Pc 1_:M 1-3rt:I GA.—U-GA.-U-M _TEE'_. ',R AF•50. SER.I`, 5 A.Ii F$'. SUE- 'KITH N. ... MII„W)M "ERE, .. R I CAC _G T' RN AV Kl II tM,TC 8 RG1-„ R Y r SIRE."', - 1. !' A: PE SECTIONS $ 9 b IU All Ay'FnTI/' 15 RW. ON 9W b TON 'H 5 i E". ' EP ' ANC. 'IRS -i WALL_ :LULL ,],, AS tO.if7WS N R� 6 '2 9ESFE IVEL' S W HAVi A EC -BEE NIG' REA:%Ll Ni BI[ NARKING 9i$1HUC1PaG OWNER OR - TVAY' ft IftG i'AN �.. W APi I'UEL RE NF Rf FMENi CCRKK rCR10I5 DF HVRRKNIf WAPNIIYIT.. 1-) 10 L:`+TN4 FQVRF' GON FtE-Tt ' HUE 'NSIA At,.',NTR 'i. L. •C SEA.A.ILF. A 1 9, !:TEAIR CONENI EU'.:E> IL WHH REMAIN N ', 1NTINUCLS JYIAC' - . TAPCON NC.HQr' AS MANUFA..TJH _D W F1 HI A , _ Ill ILI1, 's-192 P) THE BU'N rLEC Tr. PR=VrhT WRID/RA,N 1NTItIJON _ ,,.� IF A,K- n WLHUFS, A5 At'nI ff R "H*KTINC (NIA r'.. ]GOT; IF 1 S .. ♦ 4+'G- E� ANE'1: RS CS 3.P ICJ 9T ALL F'N.Nt S'-cal W, BOLT b SPE'.IAL ry ,.0 31�4 "AREA S TI LlAi1CN S'4-. C11-..1 WT,1 5FE S f LR 7Ef N M IIR.."IC ILLS .VI BI: i N�_ INC ZD`4IY': Hf GULAINVS un I 3000 �RONIkD R HE JI:RSO II01 WI -RE PERNI' S APP' LD TO lla to PANEJIAT6 FEUAli 'U b F• IFINA.E F' S ANO-OPS AS NAANUFACTLIRET BY ELCO'.l N'.Ik•K' ,,1 ,'1f'•J::'$ nI1 F'R..r E'rA PRFPARELI PROVE ,-, IL CNH UO.L4ENT iF'E' 9-1 -. L'41NEER :• CE11FmC ANC'.If, -7 I.IORW1,0% fwN IE- 350 P, I I- A S'E SPFCR TIE DIE •.1E CENATC R-_,. H' If: IF,1. ,. WH C'WI•^OM THL - I; 4'9 .F TAP_f,PIF MrH,QRS, AS. SUNIJA'IURED R' RC FAS' I: ORP UT`,✓- I - - -0 P­ - IF) CONF•ACTCR TO BE RESF'ON5IBLF FOR 'HF SELF. CON P.IPCHASE AND YSIAL.A''_N INC,VOINL -HE SNE'Y OF THI; 1=40DLICT A,i MINIYtIM _NBEDME: NI LV -AFCGN ANC-i- INTO PO D y 1R[JNCRFTE $NA11 bC ., .' 2' IGq --Tv FEAIAf 11q D CN .ITS PE - HRf:VIEILC HE,/511E U'ES T -F ITT FRCNA Ill::CNONTONS JETAILE,1' . CY T1.DCCIIME..R Z AND PANFNAt"F Pl IS AND I 1/1- F,. r, TAP T ANC HO"i ,J 1.. R„C ON SAF,-Y AT SRF :. THE iQNIIA, P'- E.P,)N 8111 .2; Ilk b 5OIC $E7 the RS `(:ALL RE ERETM 1/8' a1 " ROI•RE L(NARE-E - ENUC AIEV1 SIC I,I TH'S -RIFL.f,T FVA ICLIVEN' *It P '-.YCKPFTI ',V_... 1 N:i!XitE-- S` IC D SHN.. BE. PERIaTIID 1/4 D SfRE'A" USED SHALL BE [' LUNF. IIINAI:1. OJL 5TVCU IFS' NO N1N1M'JM FOR WALLS WTr' i• i-T'J..J AND. RAT W HIAVIEU ,:NT.l OR Af_ InREADED ..,PE`WS W/O 'ILA'C IH S71 ,,V F RHO--1 YN. a PIFTPARFE my A -M'J, RFLS -RED ENCJNEER JN ARC 7-' W-4'.H• *ILL KCONIE FFE ERT Wr. WING 141RS FNONEER O RECORD ([OR ) ION THE ;'ROACf .NO RHO W BI R S.'_NSBL FIX. IN F'LO CR S of ;HF FEI1 ENGINEER OfREC' RE, A,IN ., (EL ,AED FNGmEER TL, •41 A11 IN -ASE THAT FIPECAST SIONL, PRECAS1 rOMPf TE PANELS, RAVERS.STUCCO OR INDIO 1L,ARUS ILL 1O, Sb ON'H• .'EC RJGINEEh SHNLI SIB4'I T;:l THIS 'ArIF1 T1IT .r. LPL. ER ;InAMN :S -DH HF'AEW EYIST.NG *ALL O. ri.00P, .4VHO,,S FHAL. BE )HL 1N-UGH TO REACH THE 4NN STPUIT17RE bERIND 5'J'.11 I ASL5 AA,HCRAGF S1W I BF A5 4) CNIFD IN A 1) AND IN A2' (K,I THIS G AL. BeA4 ILE LATE AND CRC,NAL SEAT AVO SLI.,'JHI, (Y IHL P4OfES<I:INAL EN! CFR ,r REC dH( U' �APEU (., I .1�E�$ '.L 1N. hlTv S.yU _WA_L I.. . APC ANCHORS A.`, WNO1 REJ HT I I W 81,4 1E•. NC 1 SHUTTER MAY C..'i RS LAW SH R' ICATF REAL Ni5LE IO�AT AT STLRV PANT, ' JRLR *CCOET)ANCI WITII -C N '0'7 Qf L:R,C•A 'RILE„NG CO. JNE -ABU I / 1' e . 7, 6' t_N ✓, ANC'HORi AS VM r.CTI PE E 'E*A 1 NC i­, DO P A ' SHJ.' L Rc Ur EI FOR EVERY OPEN N'. LOBE' TSO Tfr .OUR T W111 Sf-Tit N , 7L9 N : OT M /I•." F I.,4- 50LIJ SST ANCHORS AS OF R;BUT EL aY ALL L, -. RFIR Y()l A 'AL.T` L •L'JPIUA 3JLDIN. I'. ILIF /14 N ".10 P") I) LHIS CROWING SHIALL ONLY BE ,,SEU TO 'L VAN MA Ec HI AN N i PLUS f I Ili 1 -H / f h NNE G LN L. S I C A NNJ+ U ED 3Y Ill ` lM.l RV :N CQ[iNN P[RMIT; Ri THE STATE OF FLORIDA c FODU 1 (MN .�]J]1 p ) NN\11111111111NI11, A ",y I /.' r . F •Ar GRIP ANC RS AS M,.AI ' - TVHE O " IN. ,All RAT :)N x"N CEP T!( ♦- _ Qom'`/t ''i FLORIDA BUILDING CODE (Hi h Velocity I; 1 w NJII' EMbErvEN A. icl AHCNCr . iicc TANLL4ATT`' A,L :r IAFI-"R✓ ANC-N'R, f ,IF 10N 14.' `\C ✓ - Y Hurrltane Zona) ZO GAGE GALVANIZED STEEL STORM PANEL _«,,ie. . :ALK N t sam-sue ANr.,OR. ,,W, BE EMBEDDED N0. 4'167 c - - ---- 1/B' IJO I_4MC, FTI. 9'v1K WI- NO E. Z NY 7 - a7/_III0 INTO STIn:CL HALL BE PFkMIrID H r 2C SCREWS Inc, sw'PE _ _OIC MPH4L4 ;r«,'�,A occc--.�.*,-,�_-ems (GLOBAL PROTECTION PRODUCTS. LLC. wrc 1 AN) " NINI. 1U Fr. Wh It Will 4( Sl,IC^ : •• IL E C O , IMC------- SI.LAT - 's''P�' '. F(OR Dp' ,yC v— +LLP Tt'amuR mNam�NnRmo CIDNVAN: j Ems'. row tv>.nAP Tr 5 r..z cns•leee-ex 20- 176 F_-� )., - t - I iTv 4 F, I .'FsslONA . �J� -".AFNw HI- .. vwr :; N _ ,""'N _ NS" :1FLG ,.` - -i=-J Y,cTT cr 7e INSTALLATION DETAILS FOR REGULAR PANEL; A' dE =j INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ca"', ANEHDR, CONCWCIE ANFJ,OR, (E SUIEDL. ON (ME a T,dNLrGH. el MNO" ANCHOR$ (SEE SDNEDUIE . SMUT, a I'.I(IVrM 9) _ E - (SE[ SCH na," oN - SH[jTS 6 iHIRO'ra11 9l -�, - D r-_ \: CONCRG POURED I CONCRETE REOLIRfD. - I ` LONCNErE ANC.xNHi (SEE SOH®'AE art �� I 4 -, ��� I J STETS a 11ROI.YaI 9� - - • Yirl - EY6TNG PoJRFO ! : 4 CONCRETE REGL'IRED \ I cat y,,, -. .- A S /4Y ,S • � �Y� ! -... t!1' I ya. #I - - a' i_.1_! »'�/ ��'pNJ E MJISW )10.!/: �,c , L_ I - _- , ..• Oc =- -1 _' 1 EA51,NG --ED E D i I' 1 i I i� i i 11_ i � E%;STNC PWRE� E.0 1 P I , i ��' f - _ I 11 r�� ALEv[-EDT I Ii� ... ' I I •\ ,✓ �I ' CONCRETE REOVRED. ( p,,. 4'1. I 1 G l ,, C-.. � 1 S 1 6 I 1 6 1 1 I I sr SodaNF o ! I e b Sitar nln e ! ➢ 1 I �., -I,OA ,D"A. mT,.1eHKSH H 1 I I- ',� y5q I , / � I. r/7 I I I s¢ x+,mu_L t 17 1/2• a.0 ' rt •r'wt' i i useI. 1 I I I. Faris H 1 I Y 1 i w YMGa I E 1--r ' •+'ay._.- 1 R i :1 ° 0 -I 1 ! 1 Y BAR --_1 , 1 V If Or Fro � I I ' 1 L: 8 i i ; T I 1 1 I I if - ! ' ! 1 ) I -- I i . F)` Y a_A4N ! 1 I I E r 1 1 1 I 1 1' O !' I I I 1 - J I t I 1 I 1 I 9 , i I I 1 i I 1 1 1 I 1 1 }N} : G I II i ,'I 1 c• I ' 1 � i I I tj I I i 1 1 ! i 1 I F.,MTING =oL1+ED f c I I CONCRETE OR I �TA'.. , 1-Y5 mR e CONCRETE BLOCK _ ,ILO • REQUIRED 1,2 ,/7• cf ., 1 I `) I I l ' ! I I::ci ,• CK. mea s , 'TM�' T A i '> I/7' a.C. ¢ I rr I I I I r'I _,,rC.CRETF �� I I E i - I 1 E.0 ; 1 1 (FISTING POURED 11 I .ONCRETE OP. L_� _-A II S BLOCu W � i >.cY.]!3r I I- 1 we Mrt R - E ELT snn W f - B �-' t I r FFSTING KIURED E D I CONCAr'; OR I 1 CE BLOCK —`__._ REO'JIREEI -N i e 4 man�* t ': r,7 0C k 4 , . __ L IIII 939 .,S;iN. `OL` T,' u 1' N+n -1 �J';- _.J - - CO RETE AACHOWS _ 'I"f1 a — CONCP[TE -s/•°- .� Wrt'6A�:%iShT' ---(ED 0 VA ratlWrON) REOWRCONCFFR -.4 E - / «iilY�r'SIF STAG¢-ED -/ STUp- r AI [..F 011 / , Cw `/ •NLHOkS (SEE MNMLE W CO.ORE:E ANCHORS , (SEE MHEANi OI � Ns p W •• o: SEE MNEJI11 . - 4 sus R sy'0C (WE SCHIMUCE ON SHEET, a nMauGH 9) SHEETS a `NROIaH 9l SHEETS- A MRDMH eI SHEETS a YROL,OH 9) WALLSE 10 G CEILING A�41LMOUNTING BUILD. JfiCOUNTING ALTERNATE $gji,Q_ OUT MOUNTING MINE 3/8-V SCALE3/8-1' SCALE 5N6-,'S scx-, 31/ 1 I L I ' E.Q. - EDGE DISTANCE w-Ree I E- t I5� (SEE SCHEDULE CN y, YO" ,EMAATn, ! ( 'D I3 SHEETS a h 9) tO "AN. i + !� I ��l1� I �i.NG P/ a si II,., SILO • I NOTE FOR CpMBINM.N_QF SECTIONS FWOI---` i 1 1 III 1J7'.1 ! C� `NSTALLATION R �frle TOP @ BOTTOM MOUNIINGS CAN Elf COMBINED M ANY WAY TO SUIT ANY I I A ,6',tv (/ ; - F E%IMnNG a�REDI w* CONCRETE3/4 '_ _ E p _ �T - i f - �..• 7 0 FLORIDA BUILDING CODE (High Velocity HUMICaOe =7070 Tn TECa, M. 20 CAGE GALVANIZED STEEL STORM PANEL Zone } , v C-1-ma A,cHonz (SF[ YMI,VLE aN SHEETS 6 THROMH 9l �` * _ = o: '*= 9'. LATE ;;F-. - o ' r� _ -- GtOBAI PROTECTION PRODUCTS. I.I.C. �„ s. 0pe/2ma °An CEILJNG NI R MOUNTING %�F''• DRIDa = a's tn+ ''.,, sFE/ ' • IILIECOEEee .eao,W. t 5TF[P ! a,' / .,N NAL IE `?r nILIT ]TIM9 W rfA9lNecWwa COMANT Gv,G FIT ,33,. 'v'�imi °mm"WW ANY PH wt (u. ®6- 5.6, FA (9,. me-e 9r I _ 20 176 SCALE 3/8-1' I rp lam InH.m n" ."m" ' F �F. G-ooasn9 -1 LwA_ N-. E SEN •i01.,TUAL/GlE - TEN A , * . PE ,- ,,a., I. .41 7 '7--_ " - _ LM[T a QF 26 -- 1 1 L ECO uvc. TILER TESTING 6 ENGINEERING COMPANY WAt,TER A. TILLIT, IR, P.E. tilteopgraal.coi F I PRODUCT EVALUATION REPORT IT Lic-Na 44L6, ,L':.n. Lt1RN,e J, I AOV19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2• .._RO�UCT EVALUATION DOCUMENT 1P.E.b.): Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/27/2020. This drawing is an inte�4ad+ tEoiFjjtis Evaluation Report. `�E _%!!L1/l �s� --NE f. -'i 1167 -'r i * * -a'• STATE OF r'4 b;, •F/OR10?.'.'4' 6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305') 871-ltw I—�IS`T')-1531 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - 15196• (IGIAL WIDTH) -- _ 15196- (TOTAL WIDTH) _ - 12.500- (EFFECTNE WIDTH) -_ ' - 131•-. - --1350' - - I.M. -- • �0• •.500• .'♦ • - - 1350' . - 1. , DDSs' WN. nWCH 350' - r- - -' � - - - `• i .,,.. `Z -_..�, -A 1 .. - l _ L � _ _ _ �"•�"_`� W.YNIQED STEEL j 1 `i00_ - AST, -651 J .k• `zsp• `\ f/�1 f. A: � 761]• i 00J6• YIN TTEEL % `• J' •IEDGEU J'✓ 7, 657• GRAGC •A MNIYWt.: NEDGEp A L-e0 OALv / - 2000' 7SD' TYP HEDGEG CALVAW7ED STEEL / ASTY A-651 _ EDGE r' TO1W, I7ttAa A.. I CDOF 2�10-, �, 7W _ t ' aCTA4 HEDGED _ " y' MADE SO WN 4 G-W GALv - _ - J A_ -( J 1 ' j1ETNL A _ A�,6.B _ _ �-�... _ ��qq - I . CAIJUL A ' 48.e `%)�. -{� I 13w, --1 7:1 T - 6.250• - - .350 O1 STORM PANEL 0 END STORM PANEL - 2 ter m. - 1.I50 ice- .-. -. --I _ 2.187' -I f'A1111 Y EN0 LrY L 1 250- ,W- R. O 12t' lJp' "_ 1 - _ - 7'.10• 1/.*. 2. ,/A'--IU. 1.15' - SG SERIFS !D. ,FINES ' W/ rq AF4Ea F1JGF / - I 1pO R a. � T — I 1 - 211 SS s,rm mvETEn 5.S. Slip Rnf TID -750'_ I TD I'IG!F a 10 - �" - _ ` I r .7J0•- wy6H,Hv- - I__- -_ ITT- 1 O OB' 60 7 J] 5 I �t' - I I' ,I - - - . 093' 7 Oct:' , I^7175' I ANGLE e ' - It I/1' O.0 ,2 1/1. O.C. - - - -_ I _- •-.SEC , 500•" 1 SOOT I 939' 9IS' DETAIL , DETAIL t IEuurD R. a. 37s^ !,] s .13a- 1L 7 . ' ,25-i P`. -` C7 /� ',, R - 10'� - 5" Y0. - - I.500' - ---t 500'-- ISOMETRIC VIEW DETAIL A , I. - 2 ODO"" ROUNDED CORNER O ENDS Of PANELS FELL R -- • - 2 000• _ NI END uF w/ HE4MEU EDGE A' �� HEADER 3 'U' HEADER 4� ANGLE WITH STUD 4 ANGLE WITH (N.T .2i t NirLF. REVERSE STUD - I V tEs OET'li SEE _-_ F I tf . 344' - TDF EDGE .DAL' '.37i 066' - 750' - i ' 390' , ,07•I 063' I ) � '-17" OF PANEL _3A•'♦ . 1S8' 6• 186'- 31O• _, 1_25• .'.-20. 30. SI.IES T E60•I 55 STAR 12 1/2- TO 'I-)' I ],' 6}g0' LL�Ra2 y rI I ,' C63..t I }t 3 I.6],' SAL 1.500' f--t5/1.'.HOLE""' oP•1015• STVO LOGTON AT `/ I I 150. PANE,. OTRLAP .B5]•- I I I1 �.Evr. 1 f - AR' rk3• WASHER e�5 : 084- - -,-" ) 7 boo I I ® KEY HOLE - - 063• - -. © " F' TRACK ANGLE © ,318" 'F' TRACK © FLAT PLATED - ­ 15' �. 0.036' (MIn ) - - D94 G4LVANI(Eb iTEa - /^' i 'r _ ! __ , _3,4'! 'Il) oa]' •1 `ec,?, k T,H�II,Li ,AHiI�y, cy1Q~'�CENS,&'..r WITH STUD 1 375. •+--a39'P 675 •a `jIr - I 11 - - - - - 7 441 N 0 6 .-* ` A75'- 62_y - ' _ ? *' * t FLORIDA BUILDING CODE (High VelocityHurrIcons Zone) ' ` 250• I ''1.-' 063• _ _ i� a 1-IL :7'. _ _ in]5• �'T'0 w,NG NL-" EDGE OF PPANEL © KEY HOLE - STATE OF Ir 2 -'O CO D* -�'� = "% FF �?.-•' ' .na. In. .i 20 GAGE GALVANIZED STEEL STORM PANEL a6,w �._ — - 2 000- - . ! o]/nl2a2o -, AT PANEL %1„S 1' PROTECTION PRODUCTS. U.C. GATE ILIEC O s'�___GL08AL NHH.._`,e . •'1,F /7 IMC A-00,. ,I SIM ." \ GM- R v3,. ALUMINUM ANGLE N[FRNATNELr. USE -:NC NI n */OUT MONOUK WASHER W/ .ODm,oNAL .r, ,1 �C{_, T wr_*-GMW ccNFR t .Loco FWRRa AdW (6, ).e0-TSb, FN' (11.)m9-eT97 20-t76 r.�. (mm, m r -. Is.1 0, nvi,� • 1/8'.•3/]2• *AQIER (STANLESS S[I OR 4XCL PAIEO ST[rL) PE GLISONATLME/.n CAa00S719 d OR *F.R w LTEA A YUJI Jr.. PE - FL01.H,QI 7 FIT":.• HH67 INSTALLATION DETAILS FQRR REGULAR PANELS; 1 & _1A EW MORES DETAILS FOR INSTALLADCH IN POURED CONDUE, INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WHIM IM OR WOOD U'lK_N OR PANEUNATE ItMALE W. GONCRETC ,NE„ORS ,!,-._>a�,A•:� VAUD FOR REGULAR, LIFE SAM AND E-Z K" Sfi)RM PANEL $� PANELWITE PLUS ON LT TM.WIw I.0 15 W/ ]R'-a]/3t , I - NF ..' 0, ISFL SCHEDULE ON SHEET e e 9) (SET xHIL. ON 1, - ACFTs a TlRovcN 91 j _ I • - - - F I ;1- ':4; Mi _ .rrF_ -I---I1 '12' r ice: 7,E. 1 - � I ' : �o r.. T I ~l,-- - MPa j . CONCRETE POVREp : I ED II ur'`f.r n' V' ar'°l" ImE°r I I _ rw LOLL ( 1 � ,-® PEOIBRED. 1 4 C-H , ` �? � c •.. ,.. — -.NaI ED I !I i J t __ _ I, w.� I I �y 1 C%ISTUIC POURED I 1 1 �[H, 4L Aam W 1 CONCRETE OR I I , y I - 1 I I 9 I �" "" '� I-T1H..I 1 CONCRETE BLOCK 1 I i 1 1 I I - b REQUIRED- i 1 I �. C - 1 i I � i i ! � CASE A LAN) 1QW fk .. m f._I.. "�' r 1 1 I 8 $CN.F 3116. i/A'.,reE.. ,I � I T -�-%i ,w�i W CASE 9 fPUEN) " ,z..c ti i A, 1 I ii O•FatN a N - 1 ,', " SUAf 3/16-1' ,- - I NwE �" ( z sr, F,N . - z ) I - 1 I Y: X 7 r„/'' «n',.'..P'r. mr'.°. . �� �'o'cauu ((( C�i �ea� ,r jl ,8r "tea rYci�EOR0 ,O/Il6r_t_ I I -I 1 ) _ I 10 — " I I _ 1_ I -, � Im.'� Thi* I i 5LH YA1FDUM 6 _ hY..rm YPN4 OF --j ; + W '71- I �� I i f i I i ` r.L__EeaPaY •.I I I J/�''� '", 1 --- 1 1 . 1 M TRIO 1 I . I1e I, 1,7..J1 - 1 w -. 1 IT, I ( 1 I �,/ _ am"Yw�• ♦mo H- E%t5 T; D PC'PED E D I ( ♦ I CONCRETE OR I 1 ' CASE C (PLAN) .0"Os E e;.00F i i E D 1 SCALE ?/1e-+• CASED (PLAN) ExisrtR FDURCD I I SCALE 3/,e-,- CCRCRETE J H Bt - I CONCRETE BLOCK S-- _-.__ .*Wr9 uPv„E RECUIRED - I /7' 19oLTs 'T., 'ilQ, 1 , , l'tr'.% »/ Y - ram'' n_ ar.m Learn. FaiNi a -a r""O"'iaW,W n . - ruA-IN OR RANELAIATE __ _-. - }',•- � Y(1 a e' of awv' t6: "avr,o a` "' FTYNE o AND ANS TE M- ,. OH. - rIQN�A q PLUS OR :l TM -GRIP . AM ANCHOR. i 4 i --Rm A. .TfA."['r i. (ALE SCHE_ A ON. IW sLIEtNtss oN wars a 1HFOLHG. 9) C .�_:... WALL YbU(ij1_tlt'1._(QAI(,,) BUILD �UT �.t '* SECTIONS �5 & 6 7 I '"'~- - L0eeS6N SECTION NN..A- eE m.- t 1'.PA MULE 3/6.1- SCALE 3/8- I' -' »e.., ' aPaNC -oTKI I - ,. -- TOP � ® Au =d 10 EDGE OF • NEW IT .DE . YARIES . I/e' E.D- -EDGE DISUNCE '""�'°" i1.; iWCr. NUM TUBE OR I• (SEE SCHEDULE ON I CASE F (LAN) • CASTIND STUCCO/ PT W000 auTC SRKFF F I I SHEETS 6 4 9) ML•A'E 3/16-1- 1000 BAND I f - ', J, e NEW 1• WIVE . 'ARIES ,I I/6• I -- NQTS FOE_ COMBINATION Or SE[I,IQtI __ ALUM. TUBE OR I' , VARIES 1 P 1 WOOD PLATE SPACER j TOP k BOTTOM MOUNTINGS CAN B BEHIND tRA(]1 )( WNCRPE ANP.aRS I COMBINED IN ANY WAY TO SUIT ANCASE E (PLAN) ,•, .- .. T-... !ME SCHEEnn! ON __ I INSTALiA'lON $CK[ !/t6-I' iW.TIS a nr,MJLH 911 I -'ACV. :Lott N /1, I � 0 I-, " EJ- �_' �Eq A. T/�(/f'A, =_='T- _- =y F......... . ' 'g -- _ Ex151INc POURED - ,w, swcn H ,11/. Er ✓ -FLORIDA BUILDING CODE (High VelocityHurrlcons Zone) RIE OR _ RSQImIAt 11/2• Wn CONCRETE BLDCK - SAFCE H,.;H1 tc E OI TART A A .1 COIN` p4 �A T14i ? - `2°}0 DL'r� 'c �20 GAGE GALVANIZED STEEL STOW PANEL f !• YRA REQUIRED IYOrs ,ems NO 4� 167 ., FAR,rN tr z` SECTION X-X _ * ! * ° t MULE 3/8-'- - - in ~ +J - / ' 1 R,/2a/2o29 5 TE Ok ! TI L ET C O E FE a GLOBAL PROTECTION PRODUCTS, LLC. G E DETAIL FOR SPACERS REQUIRED AT TOP OR %�9'. - Fsa9 s-. $1 Snlm '� �'' * `��,T✓�d"'4/ nwE rl'SnNa 1 67dNEEMN9 COYPANM G„C. R m,. BOTTOM TRACKS ADJACENT TO STUQCOZ)WQD BANDS ', �F o RIEI , gT ., rN „�♦ H Y oNE (9,.fePF.,E .s, r15 L+e• e.9-en7 20-176 11, f ss/ s!>oN n,-•w .« Tel .H-IY, , INAAINc NA ALly�N.nlWc/TAAn - u-oaoa719 1'llll IIINIRIN �Mt� TNaFT LT•!1 - _ w .HER , a r PRODUCIEVAI.I:A170N REPORT NOT 20-0727 a2 2 2.2.-T01REPORT$; Large missile impact load tests were performed under SSTD 12-99 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 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. 16KMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2."TRUMBALMINEERING CAj&ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor i cho 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 Tilteoo, Inc., dated 1211 0/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. - r�aZ� ,A,Ir'[U -'"�4ENSF'' ✓. 11 - ,--F_a `4167 & tr, * s -a9', STATE OF /'. - ae•• 1,LORiOQ 4� 3 5. INSTALLATION: Installation h I s a I be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. _#4 () (ll U) L_ Co I- Cv -6., U _0 CU Q O L_ c -6) co -I-' U -0 � U) CU -0 U -= -0 _a C Q -2L a) C O U_� 6. MATERIAL CFIARAGTERIST]CS AND SPECIFICATiON& Ca O �+' CQ , — Co > Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document drawing U) -- O (P.E.D.), No, Q 20-175. C• se (1) L_ }, � CL Anchor specifications shall be as Indicated on sheet 1 of 18, of Product cz = CD � Evaluation Document (P.E.D.), drawing No. 20-175_ � _0 .— U) Q -71 V.. 5- �7 7.1IMITATIONS AND CONDMONS of USE: - 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, C. • Indlcate� on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 .0 ' LA prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. o 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES U as defined on section 1620.2 of the Florida Building Code. CO ELK; a C 7.3- Product shall only be instated into poured concrete, concrete block, and 114 C"! s wood frame structures. E\7 _ - a2 c Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Llcens c� > E tz No. 44167), President of Titeco, Inc. (Florida CA-0006719). c - Q ,1111tN{HIHHIry/ !0 . - ° a 0,�11 - `,1�P. . ENSF'I. V. > _ �� Mcr ',7 ': � 37 _ * : k wATLI f ,,•1 § S�,\rF C}F Ds TILTECOGALVANIZED TEFL S RECORDS L P E. G 2D-175 R GLOBAL PRO tJpOj .. P&.(StjGC'ES ... L49, GAI.VAP712ED STEEL STORM PANEL IDRWGR20-1751 REPORT#20.0727.QR ,1A'•, OR10rli ssro� X E� 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, 1 W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/t0, 6W/11 & 7W/11 - !' 4M _ _ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHIM B A, 9 _ 3' LIAK_ I' uw FOR woCC SEE SECTIONS ON SHEET$ 10 A 11 1• Ada. F _-_ —a---- a — 01 � I o 0 o a -__ -..- ..-_ ___--_ .-.._ _. _ - D.M..2.(�.®+�1 - .. _ �1 �J' ®� (R. © --�--.--._ _ -_-__ . -- ... _--_ _ . f __ _ _ . .- -_- .. .- •- I� I I 6 I. - - . - . . EG o . .- ": I t I, _ • __ , ' 'uNBUL1Ep PANELS - -. BOLTED PANELS W/ 1/4.-2),11' _ - -- 'S5. M.S. BOLT W/ 7/8• 3/S.' I- '' (SEE SECTIONS AS wINGNUIS O CA OWRLAPF `t SECTIONS AS APP SEE SEC LK:ABLc IJ . II . - ED I i I- - � i D.M..®.(4.®+�" - - . - h- ®+J'®-8. (�Or-Ia_ • 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, - I.IM. - 1W/10, 2W/10, 3W/10, 411I �6/5 SW/10, 6W/11 A 7w/11 _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 8 S 9 _ FOR WOOD SEE SECTIONS ON SHEERS 10 A 11 REGULAR STORM PANELS J .'' & lk ELEVATION N T.S. •• MI R. GAP 2 67` TURN CNFRLAP -I Y'A-Rf v,NLEY,' i — _ - ___ . -. _ �. .__ I - --_- -- -- - _.__- .- - __.._ _-__ _-_ __-. _. __ ' 1 1 1, I .,/.' 1 A • 1, i A:.. TNL<' GAP > y.�EP It 'S, X � �r�3.Q',••'` EN ''•'9 '', FLORIDA BUILDING CODE (High Velocity HUIrican. Zone) Z - — _'. ♦c 20 GAGE GALVANIZED STEEL STORM PANfI P NO 44167 : SAW e SECTION A -A *': ' , * : --_ 9]!Ee/70]a N.r S. . � '-,..,-;-: I.. (GLOBAL PROTECTION PRODUCTS. LLC. GTE Il ECOIre. 'o'•. .ATE �€ (� .Wa ,.L ��'.�� ' OR1TSk-. IR,.f.i.E�'"o a ERII; E 1N0 COYPAMY GTE, . s331. ,A'.c'^tt,,. rr.�I. l� i'�':l�n.%cV ..., lad.,` Sly. ,_ r.,°'IWM1 m,,,. PNDNG. I.N)®R-7N5, Fro (W.)Ee0-.A] 20-17s uJ r!' ~Sc Hi- ' Pi At ,'s'v--NATLRR/GEL ;I_`Ic0E)1. y"Fill N.111111M`• NWT' A T"•P E LIQ1 J W 2p INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS CONCRETE OR CONCRETE J1 A 16 BLOCK STRUCTURES _ ANCHORS TOR CONCRETE SEE SCHEDULE ON SHUT 9 POURED CONCRETE POVRED CONCRETE POURED CONCRETE _ FOR WOOD St'F SECTIONS ON SHEET 12 OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCe. 3' I 31. • Ma REOC,RED CONCRETE ANICSIOR, REOU:REC ANCHORS REa,OIND CONCRETE A,1CH1Dn5 Y'^. (MN. 07ERIM .1 nTaJtE VAL �'I Yn U1. , 6M17 _. _ - 6, e. >Q (SEESHE SCN17ARL On SHEET 9) (SEE CHEYE ON - iseE wIEOULE c« SNT 9) (s¢ saEouLE aN SUIT 9) _ _ Will D.M. .o r91V+1 a i• • s - I, ' 1 I 1 ILO E I I ED ll L' i( 1 wF - zo i I f ' - j I I ss�//see 4,n I , Y..T I' ' I 1 - m I i I - __ m ears _ i' �W.Fc"NVl3� [vUn 1-1A 111C,mo a 1. - 41 O J ' a 6 tY a n i C I - ��. { F e�aTii �� I T i Jf , I9 RaIT A y H ! i 4� r F'0 I .I •f I� I , ;I/a'.-ALIT I 16 I55 BaT, */ 4 ,7(e`r S ]!SE• {.� i t t TY91a Kli ♦ RAC.' I (re . OEERIAR jl • i1/i..t0.'• 1 ''� 1,6 60.R -! d ,- 1" . 3!]. $0 I g I WNn AA,T s Gall f i O.ERIn- i 0 soz �11A1_20.,. �'A I I I I Df L' 1„ BOIL, */ AO I 1 ! i — IT/9 3/J2' 1 i 1 1 I1 ,»VrC"rM CKH L ' a ,� 1 1 1 IO A, t , I 1 i l T6 f I , 'f'__L l N ' i + I- ? I I __ _- _-- __. _._.L I ._. e w I E S A �I a. 501E -qAN. - is I t DF •L' l 1 J = 4 - ' - - A e. IL O/R •N7 3• ... Yc. D.M..®M ® Ro laEn7 - AN, [." i i D•J'" I - , I ._I) '�` y f (`.' MAx soz 1 i _ OMA% i. ( j, - MM. ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ F FOR WOOD SEE MECi1pH5 ON SHEET 71 T/8-N2/N' E iD i E D E° REGULAR STORM PANELS i t k ELEVATION mooc2 SCALE S/JY=T'Lam' y��1' - Ia I- _`'- �' , ' E -E i I/•• MA%. GAF I . I 7 _-- SOD. '_.�'.. 7.6]- lMaF• ,,,,.. - • 1;'4'. 8",3/ 4' S.S. BOLT W/ 2 1/2-/32' SANG NUT b 12 1/Y UC I ' ' CCHC*M ANCHORS (M,N ONF76M -1 MAYF /-� �5t{j ��_,/ 1 ��� ��'• • f TE ANCHOR, ,IAi,OONFO W/ CO IE RIETEMA ANC DksON sFE YHEDULF ON _�� (SEE ScHMAL ON / E _ART 9) 1 l' ALA% C.W - •! `, SI / ST'A (SEE SCHEDaE ON SHEET 9) SHEET %) ROUGED CONCRETE IW SECTION A -A (TVD.) POURED CONCR[IF OR W.Cem ILL . cGNI DR C-ONIINC'DQ SLOCK FIGURED CONCRETE BLGCK o,ARE-D SCALE 7/32'-" REO NI'm MOUNTINGDIRECT AND W46 LIP OUNTING INSIAWADON SECTION 8 SCALE 3/8.1' SECTION 9 SCALE 3/8-1- SECTION 10 /g8.� �xLN1}}11R•.,i1HN„/1 P Tf(�/j"✓'S .: '� '-. y�,. DENS , ¢ a FLORIDA BUILDING CODE (III Velocity H. come Zone) K,1E.10R COMaB�(L17QN_9F <rrT(M : ;' NO 44167 F7OA MTECO. AK: 1 2D GAGE GALVANIZED STEEL STORM PANEL r.P Dom, BY E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) TOP 8 BOTTOM MO•JNTINGS CAN Of COMBINED IN ANY WAY 70 SUIT ANY : * : * ; - _ _ _ . - `-. t— - t• a 1 GLOBAL PROTECTION PRODUCTS. LLC. SATE 0 /',, I LT EE C C (lee ', ! "1 �0' F '-d'� I i . Kits, or/,e/xo2o Gtf INSTALLATION. ,, Dt• , ,C •., ,R. A. �S 1. TIWI I.I_ 10i ffiIlta. Na cGWAN1' PHONi. (9,.)ea9__'. I...M.F-enr " 20-176 ' ,C`rsf NA ,6 ;, - -- /I"Ili1 ...I, `_ R, ,A.t ,.1. -1 m-,ai•' I N.wc N- IIYNII N/SVJ41uF[/GW wrLaR A DLLR 7r 1 i-� - _ - .m A naau Ix i1 o7 - - of a Q Z Z W J LU Q Z Z Q -1 11 SHEET NO. SH 1.0, L - - - - I I - I - L_ 11 I I _II - -I[ I I 'I I I III III- mr I- __ I- I I I I III .- - I- -]L- -t - II 1111r. 1'_ IIII-1, I'll [IV'- - ____ __ I 11 I-o" - I - __ ___ -----[ , 111, 11 I --- - I - i SO - I I IT . TFITHEO. o,NPUMT, - I- ­ , WALL AND FLOOR MOUNTING INSTALLATION - FOR - T=,., - - -1 .-M A TIT - - � ,,..". _­­ I "----, ,REET ... ) 11--, 1, `-NUT ,,� I CoIcTtm I _­__ , � ­­­ I q.." NEWITI , t D _:�l I , I �k I I I I 11,� - S, AT/... - I - .( . - - 4- y------� -r f r... 1, �. ! ;aU, - Au" I ! 9! / a L .4 .. I �� I IT FETI - , , LLA II I . �. 21=1•.K.-I. - .•- - , - x: ----. I ". I*;__ IF � , "Ono", - -, -NUUL,,F, _11 �111 _31____1__n_,(_`aNE`Nz-__ ,I-- . I I :__,_1_.__,_A__--' " 7--T-r-Fn I t I ; � I I . . ____ SHITT" , .1 f III � - -- t-1 -----,- � Ir �� _=T;-i_=-��- 11 ��., -, --- - - � i i I I --i 7-T � I ; � I 1 � 1 � f I 1 1 I . I I . � � -I � A, I 11 mr, I, .. � � . f- , " _­ , - 2 , L " I I' 1- \ " , 1. U" I- ,,, i t, i iz I I q.T. - M. -*.- _11) . I. .. , , I , " i i I !, � I [ � � , 1 ; I I i I ! : i i i . j . T � i I i ; ! � � I ! : � i ; 1 1 1 1 ! I , , � � A"', I � ___ , 1 � - OUGE I W. � ; i I �, - - __ , - - �2),/W. RMETI, - - . ALL ! e, - 0. .! !L, A= _­ 1, * z1&T_ c, --,Q, I 1­-4�,).s`_` ` ' i I i I , I V It I � ! , I � " I i I � � . I I i 1 ; I � 1 1 . � � � I I ; ! � I , � i : � � , 1 , t 1 1 , I I I I I I L � 1 j � 1 ; � I I I- I3 : . -11'zl .. _=1 I- _o,wTvI � _­ -, it - ?12- I MADICt./ 2 V., " - FEWYNA`XW_ ,�l ___ � I I I � I : �! I 1 ![ . � I I � - I I , I I I I 1 ; i i i I I I i i I ! ___�___r - MIN ED X10 nulb- . I I , , I . � i I A i � � I I I ; : I It �. I I [ f 1____1 I __ I ;� I 1, iA �. I T � 1 - 1 - -4--t -- * 1T - , 1 1 - � I , , I 4� I , I k ;,i Mor" , i I 1 1 � I �11 , I I` _. I 1_=_ I �j ELUATIOb WR. �=, " I . IT . J,L 0!1 IT, mm� , �, inw-straminvot 1. - u- : I SCAI 1/4- - IT ; 1i � ; : I I , ! - 1 � - 1 1 ,._1------- ".71-- DETAIL I '--tom - -_ I= TIT - ,RmD, NWSSUW .. I, .: I ­__- - " -7 1 ­"�T ___, Wo.D.I ---, -7 J-7 I ;; � � ; . ,, , 7 -T 777 � 77� 77-7 -- - I "I --.-.--.--" ; q:; jI I - � I 19 - _: _. ,� * - . - � � .�I` It 1. -I" ­. - � F= " �- - �,', I � � 1 41-M . ", - -! ; I I � , .1 I I. MY , - -� �.-(D-t --- 4TT7 I I i T . I I I I z PTNT, : I � I I I 1 � zi w, - ..�o : 7-T-11, `­-�-,­,`�,-, ­55'..." 11 -..,I: � � z I . � I I I . I ... I I � - I . 1 3 !I 1, i i 7 I 1; - I, , 11 I � � ! � I . � i�� � � . i I =��__ ��11,,,_ � 16 -491-1 I � I I I , , I � i -----? I-,.--. , I ".. ,7 I. - -,-= . 14' � i � ,� 1 N'TKYA"YoN - - - .. � '_$N1 -14- E. L I 1 � ; 1 1 I I I � . � � '� i 11 I � � , , 1 ____� UrKIEP"D, I I I I - I I—: I ;I �� � . _ S, �1 NS *,.T Y10, i 2 ! nLJo it- -3 Mic., --- _,__­ ".I �N,• I ' 9 e I I i : � I I I . I . I . i I , 1 1 , � : 1 � I : 1 ; I 7 1 1 1 � , � . 1 1 . ! ! , ; . . I . . L r � __L_j (9I1.,._1_ : - I - W_w _. NINE, I . I I. �_ - � . , _' � I v ."o F­ M=, ­ r=j� ____"r WITHER. .ff - ­`�� Ill j'i I I :: -.11 I - II I: ., J� I r 1 1 � ,- - I! l. ; I /.w� I ill - 4 I A* I I ' � '!L _ _ _ _ a - I `� I I , _ ;�_� , ! 11 I - ; , I T, 1 ----c ,,= ,_.P-T__ _�e_ __ 1� � , (_� �) ­ . ,-; \ I OAI, �, . _I,A6 INDITT . 7 --=I 'Ill, , ,I! - I , . � , '. I _.t_ , 2 MP..__ _ ,-, --- L. -1 I" I - I I . 'I-.# ,- i SECTION Y-Y I SPLIT STORM PANEL ELEVATION I ILI. I � ;I . , I " I I I I -, %"9 ­ . DETAIL 2 SCALE I/.-.,- W.. - SCALE I 18`� 1, , % ; � f 1-.91cm, , I I - , LIT , , Kwwo� �_ MULLION SCHEDULE 1 - r��, - I- 41, 1 1 " I \ I I _ I I Il :A , IT I , C --- : , �� M.T.MULLION REQUIRED Mn.mI SPAN (R) .- TUBE MVLL*N I - -comoTsm, ,FcNoiIi I I'm Ic"a"A' C ,.-IT - 2- , 5' . I/6" IT. .1 i ,.,wit IZINN04" KA.,%.!Q,;4v,, I I I � . , L_____Njpft .MEMP. ze - ./W-Ir .. - > 4'-d' TO Tl'-W 2- , 4' , 118* PNESsum: AFFIR, I -i ­. * ... V� 16" - , =J -;_- -) ,I, ­ .., ­- FIT , I - � S,-a- to 3'-,O' � " S' *, 'I.*- I -------W le-4- vVII % ., . =;�",)" .. , a, SHEO'I. A 1) ,_,___,' MI -i � V-10, 10 IT—" 2' . 6' T � /8' � z .* N0.44167 '. I z : I SPNMS V MR A1 D 00-GN PRESSURE RATING 14 = * = , : z . * .*E = _'. - - . FLORIDA BUILDING CODE (Nigh Velocity Hu .arm Zone) , UP TO . U p,, -12 0 pjLf .: ENSION 5 LL K ORIENTED 'To STORM = L OL PANEL �S LENGTH 9'.. ` * ...."4?. DIN,. - . - "LTDI - ,P i 20 GAGE GALVANIZED STEEL STORM PANEL OTIMAN 10: SECTION I SCALE 3/6- t - __ ... _1 � I 1, in /m/m TI . - __ I 11, , I 1. I 111LIECOINC PROTECTION PRODUCTS, I.I.C. 0I'm \ (GLOBAL0 40'E MU' ON CAN AIM BE INSTALLED W/O STORM PANELS ON TOP OR BOTTOM SO THAT IT IS LOCATED AT TOP OR BOTTOM Or OPENING � v -,,- - - , , / .� QMN`I ST, 51 STOW - - VNI ffl"-" a (_ ONIC 11 3331- T'. - . � . X -.. - _-C -­ I MIT - �m-�, - (_)__.N, 20-176 (ONE PANEL OPENING IT/ I'LIBE TOP AT BOTTOM) - , "-I " '­­ - - -r; DRUNK, Na - I - FT---- -E TEA_1aGAATI,NE/OI,TF ,A_!=':� MALITER TIE '"' 0 '., t 11-1. 1-1i i , - i - I INSTALLATION DETAILS FOR REGULAR PANELS I'j &-A INTO EXISTING WOOD STRUCTURES - - !,�;��� __ , -___ WT7= I � I� ---- _-N. - -. I---____ - I 1= 1­1 - - _. , IW­ - - __ I I I ` - __ - I V- LIP -. e.. -.'I-- 0 __ - , 1 T V.0i I I 11 ! / - r-T , I'-,g.--,- -­ ;I I j ___.r­ 1 , __ - - ,,I11 M. - - � I I i/� - _. C.. T, � --- - - - r--F / .___ Irl 1 1 4 _.,_-,_, _. I - - =%. ! __FN,RMTP` -=.- Mucat I - I I- _T_ I - / /-4-- I . . 11 f,j I*111 - If I --- - I, ,sl I I �1 , I I . /(-. i ;��, - 1. �"'Ii _bI:TI_TF_ __�_ -.---. I . 1 I I I I ij , , , - I � I - , ­ I ?/: - ! , - I■I .62"To 1 � t It r-1 !h�-" If - IN, . . , i I II I -1 i / I I " 4 __i -I I � _�_ - �, -- F I 1 i I I un y __ - ­,­ III Uxsl_�� 1 : - L I �Inz�_ I i I i- I IT. , , - 4 .. . - I ­�) - __ , 1 - LL;1� I I 44r- I i I i ! ; t . T' I � - I I � - ! - I 1 i i I - E ! I r . . - _J1, - -"-=.-- � L .- I -4 _j I. L ITT - ; I 9 -4 I - A I , _TI 11 - FONUNU, Minn. � -i- I I % I I I i - -1 I ___ P= I I A. -I I .- ! i I : I ! I � -4- - - I __ I � - ` . :- - - - I ; w- I i � N, - 1 � ! WALL WOUNET! wsj&Wig" - AUrRmI .- - - - I v : III i i ; I I q NAM - I __ ­T . , i � : I I 60.,.m., : " : . I .i L_ 1 m I I __ SCALE 1/.* - 1* 4.1%&,� - � ___ I � ` IF . IA-. ', � ,_.,.� __,� - - - I 1, - - - I I P. , . I I E� I L =�_.11 � I - I --- " \1, - I HULLO -OUT Mulimm I 11/114 . - I I -11, I -4.-L I I '11--.1. T-�_T",_.ITT=,___T '?- - i ,,�� G11- INSIA!"TION - ALT1RNArA 1W I i i Al I . SCALE, I - -4-1 . CEIUNG & FLOOR MOUNTING WALL A UM MOUNTING WALL MOUNTING INSTAL INSTALLATION - ALTERNI AT TOP IS LIMITED TO +55.5-67.0 M0. INSTALLATIONS - ALTERNATIVE SW SCALE 1/4- - IT INSTALLATION - ALURK&M 2W ALS.D. DESIGN PRESSURE RATING) SCALE 1/4* - I- SCALE, 1/4- - I- ,A­vu� - - _7_ 1 =.4"I'l_ - I I I ­-- `0--&_--- 0 I � -- - , I ,-.-- i i t --.-- _', ., != 1* 11 F1 , W.MN - - - �, NOTLS ,I ,00, N""'K, A . 7111 11" .. /. '. NG INSTALLATEON - SECTION SCALE; 1/4* - IT 1. INSTALLATIONS ARE ONLY VALIDFOR BUiLDING3 WITH A.S.O.ESIGN LOADS T 5 -72.0 LENGTH UP 0 8'-B' UP TO . 55, S I AND PANEL'S I P. . . - . , . . ..•- 6I -!,A_ ­0 . 9 " � FLORIDA BUILDING CODE �High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 70 BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0 155 OR EDAlk - = : : No. 11TEw. III 20 GAGE GALVANIZED STEEL STORM PANEL 1 " DFAW, ST MQff_FD_R__C0MI Of 11114 : , 2 _ .*. _ , , it __ __ - - �'. __ _.. _ _ - 0, ..'�� _ . S -,o`- ST O .'47 & �, _ � " r I '\ GLOBAL PROTECTION PRODUCTS. LLD? "" I DATE. 11LIECO... \, , . , _ . �� 1-0�...- it m,?I,_ I 1-1 ,% , Ill ETN INN'T TR� -1 STREET, mw- ', =I. TOP & 90 OM MOUNTINGS CAN BE COMBINED TTAN', WAY TO SUIT ANY " , .1&z1_;j­__ .... .. *, ,T , " �4 ,� . "'I"I I A - .. -,.�Xt,- --TI... FNI T­A-7545. - (10H=�III 1 20-176 -, _­, - - - , " , ONATIvic I INSTALLATION. - J�'AI. ,�__ , SL ...." SLAL/SxFMTUFE/uAx : :-:--- ­ --­ -. - 0 A. TILUT ."IT"t, . Im. I I - . , I MW . �i MIT - � - I Tom 1. . m I I CONCRI ANCRONS - -_ - CONCRET1. ANCHORS ----TO* CONCRETE TIMICHI SEE SCHEDULE ON SHEET It - I (SEE SCHEDULE ON (SEE (SEE SCHEDULE Os_,� , '. T, - WOOD SCREW. SEE ,,"GRIT.ON SHIT, ,h S-m "))) I �I.) � " 1/4� 2/4. W4, 3/4 a, 4/4 1. 2 & ITIV/15 l, 2 & IW/15 -- ­ , I _1 FOURED CONCRETE - _j I* - - __ ­ , . * , - iqw NEW -to, 11 .. ,250 - ,�7__ ____ _�_ _. ___4_ ___.___:_1�' MLIT - - __ __T I � 1 � - __ - .1 --- -, � - � I . - _il . I 1 ;_Z 4_._T�_, _-44 ;- I I =F�� I � � ' I �4 -, T-T I - - � �­ i i - � I i � i _: � I _� , POURED CONCRETE I : 11 II , � i : , T , t 1 � � I ; � I . �i � I � i I I ; I � I PEOURTED 1, . , 1 fi i i � � 1 1 � � I L_- 11 I I � i : � 1 " -� ; : 1 I : I I 1 i A ! 1 , 1 � 1 I . _­1 1. I � 1 I : : I I I I ; I I , : i � 1 1 I i I I i : I I I � I I � T1 � I � � 1 , I 1 I ; � I 1 1 1 � I � I I '. . I � I I I 1 \ ("', i i I I � : I 1 ! I � ; I ; ��4 I I i I ! ! i 4 i 1, 1 11 I �� - 1 � '. I , �' - I , k f - � t 1 j -1 1;! 1 ,! I : - 1 1 : I T I I i � � . � I � ! 1 7 t's, I I I � I I - 7[ �; � : ! ; 1 1 : I 1 i I I ; I I I 1 1 f I r-mr SCREWS, _2 - ; I [ I : , r SEE SC14DVLL ON-- I : TINTER I '! I �N.EL) �. PANDO ON P P0.00 1 �� FANET) i I , s , � ! I" SMELT 1. I � 1 , � FEW AN -SEPARATION � MIT, SOPARAT � � i � 1 I I � To s I , I CLASS I � I I ; I I I 1 L 1L. t ` I i � L I . __ �', f - � - I -1 _j, - 4 + . , - - ` - I _� , � I % I �� _.� . __! 1 _____ - ;=`70- ,,,, 6 --, ;xv-.- T-, 6 4, I � -1 ,." , I I ) - I I . : I I I -L-1 , � I � � ! , * i SDI 0 ,2 �/2* O'c __­_ -4--L- SIM * 12 1 /7, 04 � 1 I . -'-- - I i v I I . I - . 1 1 � W � ! . 1 1 1 I I i I I ! I ! _____-, __v_ �%! . �, i I I � � 11 T_ � I � :, , I I ! I 1 i _ / ­ � : � _ I /.', / __/ I � . � I , 4'ft I' MACHINE : I � � 1 I ; . j 1 i F � , I "I' /5' 0 ICASE ) STOW/ SPEEDNUTS L I I I L : i � ; � 1 1 I � : � I '1� "� I i ; I i I i " 1/8' .1 I , , . /=Nr, " " � , � � ! � : � ! 1 ! 1 / to �� 1112,01 1 � , � I i � . � � , I , , I � . . � SCWI, q? t i : 1 I 1 To " OC -4 3- IAI 'I), I 4 , (SET X1 1/1-) I , I , �61 r � , � -1 - I . I , 1 5 (SEE DET 211.) � 9 � 7 1 : 1, I( I I , I I 4 . I , I , I I � . I I I � � I � I I " I 1 _ C I I - I I I I � i � ,II : � ! *+-+- ; . : I " . ­, I I I � I I I I I ,, � I I I , I - 1 1 � . I � I � � I § 11 I ; I ! I I I I � I ! . I � � C. n_TE LOCAYTDN j . � � � I I . ; , ! I I 1 ; . 1 1. i I , , . , i i I i I j . END PANI I , I, 1 . �� � � � � I � 41) �I � �!! [ I � : i I i , __ j I i , : � ISLE Orms ,/,. : , . � I I i I I , 47, F , - i _� . i , & 211,1 . 11�1 NATt ,ocAv_ i d � - I � I , �! . . : r, f 'L , �17 1 ! � � I � 1 � � � :; . z I : 1 I I � I � , I III OR j , i I 11 i ; i ; ; ; I : : t I I 1 I Ill AT ENO PANELS, t, 1 ; j, I � � i : (SET EVANS 1/14 � ?J � ,., I : � : I I � 1 j i F I ! 11 i 1 �� 0! -, I . I 1 I � . 4 . '7'�. - - 4 : ! 2/1.1 1 I I 1--f-t � I 1 . POURED CONCRETE . : , i LEI . I , 1 1 1 : I , . i OR COMCNIFIE w I - I . 4�_ .1 I I I i i � 1 1 1 (I - � i � . ; , .., OLDER `MAU. , � I I - REQUIRED � �, I " I ; I 1 1 1 1 � i I. 2 &,_w_/15_1F0.I, ­Z& ,wm I ; i � v 1­1111,1/4� 2/4, 2A/4. 314 . 4/4 Lill. � , I � r I I 1 1 I ALTERNATE LOCATION I � I i I � 1 I I I ; I I / t � 1 ! I . - 01 LIFE SAFETY PANEL - / , 1 Aii� TT/NO LIFE SAFFTY PANELS UOrAYCN OF UFl (SEE NON I BELOW) 1 � I I - REGULAR PANELS W/ OR - - SAFETY PANEL ­ - � '.11 I I I 1-1 L_ A -11, I I . - - �_,_, W/O REGULAR TRACKS (SEE NOTE 1 - i '. - � I - - PANEL i BELOW) " I 0 I LAST 0 BE IN AIDED AS I I COW-RETE ANCHORS I , I Q� - , LIFE SAFETY IF PANEL OPENING SIM" (str SCHEDILL ON, - , , EDGE & SHEET 1.) , , WALL SUMS OR �IFE SAETY STORM ALWAYSj P :' EAR ...at - ., 1EITAII / TAIT � Omo`I� 70 FAC ATIT"!GNT TIONT INTENDED I _N1- __ I TO BE INSTALLED OR REMOVED FROM INSIDE _,,_ EANELA & "A OF STRICTURE COMENTITT ANCHO � � tsEE SCHTmULr 0. - SHEET ") -1.0-1 ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32-.1' -1 - SECTION I SCALE 3/8" - I' - SECTION 2 SCALE: 5/8* - I' - - ov, @ 0- V.) cf�") - I /I. - 11 _�: Gw.p 7 4QTtS_w.UIFL,%'.L'; ,�WD-k$A-BM'-,S:5TLkfflslu.,.Alic,it ; - - -4-N-L., 'N_2t_z__'j ' , 1 ILTE SA M STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS' PANEL) C, ( I.' PrrK . PANELS OR AS AN INTERIOR PANEL (AM PANEL LOCA710%, IN BETWEEN END PANELS) . 8 �, , ) L.'UNTATE UOrA 08i N LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGU-AR PANELS SEE, NOTE I ERD "A"PUT SEE Mca 'I fwl OR W/O REGULAR TRACKS.) I LIFE SAFETYSTORMPANEL CONSISTS OF 0039' GAILVATILZED STEEL STORM PANEL AS SECTION 1-8 PER COUPO "" 6, �� DRAWING SCALE 3/32*­* THIS PANEL ALLOW', ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE, J. LIFE SAFETY REQUIRES IIIP!RAIK TO BE COV.-ONENTO& BOTTOM ,w. to "O"n"%it"Tt"1111111% N, kit, , HE ,OZEjNk. KIT S. � THIT � SHEET Or S DRAINING ,A� ............ 4 %I FOLLOWING ' ' , SECTIONS I & COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED •' *ENS 1-t _r *%�. 11 2 ON THIS SHEET. AS WELL AS DETAILS I It 2 ON SITEV. 14, j?t.-`\\,_ . z : . , ­1 . � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) . 4 MiIT LENGTH FOR COMPONEW&S 15* 2 , %O. R­ -. TIT, S 20 GAGE GALVANIZED STEEL STORM PANEL WI ANCHOR SPACING FOR COMPONENT VANCVORAGE AT BOTTOM IS GIVEN ON z . * - ."N Mutc, - : SCHEDULES 6& 2,1 SHEET 14 - I .;: .,, COMPONENT MAY s *' - TIT - ..-O, I I BE PERMANENT, OR REMOVABLE � I, S Art or � 1 Awl - 'n"e"'N"N" -4. t"110ITT, � - !.�� - - 15!wl__�, , � - - . �V� � , `X S SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON Skut- 15, 3�-. GLOBAL PROTECTION PRODUCTS, LLD. �- 11LIECO... 11 - , ii�.-. .1. -.��,�!` � - smi`� 11 STIED "'N" � ��, - 4m, ,;;;I, �_, . IT S SHEET 4 FOP, DETAIL APPLICABLE To THE NECESSITY FOR THE JNS�ALLA7 ON OF , ." - .. - " It ENGINEER" COMPANY "L. �". �,�S ON P­ V " .1. TINKNE. T--)_=`,3� 1. (.5RI&M-07l, 20-176 SEE PACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS '1014 . ...... ­41-11 - (1141-M-M ,.---.,-,.I uMWPK,- I CA_0WI1I , !-:::::- - L SEAL/`SVNA`�/Diw` , _E��. I - 13 . DO I I I IT`= ,!:L; '.-,.',' Mfl I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.9.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE (IT" ONLY FOR nM &2 INSTIALLATICI AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 6 6) I T!P!, To - "T" I COWBWAT*k i 5 I .m j "M IIEU - I i +SS.5. -72O 1 7'-5* OR L I "NOOLTUD I , 1WU 5 A 7 1 �s I i", . I .Sss-720 T I I,, - 5' TO R`_8' MI I 2 3/4, � I THRU, 5 A ? _­-.1 __� --- - ---- - ___ _ - .56o. -1Z. �Tt-g` TO 11--2- TATP 1 2 1/2* T. 6 I I - _ . -----.--- .-ILTL -480 1 12 -, CA LESS . 3 1/2' 1 , 9TA7%,v,N­,,, I 5. 9 4 III � - SI ./ I/1`T_?OII* ss us & ,mimp AT O~ IT .&JOIcn; w PARE!, MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i'l. & 34' INISTAUMIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CANDO ONLY FOR PAN" (Da 6 #mAwLAywTs AS PLOT SECTIONS I THRIJ 7. ON SHEETS 4 A, 5) MAAMU. ks 0 1 - I.C.ONS sFACwo ,to EON. 3 IJ2' - I , _____ APPUCAIIUE VISON, UPTON C, TAP -GRIP cz�-_*_-T-;;;�R -Fn.a ;P,w.AAnL Fous SECTIONS IT & L MAX rAN11 __ - - __ __ - PRESSURE f to , TO i TO To � TO AMI, COMONMYNN, LONcT. T" (1) I 1 i E�ftll TIT CONCRETE: � CONCRETE 10 CONCRETE 1 CONCRETE To COITC." � CONC-ALK To P-REITE � CORCRETE I 01 TID, RATING IF - 1) To Co"""El' SIDE. SUCK. 1 am, , T.... I moc" , - - a' ! TU. III. � ./. G_ (TOP) I - 1. . - '. 0. I 6. 1 1 RIF i "I FT ., 6 I I (90`10W II-_-_-_-- - 6, 1 R/A N/A [I N/A 0, I N/. 6, -T ) I i 2 (TOP) , ------- t------ --- ­_____.� ----- -- -;T-t------ ------------ v 1 ./A N/A I N/- 45- j N/A 5' ./. I W. 2 (wrow) --- �55�. -720 e I ./. IT/. ; ,,, It . TIT I '. j NUA � N/N v � "/. 3 AT 4 ITOP) ' -5' ON LESS ON LESS - -----+--- --- - __ -'I_ __________ I.---- - __ - __ S, : I : v ; � IF I Ir 3 (aw'o.) 1 I 5' I '/A 6' .- 1 �- " -,--- --- -------- ---'--4 -----.--. - - __ 0, ; NIA TTIA I N/A 6' 1 ./A 6' 1 IN,A I , (TOP) : " .. _�_ f - -6-' -.---------- - N'.. t. I 6' ; 5 _ N N IT I 6, 6' 6' 1 6, 1 . a , lqorrou� : � j L __ - - ------ _ - - -------T_ 8 -11e - - It - 12 /2- I 6 1/�- I /A . N/I 1 6 I/A 1 1 1 . � F, 11-;;;;�-, I I SEE SHELLS 1. III I I FOR ANCR TYPE a SPOCIRC FOR tNSuJU,ATQ,,S Ano wow nwer "UND"a WNWILAM .MICRON SPACINGS AND � EDGE DISTANCE AAF TANCATED 04 INS SCHIEDIALE rm cc LESS TRAF Noic"TED ON SCHEDULE REDUCE 44CMR SNICWK` w MUA�IIYNO SHOMW 0. 50.0"E V THE -GULDWING FACTM FOR THIS OTIERAI01i TO ITS POSSW. REDUCED SAACM MAINE) USIRG 1ACTOR - NOT K UETTi � ...I. SINIONA3 INDICATED " EACH ANCHOR TYPE AT �RS LI mic"m T$W ,�A'. ,/". 'I... 1/4'. 4/... /.1. "W01111HONNA, -�* - - IF - .maii.j. Famumm, - .�"_ 44 - --- --- ____ - NIMPUT . PLUS . 5�ik k-.�1�1�7 " - AMPNIF SNOW, 3 I T 1 2 W 1 3 - - f�i - - - * , " I'\ --Me I s_j_j_A:I�.'- F "I -I �_. \�CENS .,? ,\C ENS . .�,:� . FLORIDA BUILDING CODE (High Velocity Hurricane Zone), - -, - *_ 0.) - � - ! v� I ACRIL Z& WK 01111110TIT) "Nom I No. ,4167 .. 1 � MXW. - 20 GAGE GALVANIZED STEEL STORM PANEL. 11 , "TI, , - L , St E OF -f7?*, - - -- --� - ­-_ I � I Ilr L W_ , - SI... - ...r 7 "� GLOBAL PROTECTION PRODUCTS, LLD. DAMINN MY 0"/"" r I - .� 01. I I 0 A �� I I L I E C 0 INC. � 0 .. , -'?-,I,- j I A100 S'.. 51 snell , .� t 10, OMME, IT. 3"'. " t 6.. "Zii�6 . .... v1-mr=.w11v!1. s FV [INTEL - 20-176 -Y FINKINTL (NTM"-�. '" TiostmiHm, t'�!Dg .,-' - .. - - - ­­ , � L - (W.1-1 I- Ow . I, .u. - ODDS,12 .1 - I - I; M105F scx/sauuvw�r.,L MALTER I RULE Jr -,E " PE - M 7E4E PANNATO . ;;w -.. 1,�­ k� IT .107 - , I - -1 __ I - TIED Al NaIERCTN 1, Al pYEptMS SEE 91M 15 ON ANCHORS TYK A SPACING MR SEE 91M 15 ON ANCHORS TYK A SPACING MR TO 44 ORS I � imweirim, I SPACING I -11 - . I 1/4 I D � S/STLONG RRATI ISLARING W/ INSTALLATIO QEIAIL5 FOR REGULAR PANELI & t/4T­Tc.2* SS it � 11, 6 1/4' O,C FOR --'I-- - IRINIO, VENGINS LIP TO 5,-o' ANO 6 ,/.' O.L. INTO EXISTING WOOD STRUCTURES I=7 . I FOR LETI UP To lf-S' , ON #11-10 - �, PAMELMAIE ITUMAK * OR PANEJAATE PLUS . - I - A, 12 c TNTi 1/2* - Y-WAM UP 1 FE�1/94- TO HEAVEN OR ALL LENGTHS r7_ � I'lo tr-Ti, w. 1 __4_ - F­1�� :,.-. LAG SONEWS tit;E� - - I I � I � 1 I � I i t- - T, . : To I= (NEWS I 1 I I I- � I , - : ,-, �_ --- --I -1 I ( . 1 1 . ) -,. __ 1 I I I I I I I i , S , I I I I I ,�j !� I � - . I I I I J �,, I - F - .�-� 0'em7rel'- - ta, - -- � a*= IS =1 D ­� t I I � I ; i ,to! , .;:�� 11 I . - , t, � ------,, � Gi �_ 3 L T 11 -4) - � I 1 1 ED, 'ET! W "i - , I - ! - - - 1�;zt I A , :I 11F I I I- , : I(I mUMpER , - � - I - PEOURTUI i ) - L _L�l � % 11 1 I _� I I k I i I LLIal I I i I : ; t I I In, ko,Awv - - : , I I - : �_�,) �9' REOD RENNN REWPOD -4 I - NbEIR I vWNET) -4, 4 1 � I - R -,--- - __'_j Y, - ---,--- T___11 1 ­1 I, ­___ .---- I I . ­--i � ALTERNATIVE JW SCALE 3/8 = I' ALTERNATIVE 2 SCALE 3/6-1- I I ; j - - - - - - ------------ _ __ I F T I _4 � -4-, . SEE SCIIEDRIDE 1 1 1 � ft sHer It I SEE I - Z CULE ON SHEET s I ON - stFNu`E` LI I I To aLAS& - I . T z I I � . � �, - � I FOR - SL-ARAR" ! 1 � TO GLASS I i 1 . I 7a7--- I � g ; I : I g N >' 1 $. III 4-1 1 I 4 1/1 .1. I --- � I _�_ , � to: " r i � _m7____ i - i - I- v . I I L .... �� ___­ I'll ED I I I I , I -,--� t I , ED; , I I t a7_­_ I :--VI-" I I : E t 0 T._T, DI, 410 I I• ,.a - - ; III ED: � EO: �� � - � 1 ; �, __ - --- - - _ V " v,v � ': � E : a I ____ � t _i, - , , � - - - ED; " f-71 cz-- . I , Z-"�- 1 I 1 I I �, - - IMPLAN, I j , I [ 1 , v. ,o . 5/ft. U� EwAss wsHm - w 1/.,._2w, s s 45 III %Y-* a c 1�____ I , I ! I _- MI - �\ - - EMAI-I.-Iff _----(�4) I � 1 - -TE I A 1 1 w.m I I I __1__.__j___Li_ I ! : FOR PANTI LENGTHS LIP to 5. - AND /4 * OC FOR UNITRIS UP TO 11'-&* M,. i I i ; I I - 1 OR 0­1 FANEUMAR 11MALL IT) OR i i I l 4;�TNCIIT FAITOUTAn KuS a 12 1/2- o I, MITIN , �� I I ;/.,. - � . 4' o. %. , /7* -1 ,NNNNeR ALTERNATIVE 3W ALTERNATIVE 1'1�;X, THREADED IT ­ AT I ! 1 TA Or Enstima wom PUNit " I 2.., -If � ! IF MOMOI or PLATE SCALE 3/8.,- SCALE 3/8-l' 1 . A� UETI UP TD W-8* V= I 1 � .-INTRO I I � _L_ I ; I I I g,W WOOD EUMg DIRECT 1���LLAM - ,L TALLATION TIMIRRA CON ONS k ANC14SIO LQr ,AMNS _ _ NOTE , SHUTTER TRACKS NOT SHOWN rOR CLARITY ALTERNATIVE SCALE 3/8- I' 71' scAL- 3/ENT.- . JIM: woll"HNN"i P III. TILtIpATo el� A 1. INSTAL DNS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS LAII?, . � •ENSj"6'�"'_ ...� UP TO 5.5. - 72 0 PSF AND PANEL'S LENGTH UP TO 8*-B* i-W­11�� .. �% FLORIDA BUILDING CODE (14I Vel"Ify Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 70 BE SOUTHERN - : . 16 %. I -`NQQ MTECo. m I P PINE 140. 2, W/ SPECIFIC DENSITY OF DL55 DR EQUAL, = : tio. " . - :- 20 GAGE GALVANIZED STEEL STORM PANEL - P, NLTE rDR_r,Dmwh&noN__Qr_u.� � ­ z 7. --�-_,04_ -'- - - •v EOF" . - � i� - * F"o),F�-i' , , / ' GLOBAL PROTECTION PRODUCTS , ITLIC. 11LIECOINc. inlie/oirpt ❑z om Z , - - Vo . �� :H!V,� Pt "%,D� I 001 . , \, Isoo st" b, svw TOP & BOTTOM MOUNTINGS CAN COMBINED IN ANY WAY TO SUIT ANY I - � '111z", ehi �, r 4 ee ,c , PUTT TIDITTINNI 4, EWIWCtP"W t(INFARY I .. - ., - ___. .R. i o"E. I �111.)..,,,_ ., Iv.)%ft-'s.6.,. 20-176 INSTALLATION .t. 1001I SEAL /SQNUU1W/DATE �!= " v M4110i I TTLUT .. 11 W. ... - I- . t ; ��_ m- N. I I __ __ - ALTERNATE ,'g,- fl- � . , I . . (_8'� .rERNATE C8�-7 (1 ',-, - 1, H­. 1 i- (%, - 1 "7- _7 AT LOCATION . ( 1)7 __' 8� NO PANEL I '-.2 11 1 2' 1 __._ - EN - D PANEL)' L � . STUDS a EVERY I - - (j) I I AT END . - __ � __ I I y.. i I I I I I I ; I I I - ___T_ I I I � � � i OVER I i 1111 I i , !! . � I � I I I I I � I � I I � , , . . � I 1 �L I I 1 2- PANEL`0 i I I . � I . I � 1 1 � ! I I , ; 2' 01 � I . I I � ! I/i I I - , � i 11 � ; [ I � (7102 HOLD 1 7 I , � I , - . . I � - - (CASE I I � I i [ . 1 _.I I - I I , � , I � , - 11 j -L - -, . - . , 1 . - -� -- - - - - - ��_ _� - - - --- 5/8 . .) : .'4, I � - - . -T.- i O: I 1 - � I I 1 , I I : 1 1 I I 11 3' MOI (CASE , , , ! � . � I I ! I 14 1 � STUDS 0 EVERY ! 1 1 � 1 1 � i � I I I i I . I i I i 1 I - ­�- -T-- I- - I i I OVERLAP - - =L."�, �1 I ! I ; 11 1 1 (I I � i i i 1 l � I j I i ; i I 1 ! I � I I I -, IT 0 ILI � i i I � I 1 I . I � ; i i � I I TO HI, . j I I 1. I � � i 1 1 . I ! . 11 I I d� I I � I I I I I I, I I I I i I I . I I 'I ! I I I � I 1 I I io 10 \ I I 1 � ! , I ; i I i T I � I ! I I I � Ili i 1 i , \� I � I I � 1.,_1l I : ,��z � _Ij .is) _1_''� - ( , I - 11 I =� . I I I I . � ­--liz ---� f 11 , @ - C7�-," •_ F t/4- SEE SEE I - INTERIOR PANEL ­ END PANEL SCHEDULE #I SCHEDULE Till J� _ FOR Uw --- FOR M­ LT-S' - 1�1 I OR �D 1/4' 8�/ I � - INTERIOR PANEL � END PANEL _ SE SEE I SEE KEDI SCH DE - ANCHOR ANCHOR -3. ✓12 - FOR - - 0 FOR - 3' - OR DIRECT MOUNT SPACING SPACING TAP, A14CWM . ANCHOR MII SPACING SPACING - V-I' TAI, - __ , . _ ,_ .", - ____ _--- 1 I : WALL MAXIMUM MOUNTING INSTALLATION (APPUCABLE SCALE, 3/16- - IT A.S.D. S19N PRESSURE RATING (II TO SCHEDULE I AND DETAIL 2 : FLOOR MAXIMUM A.S.D. MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE2) SCALL. �II - I' DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AL.i; FOR MAXIMUM PANEL LENGTH 71I SCHEDULE ,APPLICAVITE, 911LE 1Q_SEQ1M,', 1 -&---�NDICAPI�-FiagL�SALM-IIQRM-PM- INSTAUAI10 S INTO CONCRETE & CONCRETE BLOCK STRUCTURE =mt_01�xv_1z_ MMPFLMAA. OEWFM I --mca)'" svtDLLTE_jT_! - Z WI wpj� mQvw__CQtQI!!QN5_Tv__&, BUITQk_� - Lk w 3I_ X'. * I I,,,-- 1 (ea %, (n) I -10 = - 1 MA`FWA0 ks.0 NIXON or w-o", fAU`_ FAMEUMILIT FITIMIS .D PARFUNITE -VUS APPLICABLE TO = !. IT :. -1 W.1 FAME, JEW. *I- OQ ,OIZETE __ __ To Ri_ __ ,Q 0 6.1, 10 , ,.- 1 ogg PAT- ,.T, Pz" . SLOCX __ TEF CON_"'! K n - Go"i"I CON RED£: OF THEM - 8' NIA I I 77 I -;,A B: N/A 6' 1 N/A . 6' i i N/A I A. 2 (TOP) - .550. -72�O ------I- 9. I , -V41 I- .a- 4 - . - IT -I- 9. TIT I 9. 1, -B_ �,/A -,(;OT­TOM) 5­0' OR LESS - 6- t N/A 1 N/A_L N/A I.6 1 N/A 6' 1 N/A T_ I It 2 (TOP) ) ,$!�O -72.0 9" i 5" I 9- !I 6- q* l 7 112' 9, I 9" I _�_ . 1 9* 9' 11 I (BOTTOMS ,5'-C- To 7'-15' I - .550 -720 - 6. i N/A I N/A 1 i I & 2 (TOP) - I" 6--.- -9.--+-- I 4. I S_ ! S. . . 1 9' 1 6' - 1 6' 1 a - ___ 1 6 6; 1,1'-.- �1(13CTTTou) . 5,C _�X: ._4LD,LL_1_?_-4 -fLOgtLMQVNLS-OB2ftg)tCL&Lbgngit-w--E.D.-�-A-lir-- -ATUM ,so MAN PRESSURE "'Fic, "I, ., 3 jAsT I tvw 0 SIr MIT, rvow w w .aml Ow . mm 0 v - fttl w a MIDI$) - P APPLICABLY ` 10 T. TIT S . ECT' SECTIONS NY CD BiNA1,10 ' OF THEY or m I - M MUM PANEL LENGTH 'L' ((t.) 1 TAPCON CALK-W . I TAPCON - IN TO 10 rOMPUTE CONCRETE I co.-C, =., 449.2 -61 5 '. 3- 1/2* t i/2' kAPIrIE 2 ( B01,040) - - 7'-6* OR LESS -528 -66.0 - . 3' 3 -_!_ _ . 4- 4• _ ' I 2 (BOTTOM) 7'-6. OR LESS -720 - 2* 2 1 /2" 2 1/24 __�:_3 1_/ 2' 2 (80TI ' 7'-6' OR LESS �t,550 _ �55 0 -72.0 _ - __ 2 1/2' 2 1/2'- 11 IN N/A - 2 (BOTTOM) - >7 -6' TO 6 -(T - 7 1155Z 20 _._ N/A N/A _ __To=a_i' PARa caNnroN INSTALLATIONS 9`A0 SC,E W THE QBTANEO USING FACTOR 5NALL NOT AT LESS "HAR - 10"cR6 FACe+ Cr vTF,RTmFP P fPACA10_ jwj_ s ) , 'Al-?, N. TII IIIs ��,� ......... ,/ '_,�\ru EN Sj`-r:? .. . * , . . . .: No. 44167 . .. TIT : * : * * . : Hurricane INSTALLATIONS 9`A0 SC,E W THE QBTANEO USING FACTOR 5NALL NOT AT LESS "HAR - 10"cR6 FACe+ Cr vTF,RTmFP P fPACA10_ jwj_ s ) , 'Al-?, N. TII IIIs ��,� ......... ,/ '_,�\ru EN Sj`-r:? .. . * , . . . .: No. 44167 . .. TIT : * : * * . : Hurricane 'Al-?, N. TII IIIs ��,� ......... ,/ '_,�\ru EN Sj`-r:? .. . * , . . . .: No. 44167 . .. TIT : * : * * . : Hurricane INSTALLATION DETAILS FOR REGULAR PANELSJ) - I—' INTO EXISTING WOOD SIRUCTURE5 ­­-­ , 1 ______j F I 11 � :_ ___ ,­ , U­10 PANCIUMITE PLUS 1. 5 1 /4' 0 C. W/ 1 7/8- tTHREADED PENETRATION TO STING WOW HEACCIN ! . 1� 011-10 PINLUINITE PLUS 1 � 4) & 1/4' OC. Ti/ I 7/TT' I- . THREADED PENETRATION TO -1 ___T _____ I WOOD HEADER I REQUIRED I f'­o F&ART&I't PLUS 0 6 1/4- OC W/ 1 7/ - IRREADED PENETRATION TO EXISTING .000 HEADE- I I I i , I i I i T_,I I I !� I I I . 4 .. L" j�-_, I i I 430� 11v �IIIII ; A%V-11., � . I .OIIIIIII� NI i (iiIIIIIr'- ! v....v". 11 I 7- ;/..-" I bq,"� TVAI 0 I . -, � � toun III . . . I . - - I I . I I 2, 1 L wWcMA0 I OOM"DUlT10 wow HEADER 7, I I -, 1 I WOOD LEAD I I � - I t 1 , I 1 ­ REQUIRED_ - , i REQUIRED � � oj� i I 7_1 I 1 � i I - A . I I � --I . .I;.- � i 15_u� - __ - I �__� � � : i LWIL��..T_,­�II�T� I Sri SCREWLIF ON . ON � - =Etl �� : t STIT SCHEDLU ON . I I � ; P. I i I `04 - ,W* , ; �E It a . � FORT - SIONTRATION : I . SHU1, a _ ­ .PATM_ - I I To j I TO CUISS. � i 1 I 1. ,,NS,; . � II PANEI ,14GIH � . LENGTH . , , M`T` I , Now PANEL LENGTT I 1/*";/"�,��t i (SET NOTE 11-1 I ') : ,,PANEL FT Noll 1) 1 ,/.'._�I- S.S, I/.*..-,. I I I i , (SEE wrl 0 I ITS , : A/se Sr''/EN,, . I ­ IT/ q" . ( 3/=- - ; ilI_ I " I , � I - - Z,'�. , ]IIIIa � I 1 TAEANA, IF I 0 � 1 1 1 I ! I I ) 0cWANoMTwUTP I ; . • . I � . 0 I - , , I . . � I : I ! I - - . , ; I � I I - I I ; I I I I I I I 1 I T ! i I 50% ; I ! sox I . I . 1 SUIT I OF 't' I I F 'L" , I MA" I � . OF 'L' . ; ! , I � - qj MILUT i . I � � � -1 . . - P_T7711,_� I : . - . : ; . 1, 7/s'­/"* I F �i , ; �- I , T-.-m- `Ia RLS w __ - � 14=3r. 0 , � --- I - .0 WUM,VN I 0 12 1/7- 01 I , -�­L_ - - I F, A 1 ;z1.zI,V t, o. I "", SY"o CIO LI 1.TMP1_1__*;i Ea. I I 414 - � - I - - IS i. 21 a C I I . ! I r I 0 __ - . � !�___L__._ '� . I -_�. CIO I II - L --- I .1 _1 I -E0.j . I I - I— _ , I I LAC SC IT` Qc� W/' 1/2. I 2-,4' *000 PLATE ,_I . - I 2 ;4,',,WooD PEAR t 14-;D .ANE'.W TE PLUS � ED 1 4 " I "i � �0. 2".4' WOOD PLATE , . . REQUIRED I* 'ft THREADED PENETRATION AT REWIRED I � . a IT /.' OC A/ 1 7/6 � I I . MADONOTH OF PLATE I TTIREWADEO PENETRATION 6 RAD OTH OF "If I II 1/4'0 LAC SCREWS 0 I I� I I 6- CC. STAGGERED W/ i i I I - . -11 I =,P,/2- *4 I H E"EMT*h I i I DIRECT MOUNTING INSTALLATION - - AT MIDARDTH OF FLA -1 - I ALTERNATIVE SW SCALE 3/5-1- DIRECT MOUNT J,Ift"O INSTALLATION JNT / ILL MIUNTING ALTHERHATWE 1OW INSTALIATION tlSIIE31 SCALE 3/0-1- SCALE 318-,* 1. 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Sf SCALE 3/8'=," FLORIDA BUILDING CODE Hlgh Veracity Hut come Zone) 2�. _No167 =: * °Y6'° n' " 20 GAGE GALVANIZED STEEL STORM PANEL I FP Op- m INSTALLATIONS ME ONLY VALID FOR BUILDINGS WITH A.S.O DESIGN LOADS UP TO F55.5. -77.0 PSI MD PANEL'S. LENGTH OF 10 W-8' B ^I " '' •'-? `w " FOR HEW WD00 FRAME. CDNSTRUCKKi. WOOD MEMBERS TO BE SOUIHER41 'yio},E�!' i-1--- ' INt. GLOBAL PROTECTION PRODUCTS, LLC. a'°'R T. PINE NO T, W/ SpEtlF/' DG+SRr DF 055 OR EO:bAL �_;. !' i 441Do 5.W 01 sTNEt FL t� .1 . Y ',- `..el MOT W IYL cout,_ M.. r. tr m -- n .1. WMt UIN, I (-A"--, I.z (05AY -6- 20-176 _ w.. Ial. -IPA . n.el a, ur1 %U-ODD6T18 JMGNATUAE/oUM WKTFR A DLL. - eu. awwsP - +°,MLM. A" 1m. - DUMNc w 7 _ PEAT N AW 26 3'/24 '1:1 (SEE NOTE 2 K.w7 4 r/ d r/o p..r sNs 1' 24 I4 24 ®•® .tg) 1stt NOTE 2 anDW+ ]• ,,,, Y/24 1' 241 al ESN AT 3 i pEq vN( p{B (Ea NG3 J WOW, e �"�Ltq 3• _. 4-- - sl:kEPl:i OR SHEET 25: fat wmO RRE+W--.- -�. ..,�__]._ !' M+n-_ ___�_ GO1K1¢TE A,fs1i1R6 ; (TXP.) l - J Na. (� }-- / ! / fan coreRErE ANcw�: su ( / }-__.� r� � ON �T � i, __ 1 L 7 M �,, _ - 1/2'-I. r- !Ta'T T.__.HB..- - ,F- __ .2' I V2.-_ _ � - _.Ty - :/Y �' 3 LI t• - I TT 7e; � (� ^ ��{- T "T I r M {', 16 u I ': l I I T i i !I! i I! I I j I I i ' I 1 I 1 V DW PANE. � tN1EFNOR PANEL NITCRIDR - i ` E11 RN4 C ( E I ( F PAHL�) PM II I PANEL) END SNTFAIOR P P P i ( E i 9 ERgR A,EI WTE7UOR PANEL) { CND INVIEl.� ( ANE'Ij c ) •`END WAR. 1$EE SQ NOTE 7 3. 4 80.LNe NOTE ] . SEE 4 +j 2. BELw NOTE BEL SEE N01E 7 J 4 ffLow I BELOW i.I $Er NOTE 2 ] e i 1 I h ! 1 I I •1 ��.�``� f' I I� I 1 i TT 1 I !• 1 : !I' _ I + I I "'- BpLT[DPANEUS W/ 7 •I I ! ! �Q/LTiD PANELS rWl/S r/ ! '1 /:R-ggA3/: M.S WJ I i/8'.3' WRW'NVTS ', A Y/11'A3/ Y RINGHVTS 1 I !_IY9 EA 4ri'ERLAP _ .I; .O EA TiR,-f - 'L• _ 40 % •L• (' 14 4 I I - «�4 -.I . - T ---: -v -,- -Y-r I-r•- I +-: T 9� ' i.' ; I t ' L;:.'1'i= tl 1 L' TL rIrt�T1:: _ _ -- �1 _ -- L _ �'f 1 - . - PANEtMAtt 1)m) ` �__'.___..-'-._.- ___- __.6� _._. 1 - . -.. 'ffi NOTE 4 IEI.DW 3EE NOR ] -3'- CONCRETE A14HlINW DGfiW -+a M. sle t Wa W.Y YEl ALi[RNAT' i.00AtE}H _� RF LrFATCD { M-n,-'sCHIEBInL GN LILT 7s: FOR •V00 SCREW ,. Mm AT ENO OR , '/3' 1 IR" 7�T ENO PANELS) SEE se""NS DH SHEET 2s SEE Ica s INTERIOR aAEis�_,6. l W'LOY7 OA O w/ OR w/Op O 4 LAST PA"EL ( ro BE NSTALLED AT EACH r e W' yT PANEL (t� Ta ` .57FROND D E.C. OPErPNG HOU to"WAYS BE FRONDED 41 TYPICAL ELEYATInM FOR SERIES 2000 ! nEi'HANSo c DT FQRIESREAR HArGi D fAG fA£ R9A AWN , roAcn.A�TE --- IT !"TENDED TO BE INS1ALTE0 FROM rt ID ErOED TO BE INSTALLED fTtOM E-Z HANG STORM PANEL 1 SYSTEM IVVITE or S R CIURU F-Z HANG STORM PANEL U SYSTEM "SANE Of § RDCTu"E ELOAE 3/3Y • I _ 'CAU J!]r - 1 ' r1 Mer. GAP - :/4• Wes GAF r,/4' Mm GAP - 1/4 GAP -� _ -.... (Y i2 (1 RJ GR - © - Q) I,D' C2.1 , , SECTION A- SECTION B-B �" ER"A'- L_°°" At END PAN10 SHALE 3/3r . i' A'�IFCs so" 3/w - I- (1) DF'FluirtON Or 5k8J S. TOM E - Z HMG STORM PANEL SYSTEM CONSISTING Of PANEL A ont. TRACKS AT TOP a PANEIMA)E PLUS OR 15' LONG 2j AT BOTTOM W/ PANEIMATES it) OEMITQN._Df_SER7ES__M9'. E - 2 HANG STORM PMEL SYSTEM .:ONS!5711fG OF FM'EL - CPnI. TRACKS TOP A 901POM. (2). END PANELS SRAl ALWAYS BE CONNECTED TO 7 NC SILL WALL 8Y MEMS OF (2t ND PANELS SKID ALWAYS BE CONNECTED TO BOTTOM TRACK D7HERWLSE A STOP BAR °ANELMAT£5 EAR, W USED .I Ni" W/ TS' LONG iRA(:k AT BOTTgA, ENO PANELS SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO 13J WJ 114^p_T0+3/4 S. W/ 71f(3/3 , WING NUT OR 1/4'•-20.3/i' Min. i.. I;WREW INTO 7AP4EO AS vT (EXCEPT (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC'ION SHALL CONSIST OF DESCRIBED ON NOTE (3) BELOW) 1/4"•-20A.3/4- M.S. W/ 718'AK3/32' W G, NUT OR 1/a'4.3/4' M;•I. 'r!UM8SCREW (J) FOR CASES W1ft'N END PANELS ARE USE .MANLY W 15' LONG TRUE �i AT INTO TAPPE BOTTOM TRACK. ATI N OF FASTENERS / j� _ .D BQ EOC D A5 EWERS NAY BE At EITHER Ci TWO ONI BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2. STOP f FLAT F P BAR EXTERIORU. LANCES 0 END PANEL �SFNLt BE PRONGED AT LOP OF SUCH PANELS. {4) IN CASE THAT END PANEL ARE NOT CONNECTED TO BOTTOM FRACK (:.e. A STOP BAR (1). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONIV USCD AT TOP) A7 LEAST TWO PANELS SMALL BE CONNECTED 70 BOTTOM -RACK MOUNTED TO EXISTING SILL WALL B'�M£ANS OF PANELMATES, ONE INTERIOR PANEL USING SPECS INDICATED ON NOTE (J) ABOVE IN SUCH USE CGNN'ECTKIN OF PANELS MAY BE USED JOINTLY W/ TRACK (2) AT BOTTOM ATTACHING BOTTOM TRACK 7Q WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL IDCA•ION. W/ TWO PANELMATES FOLLOWING ING SHEMIN ON ELEVATION AND If +i,3 t/2" (5) SEE SECTION 1'. 3' A 4' ON SHEC7 24. SEE ANCHOR SCHEDULE ON SHEET 25 Wn EDGE DtSTMf.E FOR tNIS GAS INtCR10R °AN£L USED JO( WJ (2) ODES )iLY AAAA,illi/iE11NilIlA/�, SCHNEED 7I{gTTMIJACEM PMEED T��nTp THE _ITT A RIGHT TRACIDE OF IN r.': LPBMEE7)SHA� t��UJ �tG �: " }HEIR aJERIAPS RETAINED BY V. +, 4 '''0 '',y ENF67 -:�y�P: y FLORIDA BUILDING CODE Hl h Velocity Nut cone Zone) +•20l0 "V ECO. - " - :• No, 4ys 20 GAGE GALVANIZED STEEL STORM PANEL n *x LLC. »/DAMy E't s•'., STA-. IL E C O '', GLOBAL PROTECTION PRODUCTSMet ENc - 51 MIKE`, 0 TwrESTNma F iNeo wAnr OWE FLu3,A .,r tl••...r..N 3w. sm ARmaa .A1. mHXV` (a.)M_EONS. IRK: (9a.M.-.1 20-176 "sS10N1. ...,, nwi -SwIt .,.. SWAN -Sis, DRANNc ko I'll", Nf11 INANLN E 5(/At5W1NTUNC/MR U- 11 y _ wA1ER A Run PI: Lk 4.i67 OQT 23 W 2i INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES I ; 4" TAPCON AWH.DRS 1 '4' TAPCON ANCHORS 0 9' OC a a" O.C. POURED CONCRETE - POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK' Itrou" £D 1. _.,. Rou-1-0 _ 1 I C /t C 11f.• £ D • C.0.4 i , H /�'si, 1 ,,_�, CONT Y f.OtO ! I- MWwwo4 . ♦. f t; .. I so a.io+ . I '. 1J ,_ - Ten W t- s m�� a. I _. SD�I4L aN - I A<(, 4) I - thW EXISDNGy i w EX,StIFjyLr I . GLASS i gg GLA55 ; • I _f 1 YYY 1 B I 8i � t 5' 6lX i �' M,D WlI W 'may ! , i Ewq Pd:.M ( id I I I 1 I I I A <' - ,% ° ;;I 6- ED• I ED- i , >e__ I `y . #14-10.0 PMELMAT'y PLUS W/ all-10"4 PANELAUXIE PLUS W/ 7/8`i A 3/32' WING NUT WASHER - /6'i +. 3/32' DUNG NUT WASeER 06 I/4• Cc (BEYOND) POURED CONCRETE POURED CONCRETE OR CONCRETE 8":.006 OR CONCRETE BLCR'K REOURED REQUIRED WALL MOUNTING INSTALLATION WALL MOL�{TJNQ ItjSTALLATiON SECTION SA SECTION 58 A REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8'=I' -NEL,_W.11ENI,t,,,_ SCALE 3/a.-1_ SEE 91EFT ,a a 20 ANCID TYPE a AMGI- TWA /4 i - - ,/.•4 INv I TIO WI SPACING FOR RhTAWiWNS Wto WOOD - ... ._Puts 3 - 3 At" PADW tMwlw A7ECF!OR 1ADWCS AMO NTRYUM EDGE a6TANCE ARE wDICA1F0 GN iH6 SCNEaAF ,OR ED. IDES THAN P.00AIED ON SCHEDULE REDUCE ANCHOR SPACING T - AAKRKA rMoNe (I,) -' ;� 't•M Mnallo R.. UI �) .. I-___ _ d"''^M 8Wr! (hi _ 3 . ] . 3 ._.___.. J ,/2 - N81ML E.II q0K I711IINIQ ►ACTOR M ATCLYING SPACING SHOWN ON SCWIXULE IF, DE FOLLOWNG FACTORS. FOR THIS OPf7NTION 7O BE POSTii&t REDUCED , V2- yA - VmA w +79TA." USING FACTOR SHALL Nor RE LESS THAN MNTMUM SPAIT" WOIUTED , I/,. - _ _ POR EACH ,NCHDR TYPE ON T`R5 SCHEDULE 3• 11 1 U, 1 m :ov* ':�iENSF'� : No.44167 `•. III.: ii -- - a FLORIDA BURRING CODE (High Ve7ocify Hurricone Zon D2o70 �LwM - 20 GAGE GALVANIZED STEEL STORM PANEL `v �. L E�\ GLOBAL PROTECTION PRODUCTS, LLC. DTJ�12430 4600 Se 61 3'tEET NO a EMowavinic cow" fRME. rL lT]t n4 ---PU ""0"' rkfePA r. a:w w+a.E (VI'A -)6w. 10 I9s.)RR-67v1 20-176 -M - cu -o O W 41]!Sb_0 ' ", �7 ,*4 CJ A•.."D m � 7I.L 0 .n. >_ 1C -L V T a3 Y s a: C 'a 0 C7 = Li x . >• y CL -fe9 C E N O i- U GENERAL Norms' jiy 1jj, E-2 NAND SiS1I81 PANE( SYSIdI 1 E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E. D.) HAS BEEN VERiF;ED FOR COMPLIANCE IN 8.f1 MINIMUM EMBEDMENI OF TAPCOH MCHGRS AND PMELWIE FEMALE ID A PMELMAIE PLUS WTO CONCRETE ACCORDANCE WRH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE. 8LOCK SHAU at 1 I/4' RESIGN WIN R I i D 110AG§ SHALT BE DETERMINED A§ PER SECTION 62D QF THE A MENTIONED I I 1 ROVEB CODE B.2 MINIMUM EMBEDMENT OF :4 X 7 K-IN / 8' UL ANCHORS 7 L ,E ,. / SHALL 8E S 9• M . CONCRETE. A T WHERE WIND SPEED AS REWIREtl H UVR1501C0 R THESE N E BY f ON YrF+c E ESE §UTTERS WILL 8E IhST LEO M N P 1 AL G 0' h INTO I ANY FINISH W H PERMITTED MATERIAL SHALL BE PE MI-tED FOR A OIR "T ITV F K - IN 7-1 E IOMI ACTOR d 0-85. USING ASCE G AND SHALL NOT 1H (A L fxGEEO E MAXIMUM S.D.) 0-20 tOE a' 1 a- p SS IO K N / 2 S CWAL 8011§ 'JSF.0 SHALL BE LOG tNCIIGH SHOVE II My FLAN I . _.. SI MATERIAL EXIST)TO OE§IG4 PRESSURE RATeiGS INDICATED ON SHEETS 25 At 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE F,RST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PMELS BE FOUND ON THE EXISTING WALL, TO PAR THESE W N PR LOAN E ESE / NAx. (AS-D) DESK: PRESSURE RATINGS MWUtEO O7+ SHEETS 25 A 26 ANCHf)R'S SNAIL 8E LONG ENOUGH TO REACH THE 1WN STRUCTURE BEHIND SUCH PANgS, Ah'CHORACK SHALL Of A5 MENTIONED IN B1) MD IN 8.2). IN ORDER TO VC]PIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED A 33x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h01 USED IN THEM ANALYSIS FASTENERS SPACING TO W000 HAS BEEN DETERMINED IN ACCORDANCE Wir. N.OS- MlS (C) ANCHORS SHALL BE INSTALLED FO(LOWRA: ALL OF THE RECOMMENDATIONS MU SPECIFICATIONS OF 'HE ANCHOR'S MMUFAC:L'RER- STORM PM A F 1 FATIGUE PANEL'S apEOV CY' OF IMPACT MO A IGUE REStSTANC[ HAS BEEN VERIFIED tN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT O 2032, AS PROTOCOLS TAS-201, It IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAD ONLY BE ATTACHED TO CONCRETE, BLOCK 2 ne1S SYSIE10 KAS BEEN DES70NED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING -HE OPENING FROM THE OR WODD FRAME BUILDINGS 'NSIOE W/O 'H€ USE OF A LADDER OR LIFT THIS APPOCAT04 IS VNIO WHEN INSTALLATION is INTENDED TO RC PERFORMED IZ THE 1NSTALlAT10N CONTRACTOR 15 TO SFAL/CAULK ALL SHUTER COMPONENT EDGES WWCH REMNN N CONTINUOUS FROM FILE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING IO PREVENT WIND/RAIN INTRUSION CAITIFF AND SEAL SHUTTER TRACKS ALI. MOUNT) FUU 3. SERIES 1000 flIS7ALLATLON IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN AST ilAPON 5 RE'OLFRED ': at LFN,•`H pERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WUH SPECS INDICATED IN THIS DRAWNG rLVS MY bMILUINI; AND ZON.NG REGULATIONS PROVIDED Elf THE JURISDICTION WHERE PERMIT IS APPLIED T0. I 4. SERIES 2000 INS)ALLAtION IS AP°LICABLE 70 SINGLE AND DOUBLE HUNG MD IiORQUk'A: 51_UFRS STYLE WHNLN:gNS WHEN INSTALLATION 'S REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOOR`", INC. E - 4' HANG STORM PANEL SrSTc_A'° IS POVIIENT PENOM I 5. ALL ALUMINUM EAIRUSFDNS TO BE 6063-t6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) `I (a) THIS PRODUCT EVALIMTIIN DOCUMENT (PE D.) PRE OARED BY THIS ENGINEER IS GENERIC MU DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC. PROJECT; ; E WHERE THE SITE CONDITIONS DEVIATE FROM 'HE PE.O 6. ALL ALUMINUM SHEET METAL USED A" CLOSURES SHALT. HAVE 31n5-H14 ALLOY (b) CONTRACTOR "0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTA-LATFDN INCLUDING LIFE SAFETY OF 7 ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OLIALITY STEEL ASTU A-653 GRAD; M Um GALVANIZED STEEL THIS PRODUCT BASED ON TFIS PE.D PRCMDEO HIF/SHE ODES Nor DEVATE FROM THE CDNCrYON5 DETAILED ON T7F§IGh TION W/ry- 585 AAi (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, 8 AL, SCREWS T STAINi. S a OR 3 E A L i Ic EW_ G BC 6 STEEL SD 1 5 SERIES OR CORROSION RESISTANT COAL CARBON Si SEA IN H.. PRODUCT T OS E5 COATED FR] EEL AS E CI tHX/ EYALW ELAN DOCUMENT WILL HF CONSIDERED 1 IF k'7E CD INVALID MOfsrF:E O SOGTB w/ 50 AA. nElt• STRENGTH MO 90 Lz. 'ENSILE STRENGTH A §FNUL CONPIr W/ FLOgtI.A BV,I.OING CODE SECTION 2411 .3.94 IF p d SITE SPECIFIC PROJECTS S PR M r AFLORIDA E HAIL BE F EU 8 FLOR.REGISTERED fiF G EO ARCH _ i L LLC THE WIL 9, BOI T§ 10 BE ASiM A -SOT GAL.VAMZED SrEF.L. OR AI57 304 SERIES STAHLE55 STEEL W'H 36 kA• MINIMUM TLF1p SORE NGTri BECOME THE ENGINEER (7F RECORD (ICON.) FOR THE PROsECT AND WHO WILL 8E RESPONSIBLE FOR THE PROPER ES R UST OF THE P-E 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E.G. ENGINEER. SHALL fU ANCHORS TO WALL SHALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) _0�%iLr_ft�PQi7$L(: '. IILRETE (e) THIS P E.O. SHALL BEAR THE DATE M'D ORIGLNA;. SEAL AND SIGNATURE OF THE PROrFSSOdUL ENGINEER Or 1/4-4 TAPCON ANCHORS AS MANUFACIVRED BY I T W BVILDEX, INC (MIN. 1'c-3192 D. E.') RECORD THAT PREPARED :I - 1 4- 4 A 8' GALA-M E TO &5. A§ MA-E F` UREO B,' DEWAL INCN i / / NC (MIN c ]000 P. f.i) 16- STORM PANEL NMUFACTURER'S LABEL SwL BE LOCATED ON A REAOILT V1§IBLE LOCATION AT STORM PAACL N - 014 � FEMALE ID A °M1':.MATE A`LUS ANCH'LRS, AS MANUFACTURED BY ELGD COVSTRUCIK)N PRODUCTS 3 0 P. i )TE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BU''LDNAG CODE ONE LABEL SHALL BE PULED FOR EVERY Cit"_ NG f' (Fc-33.50 D a i) LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILCfN(: COVE At) MtNiMUM EMBEDMENT OF TAPCON ANCHORS m10 POURED CONCRETE SHAD BE 1 3/4- AND 2- FOP PANELMATE FEMALE 10 A, PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'e X 7/8' CALK -IN ANCHORS SHALL BE IS 7/6' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4' R-20 SS SIDEWALK BOLTS USED StLAL: BE LONG ENOUGH(SHOULD MY FINISH MATE -FETAL EXIST) TO ENGAGE 2/4' INTO ANCHORS. .nU,i„ IA',1�.FL.sp01 44, A,3) IN rA.SE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE rOUNG ON -,IE E%ISTIIN'G WALL OR �, ••'z)'r, 40 REACH INC MAIN STRUCTURE BE -NU SUCH PM0.5. ANCHORAGE SHAu Ok �,�CENSF BE MENDFNIOFR iStMLLF A ),U4D AF�)CUpF{ - ' No.44167 ii (B) T�.E2(!iT.�w@_GONG .TE. si.D_:__xel,;- = *; ii r ' * E FLORIDA BUILDING CODE (Hi h Velocity - f!a' • TAPCON ANCHORS A5 MANUFACTURED BY I T w 8Uli0f%. INC - y Hurricane zone) - 1/4- • IT 7/B' CALX-IN ANCHORS. AS MANUFACTURED By DEWALT INC (f'In-ISOO PCs'..) y' ` P2xu PLMPP. LNG 11 F-f?C}"•Jo...."* - 014-10 PMELMATE FEMALE 0 AND PANfLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION • I 20 GAGE GALVANIZED STEEL STORM PANEL W ,�; PRODUCTS (r M-2071 P.F.I ) " gtl.r:.}` A0 I.WI' \ If _____ , e7J:AJmso .• . 4L",E`,'1Jd'L1 I iE I. EI C O \. (GLOBAL PROTECTION PRODUCTS, LLC. D.R . ENc Y�-y„r rY,-,�: " :' % EACH TE,TTIMO t MW 9 CO y Y OAWE"IL SLH. ' H..,.. Pwf t,:: ra "xe)_o -.sH - (4sF16sR-73.5 - (9s.Fsea-Rm 20-176 I _ Gn.11Hr No P,E V.L tKRMIVPI, A GA -.71N WATER A. TILUT .. PT I AP :r-•u _ _ ,-- R i416) _ _ _ 9NPl 71 p 1e INSTALLATION DETAILS FOR SERIES 2000 AND 1000 EZ HANG STORM PANEL j)INTO POURED CONCRETE OR CONCRETE BLOCK I= to"CAU *A- )---t 4.) ,y..I. co•cMx .rMo1a cartx;E .Coos M,w w - Q) U:x. (ALL R1CDMf 'S. ._.__�..D. (TEE SO.FDWF / a : "s - ibt' 8.M] y EHQSY 2!) 't /-n4.ot"6.Mae ILIA® c011P[R �, d 1HQ1 ]61 ll -IILYL MR • I}• Oc I I D41 At Y1 - '1 Z__A �__, --{)-_ iD1ENa NnOe[rt� ii //ii I /I.rt• E4E .RUgo I I I---'�S : 4➢IREDi I G aM DI ,z1WR1T[ F � ! I - _1 PR> (D 4 l e 6ES il[lAA . A i ,• x4z) I ss G l - S NIT[ •L3PYS J �A ,S I' � I II T G" .-7m tIo m-I I I War 1 I In' u•- Ip Room) - �a 1 ! I \ I _--_--t-, - - .. T :,- HEM 4.! i I_ I a ... 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DPRESSURE RfcbINXu CR E D - tDGI p6TANLi SPAC�NG���FO���A��NSI�O�Et��E��K��� e Y P F_ 'AST IHR 4• 'd! VA4ROSlL._E - - DNi_eL.PIR SE'.IltitNS. ._-_.DILLfiHEE�.- MA%IMUM r YA)0141W ANCIKIFF$ SPAtlNf OR [- 0. . 3 1 1• - / T APPL.CA9E O OE I A.PR - - P,wEtwtTE -- sELtro.1s e / ! PRESSURE *'1P`- RE RATING 1- fi1M1-IY P.wEEAUTL EEMAIE Ia PI.YS Aln tWHE. 1 111: y PN1.L SIN :' (P`) I 1 'ro WrIrnET[ 'ro GONCRErE T 0 Op1GRT[ 0CK i carnErE O BLDCJI %aGK pf WCY I 12• N A 1 2 N A 1 2 N A I 2 N A 1' 1 P 8 2 O f S' 1 4- M Bono SERIES 12' 3' �-- 1 8- 1 I 6• B. 6- t' (BOnON)� (BOTTOM) SERFS 1000 ++ N/A _, N/A -__-t--.7-_ N/A Ilfp +- N/A -T N/A 12 t/2' ___ ~ 11' 1' (BORON) _7r. __ .66.0 - 3 f 7' -__ - 4r _ i._ -_l.- _- - '. T -_-- 1 - -1 )0' OH LF 55 N A I / -- 1 6 2- N A I / l l 1 - H N M1 / 4 2 - N A / fT ) I 2 NA ` / �- 12` N/A 9 N A / I 1 9 /2 N A / J (B-- I I i ___ N / A 2 NIA / A' ;TOP ) I 7' NIA 1 2 / NIA In' / �� - - -__..r '� 6" 1 2 9 1 I /2' 12' tt' t 2 t,• i (BOTTOM) It LIMITED TO 66.0 H. r. AS D. DESIGN PRESSURE RATING e SHEET 26 fCA .IICNaRS 'WE f SPACING FOR IN OR SrAUATaNs MID WOOD RA MINIMUMANCHOR ALNGSAND YApiDISTANCE ARE NpUTFLpTnls SCHEDULE OR o LASS- THAN "No-c"TIED 56,EULE RE0LACE ANO,OR SPACING BY TNnTA SPACING SHOWS ON SCHEDULE BY FOLLORG ERRORS FDA TADS OPERATION TIOPVTO S Pp598tIUCED SPACING OBTAINED USINSHALL, , LESS THAN Y.14U4 SPACING INDICATED FOR EACH 4NC40P TOPE AT ANCHORS LEGEND _ - - t/... 1/.'. T/.•.II 1/4'. FAPOON MII[IIM0 °"%14\'E r/41Ty„ __ _...._AMdYIORR _- 1h "LOOP YNN:'.O M3 1 J 3 ] , n ( ) _. t 1'. WAL1 , In . ACE16L EA OW WNW FACIDR ,/]' _ "I - -- ]In ..3 - - r J>0 - W ] 12' - I. -e F"/..,- TIT REDUIRES MA. D1S7ANCE BETWEEN BOTTOM OF PANEL TG 1 2 ' AND 8C9• /_ I ++ REQI/WES IDISTANCE BETWEEN BOTTOM OF PANEL I AND a) To BE 3/,e• J3/16• ' • I MA. CODE (Nigh Velocity Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-IT) _ 15,125" (TOTAL Vn01.) -- - - _]- 2.Ie- - -. --. 12. 500- (EFFECTIVE WIDIH) - - ,_- -.,83' ,/.`P-2mtj4• _I I ' 250' - 750' - S.I STUD RNEi® 10 ARGUE 06 /4' i - 61/A•(TYR). - F_ 3]4�_ 125' OR 12112'0.0 1350- _ - 1.3W - - 1 350' - r T.2I i ,IOU' tee".- - I _6T. IOU, a RMRSE07 I I ( 250 ' I 1.775- Oatl �--( 0 A YIN. , ' 671" SQ I.SW' 'EDGE ��-- 1 ' HCUMED GALVANIZED STEEL '6'� I ne4. TE EL AST. Ae53 TYP ` 2.000' OB4' grj. 1015•1 , 2, Lc-eD I GRADE e0 Well M HEMMED I 2 125• , GAIV EDGE I--,.5W`__1 125• I DETAIL A IDet' 46 _ - 375• - -' -1 (Tw ) 1- - - . O STORM PANEL .. - _ - - - - , I -' 350- - ,.350- - OfTMI A - 2.000' PANELS SRA11 BE LNSTAII FD ALWAYS 2,357. _ Mm LEFT TO RIGHT w/ 1/7' LEG AT END A' SIDE Or PANEL 0 "H" HEADER (3 "F" TRACK (4 ANGLE WITH STUD LEFT nv TOP EDGE 0021' (M•n.) R PNA'L I PANE( 5 END LIP (ALvµl1 D STEEL 115' . 2]0' W/ NENYCD t770F + , P.M. i ` _ Al TO.W A' I - ,wh ./: t 33'I ..7T0' �' F -i V. _ 1 j''. ' ..625•`_ 0. 375•0, !'..1:040.250'. / ' / -' 0.250 ;. _ 1 407' `� ' I I- � ' 1 I _-- ..625-I - 2 591 ' _ r•' HEMMED,. -- 1 oni ' ' - , ��. -r.•: PANEL -`1 <�S; OR - 2.15n' - .. . , r. 27L' ' JSOMETRM VIEW DETAIL A 33 I - 1 • , I no" ROUNDED CORNER O ENDS OF PANEL'S , 957 _ _ _ 'END UP W/ HEMMED EDGE. 1 '� 1. 625- 125• If'IjII ---2378• - IN.I S) 375' -P .� -.. T BORON j���-j 2.SW' 1 EDGE a PANE- �I , I 750 r Og 067 (D. �-(5) KEY HOLE WASHER © KEY HOLE �!T PANEL 112' (1. ) -[-_,J1 , 3105-NI54 AID. A110r Imo• �� r N 2.12. I 750' - 91 O• I -I A NATIONS 6' SHE" 6 FOR ADDITIONAL 1nAGiN 5 I - , - .. 091' 125' - ONLY � FOR FNSFAi Ur10N5 ROD _ ' O9 SLEEVE E 1jH - (TIP} WWOSTRVCTuRES ! 2so , J7,5 LENGTH "' MAX, `I` 250' y - I L--7 000' - 2.DW' 3 ]in' - - 193' a 2548' I. � I rFHI12! 2.OW A,Rt' ,te- ((('-000jfjoJ� (1YP), csD'. L � ' 7x- 2so' ( REV. 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Y 6• [IC w 11 -• r1• M'.. 1NRFAUEO PEVE'RAiu,N _• Nn n IN, '"PEA:WD EIIIUR4'0u 12) 2•,4' "DOD a E"„ " ALTERNATIVE VFW WI PLATE RCo„ERE-. • .IC.10IH to A", Ian L.1LT-..'1:.. n i V.. ILAt OR ON [:1GF WALL MOUNTING 1 STNI A. LLATIDN ,ZA , .H. [01.. SCALE i ALTERNATIVE 1 "W BUILD -OUT �QUNTING 5u • I FLOOR TO CEILING MOUNTING INSTALLATION NOTES iINSTALLATIONALTERNATIVE 4'tW ' :: 'i '6 S AP. ! Fi 4 .- CUR 6' .x'65 ! L. i. _ t).•.:, I t._ „.tIH,NN..... 5(J:."t. ': ! e 66 D. s ANTI PA s EN4 .:v I TERNATIVE 3"W `P A. T/( I'll ; HE. WC-. A•y Cf+N RUC' 1YJ4 l,IBf fry _ 6f :C;l.••:_a,. ... .I,-- •. ��T•, ...1/T . SG:r 1,'1•=+' o IKC P '•. ✓ ' 11 _ - w.' K >ENsm .r. 0"! OR TIP_ i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nor,a ND. 4 = C­ - V '. 20 GAGE GALVANIZED STEEL STORY PANEL SET '+w °T' 1'p ANC Pfk IPCYEN"S fCA '$ ,`, Sip. WA A. ,A C = * ;• I * = :Ma.N a. To P,(Ctj� •QwLY, A?._ As ii Coll +[W AL, n 3R (_�t "It MUG ,,+ nDC1C I- OR 2wc SEA;:< N51LAIOr, -rx - 'SifET :T A ..rxrRrc S1AT I OF ..;%@ ']' --:'� _. wrnnoTo _)' Fc P ` - i� E C CET INS \ CL08AL PROTECTION PRODUCTS, LLC. „i D t(,71E rag CDMAi.MTYWN of SECTIONS EVE TOP HEADER WOOD FRAIEE- C C -� f /�� / \ - cW 1, sTFan •! L> CpN9`NT JVF ft _IF -v' TIWr a ]TR1e� WOIII a[WIN6 ax A B0 wN'wG, I:AI, N[ I:a.BPL,.n ^N ANr CONB(TTON It A6IF'NOR LOCATION rq'rS.iON. L FQ\�,G.\p ' AMA .^:. -.rI Iul •xai IY " Y r+Fnc Lw 4ev- -, 1. 1r A.-e,oT 20- T 76 cxo: r« nr la S_ NY INSTALLX1I� SFNE. / . IT NN,IIt. 41N1•"'P U oa!6119 CF}rRL nn VOtE 'n11n EN TRK 1, S'+r)wK :DIM 'LAN:'• f 5!}:; S,rv.r1IIR/!:•tI .Ni A .I, ,, -I XIMUM A.S.D. DESIGN PRESSURE RATING (D it f,) AND CORRESPONDING 1 /4, 3/4, 4/5, 5/5 & 6/5 LUM SINGLE PANEL�ENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 Iw/6. 2W/6, 3W/7 A 4W/7 c INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD W 3' MAx ANCHORS (SEE SCHEDULE ON _ 3' WAY 1• MIN _kEE"S 9, 10 *11) I' YIN SINGLE PANnsrb,uN SIRGii.P1iNLLi LBESIBAItlEB.AT_EACH I-- -- -- - -__- -- I - -- I AT TDP 4R 901TDY EWLWa t_1&ACK4 ', __- ,_-UA1L_t* OR D. M..O2 3U. ®, r - 1 -- --- _( Q 0 • _ 1. b(ITH TRACKS :2'_QR (8 O Qj l MOUNTED AT EACH �yDO if__ -I. ___­-­­i--- ___L_ .. -, T. r.»-�.�--.___1 , MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.O CONCRETE a WOW DESIGN PRESSURE RATING INSTALLATIONS (P-0 0 w -) __ _ __. La Lr 20.0 17-0• 17 0--- T30 - r2'-0' l i 6' 300 I! . 10_9• T o O 10' � ,D;- TO•-0• -10 9,--6,- - d 9• sac 9-,- a-.• 550.._ a T a-0 600 W-3' 7-7• 630 A'-0• 7'-" 750 7 5' 6 ,0' _.._ -.__- W0 - _.. 7 7• - 6 7' 85.0 _-_ _ 7 .o 6 5• 90.0... 6 9'_. E 7' 95.0 6 9" 6 0• _... WO _ - 6 S" - _ 5 IT' _ _ 030 - _ 6 -3' - _ 3 7 -- 110 0 - - - J 7 I,5a- .. --- s e'__ _--"9.6... -- - 5 5' . MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ASD. CONCRETE b WOOD DESIGN PRESSURE RATWIG 6NST141ATIONS t �1 ♦ (P ) ( -) L. - L- 20.0 r. ♦ IJ'-0• . 2530.. _ _ 17' 10 1 r a - 1"-7- 10'-7' __ 310 330 10' 10 _ 9-9- 9 -2' - "Do 9'-6' sso s, 1 a'-7- 50.0 a 7• a'-7' 560 8 J 7' 9 60_0 6 0 7'-5- 65-0 ?'-&' 7'-2- - 700 7 5 6-IT• 75.0 7--?- 6 -a' aO,P 7' 0 6 -A. 115..0 7 0 6'_3" 900 6 9 6'-I- 950 IV 7. 5'-10' _1",___ 000 1 $-7' 1050 -6 6 J 5-1' .0.0 6-I' f 13.0 - 10- tTab - - - __. ,. B•- "MUM SEPARATION TO GLASS SCHEME - m WIND SPEED 4 T70 m p N I WIND SPEED > 170 . P_n MAMUM µXI EL LENGTH ("') __ _ _: UNRESTRAINED RESTRAINED IUNRESTAANED '1 RESTRAINED 30 OR LESS I' I. '. 6• 1 6 I/.- - - --t >11 TO 90 • I. 1 7 I/' 7" 1 7 1/2- I -+----- -- >IN f0 1.5 I. i IT 7 1/2' 7 1/2" - �•- - --1: r _ +---7 -��2-- >145 TO FEB. ©'UOr® I ' I '.. 111 I I - - _ - I I ,E �� t ( \ 1,' I - I I ! . 5 , A ! - . -_ I : I UNBOLTED PANELS I . (SEE SECTIONS AS - :. '',. BOLTED PANELS W/ 1 H-2Qr1• ' S S. MI5 BOLT W/ d O EA OVERLAP s j . APPLICABLE) (SEE SECTIONS AS APPLICABLE) Ij : O I 'i W D.M.. 3 . o t ©. - - - - -- - 9.- _ _ - o. o. o' 3 .AY ® d o' a' io. 3- MAX . - -. I. WN 2/4 _ - 1/4. 3/4, 4/5, 5/5 h 8/5 I" MIN. 1 W/6, 2W/6, 3W/7 h 4W/7 - -ANCHORS (SEE SCHEDULE EW SHEETS 9, 1n 411) REGULAR �TQRM PANEL `t) ELEVATION 2 687'NIS ,, = Me - '- (WIN. OVERLAP -1 IwgE VALCEY) • ,.5'X, 5' 1 TaO-OUMNC - 'TTRACNE TDP DIRECT 'P 'U Slut) F' nucx �� MOUNT HFAp[A HEADER I� TRACK W Z. W/4aC cLDsuREz DIRECT uf7uNr fi T 2 37" !- 3 5" 1 55' - I S0' 50- - _ - -- 15'xt 5• STUD ANGLE + - -- -- 35 55- _ ' .- j 12 -i- I 37 I 32' I --- 32' 1 32' -- 42' . .7` 67'--- 18 ---! 60 I b' -- 60' .3 '.-Y TRACK -BLit T iR- A.--,- ,- T W. S_ LSOSIAEES 50- TILL -- - 1 32 ^-- 37 ------ m" se. - 56 1 1 w !tD_� -pUT�r4 ifWS, - ._ _ 50. - �._- -4--_u- -� 38` 6p- ___� 56- I 156. 1/1 G"` SECTION A -A 1 N T.S. Watm3 o(1) L+: AM UNI ALOWABLE PANEL LENGTH FOR A GIVEN POSIIIVE AS DESIGN LOAD. MAX ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE ASD. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDCTW GIVEN A POSITIVE AS.O. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH �+' FROM SCHEDULE. GIVEN A NEGATIVE ASP DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH •L-' FROM SCHEDULE FNAL AWIINUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN 1.' AND III EX, - ACNFC_, ATI'w, FOR MIN AYC, LEND Ini POFICATTY OWUFICA O , I INSTALLATIONS INTO *DOD ARE UMIED TO , 95 A. A.I WAX A.S.O. ENSIGN PRESSURE RATING N ``NW,S Et/ ! 9, t0 a It TOR MM ASA 0ESX9N DUDS ! Wx PµEi- 6E,IG,N5 i'Oq ..` L N P P r -,A-7Nfn0// �1! 5 ACE f.: 5 USED 1VC Y 9 s FLORIDA BUILDING CODE Non High Velocity Hurricane Zone * ; 0. 4 4167 r .1D ao7o aTEco. T4 CAGE GALVANIZED STEEL STORM PANEL A,. DNM W y •, TATE DR '.: -7�• .r- - - 1 L E C O me . ', GLOBAL PROTECTION PRODUCTS. LLC. DA� I.. ',,,'"F •. s Q' ORIDIA .-'r;, A.-%.vli 1F> Iku-TA TEstwo a �carJyulY ANY, S. 51 s,W¢t DART FL an,. _ TO 175 .. V.` . „- a.Fi Im'Mp tt Y' ,Y, P,aKc (wMn-Tsa. ru ree.7r9-s79T ___ --- --'--------- F - --- -- -------- _------------------____ GENERAL NOTES n !tn Area YAR Ys •A.sTY _2 ItA146 A•mwt eb N.=E'fStF� GS-YI' _-_.T%-m N_ DOy :r.J IQ :.r,1;T.„r-St EEGStii. _MI A Y '� 1 i : I STORM PµEL SHOWN ON THIS PRODUCT EVALUATION NWUMENt (P L 0.) 4A5 BEEN VERIFIED FOR COMPLIANCE A A( CORDANCF - t/ 4 . IAPCON NNCHOIIS, AS YµU-ACIVREO 91 , W BUILDEI INC WIN THE 2020 (7(N EDITION) ON THE FLDRIDA BUILDING CODE IRIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH 4-10 PµEUMAit FEMALE O A40 PANELMATE PLUS µC-HORS, AS MANUFA4'URr - t' .LEI E^ €LCL CONCTRUC tI(IN FGO.Ur 15 VELOCIT, HURRICANE ZONES LMUAn-DACE / SYTOWARD COUNTIES) - i/4'0 LAG SCREWS PER NOS DESIGN W!ND LOADS SHALLHf DETERMINED PER SECTION I609 Or -NC ABOVE MENTIONED CODE F09 A WN4 _ 71 16-'e 5 6' WOOD BJSN NG.S r -p; ptEU r ALI PONT S1A w Rl ' b SEFCIAI T : .-A:JC SPEED AS 9EQLRCD By THE JURISDICTION WHERE STOPM y CD wl BNSIAtltII. AND E R A DiRE tQNA-Itt FACOR n THE at - N SHEETS - - - BE IN GC 7-,6 µ' T4G EYCEC_ f MAXIMUM (AS 51rN PRESSOR[ IJIN $ NEKCAr CD O EE'S T T N CIS lAP IIrN ANCHORS S i, 1R C' P ,. H L'c OTH USING A - SCE C SFU•1L ) DE _ tj THREADED ALE It, JI+ iL tV(`DO C_ µ L _ Nt41 9L ' 'Z 4kD 2 _ ELCV N�LW,F l 3. 9 AND t2 a '% to µC PAHEL4AlF INVADE 1Q DERV IN 1 T. 1nflY THE •v: ' n WIND PER a L FIRST R i vF E Ad CDNI GM ULTIMATE DESIGN R.0 LOADS CRERWNFD _R SCE F SMALL RE ROE ABOVE T n 1 i P R i F : THREADED FB CO SCREW, INTO THE SHALL BE 1 2" NO TNFFAUlI CpICEC f0 ASp JESIGk fSWR! FAILSIG dr MULTIPLYING E. B" O6 'MRCP 0 COMPARE n45f >(.' P PR 11N 4 TN PA IN A/Pµ W .IAI A. 7 RRr PENETRATION jCCC SAL ft T .Rm DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 IHRU 12 a 17, IR PCNETNATATN INTO STUCCO SMALL 8E CONSIDERED AS PAR' !1 ME n^CWIR21 n+READEG PElae^•Rn'YON IN R 7 VERIFY THAI ANCHORS N 'HIS ? A R A x INCREASE IN N;OWARIL [WOE 0 K O ED ti TESTED WERE NOT OVER STRESXL, J3 STRESS FOR WIND LIDS WAS HER '.%D IN THEIR ANALYSIS FASTENERS SPACING "C WLIC'v HA$ 8f f1: G!-TFR4'NED 'H ', !) MINIMUM EIx:C :MSiN.IOE OF LAC. SCREWS INTO WOOD iHKI. BE AS INUIr;ARO W ^HIS DRAWING ACCORDANCE WITH N.O.S. 2WIS - - C.4 MINIMUM PENETRATION OF W BUSHING SMALL 4' ! CI SCREWS, USED _ A.. ' 1 '^ 'cNC MINIMUM wl RESISTANCE 4N r'TXNN 1 t ^ ) PE C t700 EAlSH N. 9E '. 8 2 SC t F . BE / • i ORM Pµ 5 µ ACT ECM A,r>AC' AND ND _55tµCE `M5 BEEN VERIFIED IN ACCORDANCE WITM SE. FU9 OF / 4 COLA E 1° iN ` r, µ R XI MI. OA ` WITH NC1 R SHOU'C _ STUCCO EXIST. �. MMIIH F Wall_ STUCCO THE APOVF MENTIONED LOGE A$ A ANERrCµ TEST LAB 0' SOU FLORIDAiLORIM PLM'S UR 0 ( G 0219.02 CIS AS PER AE B PEP PT .IN - AN AM T N TESTING T f "M I, PER E 551E '2-99 h III C 330-02 >TANO M O ERU E5 4 !AB SOUTH L041 REPORT + v3U 0 A5 rn P STUCCO -M N TIE "YI'T ! 5 ^N _ Sf 'rlal PRECAST STONE. JP PRECAST CONCRETE Av1 Si,C.O OR W000 60AP,D> of -. J D )N , > wG IA`>-2AND PROTOCOLS. µD A� PER IAI CI I.n'InNS PERFORMED IN ACCORDANCE W,% ;CCTIOh ifiW Or THE ) E L 4' NTASL. CODE w'A", ANCHORS SHALL BE LONG ENOQG 1 TO PEACH THE MAINS STRUCTURE BEHIND SUCH PANE FLORIDA 1 N BV G Cr1DE _On Aµ_,HORAGE SIII lR AS MENI;ONEO IN C I), r, 7? A C.al 2 A:: AL`JMINIIM ,EXTRUSIONS 10 W 9063-16 ALLI.w AND TEMPER ft,Rtr55 OTHERw SF NOTED) GEC SHEET : ' ANi OR[ I , f ' !>F 1M� 'N'1 F ^An S 'F '-1KiN <% iH: NC'1' M FA'r H (DI -H SHALL &. NSTALLEC cXLCIMNt' M ! REL • AM _N. ON NiL` '>PE,. 1(A 5 A UR S µu L VRC .3 Al:- ALUMINUM SHEET MiI L13E-C A! ItUSCRFS SHALL HAVE 3105--11In .1.01 d MAY hSCI BE INSALLEC HOPIZONTAL:,r Fn! OMNG INSTAILATIrxY Df'4(S '.arUWN ON SECTKTH I INAOL,(.H b (c NE liS N .ROU,c 'AIR .,M ' x P' iNAT H /,A h I T Otl'' ., E CE EAocp,s & S ALl N BC USED \ I P 'T R 0. R - R A- c Y IM M. , ,'RNLI \:/ VY Alt SHFII METH µLDS SHAD! HAVE � R'JC'U A OU l f STELE, Nu 4 6-} GRADE RO YN U BC 'A. LED 5 EEl i E -U I N W'f A, AFT R RU S F L UC GNA 0 i2 2 a T LLECI / t 1� 'I I1 RESPONSIBILITY F T 'T FY i N R SHUTTER IS i v SHALT Bf K _S ONSaiRUTY 0 THE CONrRAL OR '� VLRI THE SOUNDNESS Of THE STRUCTURE WHERE 5HL E , 0 BE 'H t 1 1 F- Y Ai 1 •' r K r ATTACHED O N�l1Rr PROPER ANCHORAGE ntS SHUTfE >MLL ONLY BE A7- .LED rJ _ONCAE7i BLOCK. Lfl L1'OLC FRAME 5 Y 4.REW5 r0 RE :TNHIES> 5?FF.I 1D4 (:R 3t6 NSI STILES OR CORA05T(RN REYS'µi COALED CARBON STEEL .•, PER URN MIA LMf.S n I N 'Itl H' ' : YI I N LFI AN 90 Aa, RN r STET N4 1 µG S COMPLY W r..OR DA dJILLING C"JUf SEL IUI SGu �U Lr Ell SIRE G 0 51L E HeLI / 334 2.1 ' 'C. REGULAR. S10RM PANEL LENGTHS OVER 5L' A; PER SECTIONS I 7, A. 6 AC ALTERNATIVES IOU, lw a aW ON T A AVISIBLEf TF `t .r n4 t- NT T SHEC 5 + _ / RESPECTIVELY. SF HAVE LEG lE µ0 READILY S , IL'TilOW S.EE IVEL 1.i !` e L A.1 0 WARN NS U_ A: OWNER tJ4n C E BOL•c 'EI BE ASTN A- 1C1] GAL VANI:.EU Si(F DP A:t1 3D4 SERIES TANLESS STEEL M-tl JF Ks. MIN' YIELE' STREhiITH SECURE PANELS Mil• APPLICABLE REINFORCEMENT DURING PERIOTJS OF HC'RFiCµE WARNING HURRICANE I ANr n 10 S A' EJLV7W-' H[,P MN, MALL BE > t N-t i R `T C ,. HI II' R t t H�.'H s IN '1 'T11r rt '. A 1 � rNF S AL1A X1Al CN af.,OR :S 0 SEA:. CAI„ 41 S J L _(MPI'wFN rUGES " L PFWt ,, ,+. U, S • 1yN ! W':I / H BUILDING TO PREVENT WIN RPA I JTRU K171 _ e lDI'lN RIVE G/ 5 A r x 1 i 4 EI((S"N.. PQU9 SO! .?iLTE - 1/a'. 7AfYGN ANCHORS AS WNUr/a^'�n^ED 8' I i W RIJII.DF x, 'Nf (Min 1'._,'97 T's..) II ciOCM PANEL NS'ALyAi GN SMALL 'UNFt" MTN SNF GS tNI11UtcD In. •HIS UPAM:NG PLUG ANY B.'LL7Rt; YPrJ :•M.NI: HE GV.A.ILNi - 1/4' . . )/8' CALK 'N ANCHORS, AS MANUEACITJRED Pr MWALI INC 'PROVIDED 81 THE .IURSDICTION WHERL PERMIT IS APPLE() II:. 3'4- R' S 11'TR P" T -P - 1' L 4'e . LD _ � ANCHORS. A [ > ±FATTED BY AI DIN. 5(HFW 9rJL a ELIN. CO / SUL Y � l ) HS CNG E .{ Rf ANC OCE -. JE ,.W XWI ' t 1 i -c � 'HIS A S N a. N^- PR'N' NT'A i H5 PSITE ICE EVALUATION C7. IMn r._kW E FIEFACN D +' ) • -'ROJECT. -H- ran ro er rrR TI � _ E 5 E ,ITEW 0 SITE .s CIE1C -. WHEAT - E -. NDIMN. Ck'NA rROM F PE E I P I P - a, i r - •R -TIN PRODUCTS -H µ- Wt I.NF I µ Y •E v5 ANCHORS. 4S MANJF:t CARED D tLCs TUNS UC 1 I14 !L E E 0 b L I 1 IN YC1KWcMANUFACTURED1 'N 4 • IAWC NN, A _. AS BY OEWAL C F I 1 Cr I: CONTRACTOR 1U RE RE. ON FOR TI1C SELC10': PURCHASE AND INSIALLA If3N NCL'pN� JET NETT TH5 .R p :. ( RESPONSIBLE 0 _ C O U' BASED LXN IHIS PE D PROVIDED NE/SINE DOEL. NC- OEnAIF FP(JM THE LONpnONS Uf-TAI'.J JN 110!- rfXUWflI A', MINIMUM EMBEDMENT OF IN•C:ON ANCHORS INTO POURED CONCRETE ,HALL IRE I 3i A', 2• FOR Eu:O PAIIELW : ANC CONS-RIJCTIOR :AFE':Y AT SITE 5 THE C,CPEIRACIOR'S RESPONSIBILITY ./4" FUR :AMN NOUN ANCHORS (l) THIS PROO:C'T FVALJAIOI4 ODCUMENT Wel BE C.ONSIDFRCD INVAUO IF MODFEC A7) CALK IN a SOLID -SR ANCHDPE SHA:L RE FMBEDOFTI 7/8" INTO THE POURED CONTRITE 40 EMBEOUr AIT INTO 4' i1' N TA-' MT - i CC r 5 BE RNI i . 2U SCR[ WS USED SHALL BE 1 2 LONG MINIMUM SHOULD $ CC+: L 'f C1- 4 R'. •CF , $ U < FLNi PE 7`EC+ / !91 SITE SPECIFIC 'HU f. .:'�."� ( PREP -RED Br A EL OHIUa eISTREU FkGINEFN JR N"NCHEI r.. WHICH W'U. BE :OM[ TI F : F B. E eNc' I• MINIMUM FOR WALL' WnI. NO 5T!1CCC µl] MAY BE IIEAOED SCR[Y!a_: OA ALL THREADED SCREWS W/O HaC CP RECORD (E 04, FOR RIE PR ANTI WHO W1L1 BF RISE FOR 1YIE U7tfSE ECOR Z;PF D ENGINEER REC•ORI ACTING A JF LEGATED ENGINEER M THE PVT WTH W1HC NUT$ PROPER USE nF THE P E G U ENGI FTT'OF PE P E D EHrANEEF 5HA_ 'iUBMR TO 'HIS UTf[P Tkf SITE SPECIFIC DRAWINGS FOR RENEW A3) N USE tFIAt ORECAST STONE. PRECAST CONCRETE PNELS. PAVER5, STUCCO OR WOOD BOARDS RE F01i140 ON THE EI:STING WALL OR FLOOR, AWFHOPS SHAI1 RE LONG EN(KIGII ft, klAC,H Tat' WIN STRUCIJRF BFIINO SUCH PANELS (°I FH15 PC.D `'HALL BIAP THE LMIE AND ORIGINAL SEAL AND ",IGNATURE OF THE PMJFES5K•JF'AL ANCHORAGE SHAD, OF AS MENTION ,E,IN A 1t) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT IB 'C-[F15TING SQNCRZL �QGIt a j ��'t\I_j�-y9. 14 SMUTTCF WNUF�'REA'5 LABEL SHALL BE LDU1Eu ON A READILY VISIBLE LOCATON AT STORM PANT_ SH„TTER 1N ACrOROµCE WITH SECTION 10992 OF FLORIDA Bllly NG CODE ONE LABEL I/A- a 'APCGN µCMCMS A5 Mµ11FACTU1rI Br T W PU4 CMx, :NC SHALL BE PLACED EGA EVERY OAEPANG '_IMI1, T1 ^•.P•1 WTI. %EC!ON 1,IN93 '1r MT 1j 4' . , 1/e' CALK -A APKMORS. A' WVU1AI; - REL RI OFII INC '- ROAtpA GUIDING CODE L/4"e 13,/A' SOLO >R ANCHORS. AS DISTRIB.ITED BI ALL POINT XREW. 13CCI & SPECIALLI f,;; 914' In FLMALf LG JJAS PANUEACTE n VS ANCHORS, 45 4ANUFA-T.JREC Br fLCC CGNStRUL t'GN PRDaMtYM1 llll.t \ ANA' NTE TL a /1• a ZA4M' NAf IN AhCHGRS, A$ VAVL,'FAGiJREC BY DEwALI,INC , tFR A: T/l I H'1 MIN4:.M fYPE0MEN1 OF TAPCiN NNCI,CRS. FLf.O PµFLNA1E5 AYC ZPAIAC NA.UN µCHOA, INTO THE AO�F'4�C ENS `/l✓9�'s 9L 0•; UNIT SHALL BF ' 1/4• :• FLORIDA BUILDING CODE (Non High Yelocil Hurricane Zone) IF P]P19 ,A- .K E�PEE^' 44 's 2! GAGE GALVANIZED STEEL STORM PANEL 'HE 4 67 P:I CALK N e SI,LD LIFT ANC:FKJP$ SHAL, BC FYEiEODFD 7/5' INIr CONCRETE BLOCK ,-w NO BEN" De.w K+ S`VCfn SHAH BE PERMITTED r/." A 2G SCREWS USED SNAG_ BE ' '!2' LONG M.NIMQM S-OLIE JI01 C FXIcT r -'- AND MINIMUM FOR W'ALiS WRE: NO STICCV p'�-J-. / (GLOBAL PROTECTION PRODUCTS, LLC. °I ;';1010 STATE LIE I F 1 L "* �/ it!) IN •:ASF THAI PRECAST STONE, CR I>PECAS' COSCPETF PANELS, STUCCO OR WOOD BOARD' BE FOUN,. 'F'Iogl % 1 Z'J TIUJT TE�sNN9rF a,N9'�"RA1No C9M. Y SW c' I. r XISTING WALL. ANCHORS SHALL BE LONG FNCi TO REACH !HE MAIN STRUC.TIJRf BEHIND SUCH PANFE�s �G•l ».. 1 •A, -.uli .. ca••I +MINI �A,�" HgKF 19aaHaR >sli +.M. (W41tAN-eT9: 2D-!75 �. ;ANMnc Ac µCHORAC•E SHALL 9E PS MENTIONED :N d') aNG IN 82 'Fs s/ hiA N (N"_-_- G °ooAr19Y _ w. .w..s .A w . �,. .,. -m ,'ll�lllllll ,1\1N TIE MAa /MGwtUSE:/METE wN,t,1n A ,Il,ln Ar .I R[ _- _ _ , 'N m . M1rI , Lr m F INSTALLATION DETAILS FOR REGULAR PANEL ''1 i INTO POURED CONCRETE OR CONCRETE BLOCK STRU�jURES .. Iy,T15TING POURED CONCRETE OR CONCRETE BLOCK _ EXISTING POURED CONCRETE OR CONCRETE BLOCK =E... �REC. CD. CONTAIN ANCIKATS CONCRETE ANCHORS (SEE SCHEDULE ON I.: 9 THROUGH CI 'ET ( (SEE SCHEDUSHEETS SHEETS 9 TH)EXISTING POURED Ft CONIC Ell OR ' CONCRETE BLOCK ``1 REOUtREO i:3) Its i I ,,/4' _ _- I1/4" - •E.Ceats'/2' WOO I/.- oc .__- MAX.. lrl`111"111"� MAT( CONCRETE ANCHORS 1._, �-_-r(SEE SCHEDULE I I I I SHEETS 9 THROUGH r0) G I I, iEC I I 1 EOI l%'' I i ` I I_/--. I ED: I ''� I L I 11�T) I 1 t,-f i RI t ! 1 A. 1 rI^ - _ 1 I/4V-m.1• } T 1 ss ears .,® n _ n I' Ilr,, ( ( I/•i-7a," 1 As va� I E 0 I 1 I SEPARATION I 'R BL O.f16'V i II SEPARATION 'n G 1 f 10 CLASS 1 (m He NNIM I Loi a.r ,, EXISTING (SEE SCHEDULE �- M9F �1 TD GLASS. , IT SCHEWLF I (Ls Ia, RfY - 1 IUTN oAR rx ' 1 y - I I I CLASS --I ON SNFR 3) , ' PANEL LE NGT-n N( N ON SHEET J) I , i , I 1 I t'--- 1 (SEE XHED'J(f tl 1-, E INm SEPARA,ION I 1 1' Mar ' Me4 I t I i ON SHEET 3r R i 1 ! CAASS L LENGTH PANEL LENGTH "l (SEE SCHEDULE 1 ( CONCRETE µ[HORS I I 1 f Y IT T I f (PAN (SEE SCHEDULE I 1SEEE ON SH rT J) ON SHINE 3) (SEE SCHEDULE ON I SHEETS a iHAOUCH IBA i ..I I i i[ (_', A I I f _ ON SHEET 3i J : ' I 1 ![ I o kXISGLANG I ETD ,; I t 1 i F I i }•e-2o.IrW WDLrs 1. S i j i W,� s,/a' oc i CLASSXISTING it I l `) 56x i i OF'L' yAx T I � ` 1 t' t 1 I I e, I C D , A. I I 1 , ( 1 [ i ' i ( [0 F E.O. 1 F2_ [ I c h � 5A .. - ' E144CRE POURED CONCRETE fl4 ' I /2• / N O 12 1 OC 1 1 1� ((AS APPLICABLE) I I Tw eK!YA TAAFeKFLA W CONCRETE BLOCK I I ! CONCRETE ANCHORS ,} I 1 ' �. ) �F / -_,' SS. As W/ Mn REQUIRED. i 1___J , (SEE SCHECl/LE ON -=-� ' _sL , I ALTERNATE __:;J- • ,2 1/7. o[ - 1' Min - SHEETS 9 THROUGH I07 ( W/ ® ONL`r WHEN SQ_iD • I'' io '- LEG LOCATION 4 i SE' a CAI. K-e+ ANCHORS ' ARE USED b W/ 'JM WHEN EXISTING POURED CONp RL DR RRE BLOCK CDRI C%ISFWG POURED CONCRETE CONCRETE ANCHORS PAINALTERNATE ARE USED ANCHORS REQUIRED ARE USED ANCHORS OR CONCRETE BLOCK REQUIRED S74CCERM W/ STUD (SEE SCHEDULE OH (SEE SCHEDULE SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUII.D- SCALE 3/5-11* I% !_ NG WTLl SCALE 3/8-1• WAI,Ir�ECT MOUNT SCALE J/6-1- \ 111111111111111111/j1j jIt•l/l�� . p"ILIAA, ,.`s' :''' TENS '.,9 % FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) - - 0. 44167 = P]OA TAU. WG 24 GAGALVANIZEDEL T M PAN GE SITE STORM EL f. E.D. - El%AE DISTANCE yDrl .. coMBINAnoN of sEcr oNs # " •o'-. * _ STATE 0� '�'^2�� -T`--` I i / L E G O f E6t GLOBAL PROTECTION PRODUCTS, LLC. tl1,aN r o7/p/w]9 (SEE SCHEDULE ON SHEET$ 9 & 10} TOP al BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' 9 '' n�'' F r F(ORID* r \ /l/Ikl2♦i - \ - 4. S, ,TREE' n TM'^M0"AT EEMKIN',S"FemeW1ePa°YM"^ , mrz, R 3ax+. PNrnIL: Fla ., /p.' G,IAd'-� W,- oF., JI-,>�-. LWW r ..... (u.)Iles_7w. (ro4;ee.-e7at 'u-oaon,.-" .r �111-.1.7]1iNSTALlAT10N. I 'N I[NNHI 'N"E/a,[-;MICAA ZMUT Jr., AE 7 W -6-. (v Qi C_ U N OL L (l) CZ O O C Ca '0 a- .U0 U - -_ Al N U 0 O .- O L � L (1) O C O L1-- CU C -S.- ,.I.- CU ^ O 1 M O L in (n O CU Q.. -� CCf -A - C •� 1] T. L i c ITI C= III V a m � LL y a N 1 ED Q EV C! d C�.0. C a7 O -G cz (.3 : n" 3 3 /D -- j a a) = a., M 0 L, ___• 4 N C a O C Ci 0 - --- - ------ - ------ --- --- ----- -- --------- INSTALLATION DETAILS FOR REGULAR PANEL 1 INSTALLATION DETAILS FOR REGULAR PANEL I, i , ( - INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I INTO WOOD STRUCTURES I INSTALLATION DETAILS FOR REGULAR PANEL i�') INTO WOOD I.; .. :-- ' Min. �._ _� '� /-. I V r/.•r-».I• ( P �- f BEAM REWIRED. SING I �_-._.-_- L-__.- 4. rQ.� X E SE ARATS I E .1-1 ALTERNATE CONCRETE 1 _ W000 ANC•NRS j - ANCHORS LOUIDN TO GLASS ^ONCRRE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE 014 ET (SEE SCHEDULE I S /.-+-2o,t- r (SEE SOEDI%E Ov ExSnNG POUTING CONCRETE SHEETS 9 i11ROVGN 10) EX'571NG POURED CONCRETE SNER , 1) 'r .3 I s5 ,a''I e0L,5 1 _ __ ON SHEET 3)• 1 I ss ewrs rr� - ALTERNATE LEG 4'xB' (Min.) p(tSTP+G WOOD IOGTWN OR CONCRETE BLOCK I w • . /� O C F F 4 ,N, ° ` 'RURAL _ SHfiT3 9 THROUGH 10 RF.IXAREO. -T--- - LtW K a!P >.d7 ADEQUACY OF EXISTING WOOD I OR CON BLOCK---- 1 I �0 I I BEAM E BE cERIFlED 8Y I -j/ OR CONE T ANATE LEG ,( I-.-T_-T , I I 'I.' MP+. -E0 EC - /9� GO./ pGT10N CONCRETE ANCHORS w00J HEADER I ' I Ex1STIf l }� 1 i I PANEL LENGTH I REGISTERED ENGINEER OR j (. A (} O•' W EXISTING POURED /,V ,.t_ •- (SEE SCHEDULE ON _ _ REQUIRED J� Wp00 ANC' -ORS _) _ _ T I 1 S G1A55 1 I I (SEE SCHEDULE I I ARCHR PRIOR '0 SMJiTE j CONCRETE REWIRED ,/� ,-. I- - `•- i j (SEE SCHE0.1Lr ON I 1 1 _ _ _ I _ 1 ON SHEET 11 FQR I RNSTALUTION. - ' - �.; I.A. - - - r1sE , 2, / SHEET 11 01 1 - e 1 R NEl1 Wwu .1An yy SHEETS 9 TNALX7GH it,} :1,: , .a• 1 ". W000 ANCHORS nTERNATE M'OC10 µ[HORS -._�-- -T"_- -'{ •YIn 1/1. , r1.J _ " - r, - Uri sum ,eA saWr a /Y i;/a' i /2 I 1 ``OIL �ry Tit( '� 1 Z :` •--T`'., �- N-H'-]a,• ss s / rn S V O' 1 , f I ' OF L• SHEET ITT SHEET 11) t (/9' `) . L N MM ) T 1'E I 1 501t SPACER (SEE SCHEDULE. Oro (SEE SCHEDULE ON I _i_p _._EQ- A' tee/ '.''ri' ' _ •Jl DE *ER .. . I 1/.•-7p1• ss .s A/ .;:" ' MAX I I LEG - 'I� SIN( EC it 1/2" • I2 1/2• Rc '�W WAY CONFORM ANCHORS • 17 'n'ac -I -- _ 1 . ___-�____ 1 WOOD MEAGER '., ,'' _ ' _ ___ _. '/A• N { - a I /\ 1 -- ' 1 SEE SCHEDULE ON !�� 1 I 2 I REOUIREC ..} - 2' EO' _ _ 1 E _ 1 1 ( �• n - - li Mln I1 ! MITI 1 f 1 ' MM. WOOD HEADER _. -_ 1 1 SHEETS 9 ±THROWN IO) E.B.• , I EC I I I ( 1 E- 1 --- 1 y 1 p -i REQUIRED i-- ,. IF � CD 1 I I i f 1 , T--- I I i$, _ i' I eats _ ! . I r /sr-Ia,• ; - 111 I I x R _ �/EE��- / ss - elXn I I i ED I Ex a ! 1 1 �l I ED I E-a�e,JET oc I l" LEN I _ i _ 1_`_ I ! F-._-___- ._ ._�J ! ' GLASS JI 1 SEE SANCHORE PN I ! r�ia,/.•ofYI I F 4 PANEL LENGTH r--, , I •{.:�' I' MM. LONG A1.1.NAINUM SPACERS O 12 1/2'' 1 1 WOOD ANCHORS •..'.. 2' 1) I 1 E%15TING„p , p'. I E' 1 1 fSEE SC+IEOULE I E MITI 1 (_ 1 I ®SEE NOTE '�8E10W FORL;MITA 1Th7N5 FOR I i Min. 1 ( __..- M� I _ ' ( /_. CU55 1 I !f' (i ;!�1 EC- ON SHE 1 ( I 1 I _ SHEET Ill , t- 1 I d, a 't_, 1 I -� i Ym. 1 1 / FOR SPACER (j I 1 1 I ',1 1 1 I E i j 1 t 1 1 i-7st'�; 2 ';11 SEPIPAnON I F 1 SEPARATION ( �y {` ',� I A SCNEF1lN;E i - 'L' WAX I i 1 'L' MM. t 1/2' LONG SLEEVES ISEPARAION TO I i �) -1 `t_`�!'� I t, 1 i 1 ! ° ! 44 eals .� I E - ( TD CAA55 I t {-- I0 GLASS _ , ( PANEL LENGTH --. _. _ 1 ._. 6 LL 1 i'' REaNr I F I ON Sf1EET3 I PANE: IENG?n 1 1 --4 GLASS I , 71 T CNN I 1 DAI .a PAra I10N TO GU55 ( 1 E tjfP-]dt' (SINE SCHEDULE i 1/AV-7P.t' 9 h 10 F (SEE SCHEOJLf I ( I (SEE SCNEOUE' 1 SCHEDULE 1 I/.'r-]0.t' �a 1 I-� I ! O Y i ! ,HR1, tMIP » I 4S can . 1 i DN `.NEE, 3 es BOL3 r ON SHEET 3) I (F SEH4AULf 1 I PANEL. MATE FEMALE ID OH PANEL WEE ) NVy' 1 Min. SEPARA710N TO CUSS. 1 R I / I -I In (S¢ SCHEDULE ON I i rQ ) I t AL a I SPACER I 1 E ON SNFR 3) t 1 ( ON SHEEN J) , 1 ON SnEF.I 3 SS eats . _ - I' M9r Y J3 1 & SHEET SI . ) . 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L ON SHEET 3) I I �(sEe SCHEDULE i i -� sox - - - q ) i sex 1 -- i E S I ON sH.hL 3) -j 1 I - DIRECT MOUNT W/ SPACER 8A I - p i 1 I It ON SHEET 3) 1 E r_+ I 1 _ I 1 1 T i 1 E, - 1 I . + L- 1 1 i i I OMML 1 I E o E Mu, IF I i' `' 1 i (_ I__ 1 i 'i 5A ALTERNATIVE 2W' i 1 ( I { 1 I 1 1 1 , I I _>,7 1 sex ! 4-} I 1 i i E I 1 - i I t't.! ' - j I -- SEE TAB - LE (11 ON SHEET t• FOR MAX. PANEL :ENGTHs AL I 1 I I fix' -- 1 ' '�1 yAxL' 1 ' SPACER 1 t 1 - SOS -- 1 O 12 I/2' O.0 1 I OF 'L' I ! .r,C�`J) ! E 0 , L I , O OF "l' i !y!$ r MAX ASD DESIGN LOADS FOR THIS INSTALLATION ' f� q - -- I L V ,) I 10 12 1/2' D.C. A E L LENGTH 'I I i .A% I 1 1 DF 'L D - I F I 1 r4�r I '!_% _ 1 1 1 ( I ( _ 1 1 1 I a) ° ' ! ! :s�lEa'KW a0.T4 ___ 1 i _ _ -` J/4• I 10 I1 1/2' D. f. -L. _--. _------------. -_-.-.---_. _ -..- - _.. NO FIN[SNI e I ( ! 1 �. '/a'A-m.t" f 6 1/a' OG • I • ( r { CONCRETE ANCHORS CONCRETE ANCHORS }. 1 - L I I 1 1 EO i 4 I - I ALLOWED 1 Y 1 I EO y �L[� N1/' 0C - r0 EXISTING POURED -• (SE SC;EDULC ON I (SfE SCHEDULE ON _ 't F. _ _I I 1 I I WOOD µC+rXNS Ij( 7jC tlD$: 1 L--_ J _ �.-'�---�'' r * ,Q�' e r ,/N• o c CONCRETE _-" ('ji�_ Or WALL OR S(AB SHEETS 8 THROur. •o) _ SHERS 9 THROUGH 10) 9 2 1/8- •.ONG 4M ALUMINUM E0 I I , t II OREOLKRED i SPACERS O aI/N• OC. VALID FOR STAGGERED W/ 57U0(ACT CONW1LL GADS3/. EXIS,ING PoUREO CONCRETE ALL DCS CN ! AND PANEL - __. _____ - - __._ _-_--____- - - ECK WOOD n,r_-,. i � __ S.AGn1 Y WT K t '/I" lgrlG f: I - i _-__i-_ - ,. --.. , 1 SHERS �FIEDVI£ ON �_. .' w000 PIATC _-GET CONCRETE BLOCK Lx57mG POLMFD CONCRETE LENGTHS T,[R SHEET 3 j (171,annytnitN R LAe1ED TO A IMP tndN eMWRGs wml tS-o' DOCK R£OUIRCD WODp µCHDgS CONCRETE ANCHORS REQUIRED. OR ;"OPICRFTf' BLOCK t2 %2' LONG C fSEE tAgIES/+LOON a 2. .4 WOOD - I... © *B�SAN. WINVA�N TO .AS4 IrmlcaTED 2'aA' WWG eutorYp Nmn 1%AM4NDr MDCAIDOWAY WAN NOW HDOW VMS IS A � °0N rRW ART ! Wt70D ANCHORS REOUIRCD SCHEDULE ON m Q- (SEE SCHEDULE ON - E D, WOOD µCHORS 17' SEE SCHEDULE OH _ - 1 SEE SNCE7S 9 THROUGH 10) SHEETS 9 8 0) j I STAGGERED w/ STUB ; I SHEET 111 - _ REQUIRED 1' PUTS R£WIRCD ( J/4 ' SWEET 11) 1 0. 91ET ] WAY D Ito cats r0 t/a• AS . PATE REWIRED (]) FAMED S E KI !I W\WO11A D I..E4D AT FOIALF c OR I (SEE SCHEDULE ON LONp AS IMF igJA'f0 EWOn1aIS ARE - ._ ''. PYRE SITE lN,US) 51aN1 S SIMOED YNIWIIN AT a 1/4' OC. I ( ISHEET 11) 1 WIFA," WTHI STET e). ASSRec"ON, PION 12 1/2' O-G wl-ZOe A"NM a1 ! _ _ CEILING AN R MOUNTING Sul NTINGWALL MOUNTING [DIR12 RE fCT MOUNT W/SPACERS OR �A (') RATING ASD ° I 2 YIn '^ SECTION 4 amSECTION 6 _ _I �.. ItVTINO 6 .6a, -u R.-t (]) m 6 GIBE PANEL L now a LAWrto TE N' AT , o.EIANc IIIII v I SCALE ,/e-1' SERE 3/B-t sKF 3/e-;• I (2) nWAW NW sole, ANSI ,nAG,N a WALL MOUNTING DIRECT MOUNT � FWaM AIm PANEL. ENOn6 ALLOrED ON I WALL MOUNTING p7 sTOB PANEL IIerAMATv a oAY L CEILINGAANERNATiVE 3W CANTING 1� ALTERNATIVE 2W N) , tJ2' ONG SPACER COMPONENT ININ,LONG swat et M, ITS ON INDICATED ON BUILD -OUT MOUNTING �� ,GALE 3/8-,' �T r 9W"UAno" or I I/r Lo11c sNctR a rs aar ALTERNATiVE 4W Wf0 AN Dran.lo w000 rwAA[ 'RNA Vlua FOR Wft i0a1S 1. 2 AIO 3 s DE/'fam r AS", SCALE J/a",' I ALTERNATIVE i W six SCALE 3/8-1• (.) fWMA TIOM VAIN OKI FOR WAND -- E-,»e st4mwo AW THE 2mo FAI EDITION) OF THE FLORIDA E /6 i . u 1 29NES i, 2 W 3 AIDIT AITTO It B11p CODE `�a A 7/ a1TEH1U41..... I P l'. N\sV 199e-ca. �M,Y4NYNMNr �, �/''1 , F A. IT "' . - - - - - - DER A. TI( 'A4 - - - -- - \TENS ' ✓q#s Qy�E........,il I/O, I t .....,...•,`%aye ' e ."A . s W a 1%I _...,\TENS((.' •.s FLORIDA BUILDING CODE (Non Hi h Y•locit Hurriconl Zone NOT �v 1 "\.,\CENS : �� s _ e �' FLORIDA BUILDING CODE Non Hi h Velocity Hurricane Zane fPJTE FOR COMBINATION OF_-' '1 Ns:S. No. 44167 z FLORIDA BUILDING CODE (Non HE h Velocity Hurricane Zona G 1 INSTALLATION ARE ONLY VALID FOR MAX A-S.0 ' #- rnm ,ATLIx, ac r.f 1 INSTALLATION ARE ONLY vA) 10 FOR MAX ASD �2n 1xTDco, .L r). ' * z r2o2e T1ITFm. Pc 1.,. 0. 44167 24 GAGE GALVANIZED STEEL STORY PANEL , 9r. I NVIE._EQ9_EQMeIWAT!ON OF cm14)1'"S _ No. 44167 2t GAGE GALVANIZED STEEL STORY PANEL TOP r4 BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s-I) AND PANEL LENGTHS = •a'- = 24 GAGE GALVANIZED STEEL STORY PANEL Q * * ,A, : DESIGN PRESSURE RATING (p.I; I) AND PANEL LENGTHS `.R : * : * pA+rn W. _ STATE Of DrAM'1 B+ N9ILFORCQ�(i�AT)4�1.-qj-SECI.L!:N:. __ : _ _ - o'7rn/mw TOP h BOTTOM MOUNTINGS CAN BE AS PER $CHEDl1lES ON $MEEK 3 fE%GIRT .-OR _ •_ _ ,, or/2Tno2v H51A:CATION 'AIRY TO SUET ANT 2_ OR NLlYAS CW00DLFRAME CONSTRON SHEET ,CTON: W000 '.9�•� ."fORI �'' �r�= _ _ vT/nnm9 E.D. - EDGE DISTANCE = 4 • STATE OF �- _, / �. GLOBAL PROTECTION PRODUCTS, LLC. -o STATE OF;- ` . F ; g.�,{ _ - .. = Z IL E C O 1MC. , WE COMBINED IV ANY WAY TO SDI' ANY ALTERNATE 2W) �3 . - - 1� E C O IMc. \ GLOBAL PROTECTON PRODUCTS, LLC. DATE MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC 1p ;(� `' IL E G O INe GLOBAL PROTECTION PRODUCTS. LLC' a (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE "s,�p '. F p - a1100 s. St srAm INSTAt.iB11ON O F i+ i ANY, S. e, sn"i '/O S - N .eeo s.r. el snEn ,, , /GRID TLU` a INaNN,o �� nNYI 's F'- /GRID T T111I "I"m • Moa[eRIN• COMPAN'I DENSITY OF 0.55 OR EQUAL. HALF rlLLli TESTiNRo a e]Faa�tiln LeowAMr �Y�fp SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY (.` f,�• , E _ _ A, 1 n 20-175 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD • ,,,. •. A5 - t,,1lu r m wP. rwlm ou M'" . FL 3lJu "PHNNN' It`"'" '�`a/ T °"°TE' r Jss'P 20-t75 Z iNSTALIAT10N. iFA� /0.' EN w.N IWAI_2 1. wan,-,Y, 'Y .^'aG (Est _1aa� i13.c�(2sAM69-alai f y S/'••• N - _ w, ,I^_ oArfNc w. Err IjIP4 ~ G-'°D°eT'v DENSITY OFJ0.55 OR EQUAL. PINE No 2. W/ SPECIFIC •FFar1�It / """• nPti rY',,,Pu � Y'-'m' "K9NE aSP sae, rAa ua)em.eT9, IN J-115.] G-aoo67tRI/IIIM11 /$IQNriMF/DATE " a- - e� �' ".a- WTI O,_.AW r. 11w).N-.AN P'llti.- nKHF -. F_ FAA(WHXA-A,9,WALTEW A TLUT N) Pt , .e I'N "/➢ . INNA/M� fLFRE/GIE .ArtR A rnLR 8., PL ' AE 9[AIL./SIOWIU16/MTIL "_r" M.s.m 5 of 'e Y tFt• Pm : . W WALTEP A Tl1R HIlTA , de n-M N : slit ) or ,s J __.-..--__.._.-__-_ - - _-_._.._ _.___ _ Raab\ at,6T a_ SHEET NO. SH 13 LI I•' I I I 11"I I I 11 l I III 01 1{ 1■ E1.11 'INN I I I- I I I I J _ ' I 1, I I I -- -- I I I_ I I I I L 1 L I_ _j I I I --L I' I I 1_ I 11119WI1111111 �_ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLACK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE I SAFETY 8E E-I, HANG STORM PANEL I SYSTEMS i 1 I I,., 1 .. I POURED �.'�' ,S..®. OR .Q' CONC1ETTeORCR OR 8061-i6 ALUM COIN HWl 0. ANGLE WITH ./4'.. 1 3/4' AwoN s I o.c, 2Men` 1.1. PWRp GONCIETE m FTN'1E '] - CONORfTC 1 I!A'. , 13/.' TN+GON LOCK OR I•H' WOGQ FRARIF POURED I _ 1 COfCREiE B00A OR "'� ,�.,• B 1 I T' REQUIRED I I. ANCHOR • +I. O C. M;"- I 4' FRAME 1 WINO r, r_ 11 GMc PArrrN REQU@I EG I 1 t ,' CM, 1 1' 1 11 t 3,• '1. /,/f"�� AAN[L i " Mdn : • I • 663 TO IALtE n LEI. Li➢CA ' & 1 OC 1 I VARIES t i a . 5 O55 COH - 1 '-' S" AIMI, 9T< L 4'1H , I Oeo' 3105.LFNiOS, $HELT POURED CO'I{RLTE L'IXRfIE .. --- ' - u.tAL AtIIM BENT PUT - 'T - F , BLOCX e"!! T"N' 1YpOD RARE x 2' 25" -. P N F I EU 1 Hta 1 { 0 ,, 3t05 OR '-1 �� `•�- 2 i 2 _. 80e!-/b 4LOY 'y I Min _. _ Y _ 1 T/4� CON'. ALCM. ANC,[ ,,,/ MOT- /� f M4. c w ----aE®.-.,, .wall /' L 2 N AACNNUi Cana Mint AlN41F ! j N) E P ) CASE B (PLAN) CASE C (PLEA CAS D LAN A P N) G CASE ( LA L L� I SCALE 1/4". 1' SCALE '/a"mot' SCALE 1/4'.1" SCALE 1/4'u t" , r I SOLID -SET OR C__ I•.. I � ELtA PANEAYAIE _ rEMMLE I., ^ POURED CONCRETE. EXISTING IRO. A, O ANO y t .: P P CAHCREtL 1 ] 3: .n iy .Q' OR OR 2' 4' BIQCe. OP. BO OM N C EDULE WS (5£E t Y PWREC AS . O DIMMING OR 2'.,' SCHEDULE ON SAMYETE 9 -, - (WING PµEL CONCRETE FRI bR �" _5VARIES, mI._1 +-1 //-�� f. v [RAM( R[QU9ig0 e s t1J w04D FRAME IBC) P. '1`VJ AS MKiCABtE OVERLAP BEYOND F _. , OPENING WIDTH) POURED CONCRETE. CONCRETE RfO.'IiiEO I OF 2'14' WaGO rRAME I 1, DDCX A I REWIRED _ I 1�_ 1 ' /. a '- w/ � .oftD FRONT 4 II .`ORB •:- I VARIES I'r T `• REAR fQ 5" Mm. (NEv p C., m .-TITLE. T i / WPaL (NEYEP CR,T EKi PANEL) X . Do DISTANCE " T - -1- '= i TRACK �' ` (TIP ) i -- -' "-__�-' w'J (PLAN) .. ,1 . T.1. AAr5. a�„„„AAA+N1'iAANArAA,' CASE G r'' -t i �a�Qy�ER ... /l'SLAI.F 1j4 =T' VA:ID FOR DIRECT MOUNT INSTALLATION ONLY & __ , --..__ our s 4• nc `•� ' LtiGEN f ., ,to', e� '- to CERTF+EL) PANEL HiSTALLATON AT WALLS W/ = No. 441ST - SURFACE LEVEL VARIATIONS W"LTNIN 3/4" , i A' * i * ? FLORIDA BUILDING CODE Non HI h V.Ioclly HMrricone Zone 5CA E E (PLAN) CASE F (PLAN) ; ;�F ; �fr $ -D .DECD. Nc 24 GAGE GALVANIZED STEEL STORM PANEL f B SCALE //A' -I' '.l, <ORIDP' SCALE t/4'=t• t1Ny .� s`FSc/'f+. .''.Tti _ '' GLOBAL PROTECTKN PRODUCTS. LLC. e1fa/mo ` ('. �` Q i,4e TEE 'G ITHN(jMg11..-tea. %.�.. ' TILn T l CNONitNMe GOwP4M' 4600 S. Si S1 W ,: ,. z;-A,,A:..,r: N. - WW°IA° .w. -I— ' Qax. R. w+M 20_ 175 . Ir.-. FAMt.T _ernw.a,wnt) w+_IY11"YY RARE. (96 "-I6e6. 10 (.5.)M-e)91 D Y4 N, G-OVD7,9 P.E SGLI9F1a,IVPEtMR WxRR A tX* 9 P; - N ROAOr+ rt. N`OI SMFD d 0r le _-._.__.-r_ MAXIMUM A.S.D.DESIGN PRESSURE RATING (p.s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL J INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1DINSiALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 5 & 7) MAX. AS D. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE y,� M DESIGN TD TFRt1A PANEL TAPCON LMs SCREW PµELMATE P µELMATE BUSHING WOOD BU RdG PR . S ES LIRE M11NC r & ANY CONBN4 TION LENGTH 1' s I. ( D ) FEMALE w PLUS Til OF EY THEW ITT ) 137 Is t5 13' IS" - ,W TOT')_ ," J - lJ _ - - -_ 3 - 7 1W ' 9Y BD1r ) W TOP) -_- 6 ,/2' _ 6 IT _3 6 112 - _.. 8 /7 6 1/2' - _.- ._._ ._ - ® t/4 _ - 2 IJI'-- .-- 6 t/t' (BOTT •) 5'O0' Ir 8 0. 8' -... - ---- (TOR) LESS -- B' B' R' - is OCTIC-A -5, 4 -4 - t � 3 -- - I) - 3 _ 4W BOTTOM DR LESS 13'-_ ...�1} --_._ 13 __._. 8 IJI' - -_ w (TQP) _-____ 13_' _._is 13 6 ._ IW (BOTTOM) _ Tom) 6 t/2' _17 - -6 1J2 __ 6 ,/1 ----,13' a 1J2 _ 6- - _ -. _ - - - BoTT >5'-D` 4 IJ .' 5 1 2 / 6 2 / T ) 141-4' 4 /2' A i/7 7 7 3w (BOTTOM) D t/2' B 1/2' 12' tT - `. N TOP) -__. W (BO17pM) . __..... -._._ _ - 13' - __. 13` ' - is a I/2' 4 SEE TABLE #I FOR MAX. AS.D. DESIGN LtW)S & MAX. PANEL LEPIYMF5 WHEN SPACER IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS.D. MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE M,,uln]M DESIGN PRESSURE ALTETIAAT7WC PANEL LEHGTt4 RARING T APCON R TAG SCREW PANELMATE PANELMATE W000 BUSHING & ANI TIC9i .L t (Pa ) FEMALE w PLUS T Of HE M (IT-) 1 3 1 3 t_ 13 13 __._ -. - _ OP (Top, - _ __- I __ __ 13 _ 1 T' 3' B W (BOTTOM) (_ ) _ e 1/2' 6 t/2• ___.6 i/2 _ (1+P). 6 1/ T 6 ,jr-- — -- -- - - _ 6 1/4- - 12 1/2' -- 6 1// ___._ 2W (BOLT.-) 5' -0' 7 _ 7 112 -.. e. 8 . _ 3W (TOP) - OR LESS 7 1 2" / s 6" B' sit 3W n0M1 tip ( ) -- _.. 13 .._.1 w-� - - - N4 4s > 5. - 13 - - 1! - t3 - 13" �� 1 J 4 w �eDTTeM 1 . f0 75. 75 t3 - ..- IS 1 -- 13' ,0 is OP) ,3 1} IT IS 6 1/4 . IW (gDnOM) 2W 10R _ ' - I - - 1 -- __ 6 6 1 _ 1 4' 6 / 1 1 2 / 6 1 . / AIR RO n• ( ) 5 '.i I 5 T / Y 7 , 2' / - R OP - ) _ 5- S 1 1 e' 6'. is (BOTTOM) 13' 12 "3' _-- -- W TOP) t3' t1" I- I3' tJ' Ic 0' 4W (BQnOtA) ' SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 6:8 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAKE /t A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-0. > 40 PSF TO 50 PSF 6'-2° > 50 PSF TO 60 PSF 5'-10' A MAX PANFL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE 7D OR PANEL MATE PLUS ANCHORS & W/ 9 sP IWTrA 1/z° O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE PR CONCRETE BLOCK STRUCTURES i(1 . TAPCON V ANCNOR O 9 O C t k POURLO CEXISTINGONCRETE CONCRETE OR CONCREIE BLOCK REOUIREREQUIRED,RE4UMRE0 I a' T APCON ANCHp1R O 9' O C POURED SRN[ 0 E CONCRETE OR CONCRETE BLOCK E t .A�'j , , 2/ #;, _ ;2 ) cT..,. G 1/2- 1 1I/.• I/2' L ,1/4• usr. .11 ._-_T- MAX. 1 , N EDR 1 1 „', IT I i,. IT EXITING,-9 i I'/ RDRtw t CIASS A 1 _ 1 II FA (vs T1w 6NEI p : 1 e Ux011l eel 1-sn II N I R I 4 0 MnA. e , ' I AV _ 4FNGTH - p - I / { (SE ELEVATION M I IN SHEET t21 II�SO I GLASS IT TO CLASS 1 I 1 p IT IY # . I II E1,` Lji EXISTINGCbs POURED I I I I CONCRETE OR Il q� RCEOLORED BLOC. A I If'r nC L .I + -'I 9 I 1/4'0 PMNELAWTE PLUS - ANCHOR O 12 1/2' O.C. SEE SHEETS 15 & 1■ FOR ANC•'DRS TYPE & SPACING ITRR NSTAItAtKNS WO WOOD FRAME SUADOGS. MARMw "a" ""DINGS ANU MWWw EWEDSTANCE ARE INDICATED ON THIS SCHOU'-E q* E.D LESS THIN INDICATED ON SCHEDULE REDUCE ANCHOR SPADW BY MULTPLYPC SPACIO SNOWR ON SLNEW, eY INE FOLLOWING FACTORS FOR THI6 OPEMTON M BE POSSIME. RFOUCEO SPACING ORTMUED USING FACTOR SHALL NOT K LESS THAN YINNMUM SPAWRO INEaC4„ED TO. EACH ANCHOR "PC ON THE SCHEDULE. T/`. 1/4-• AIo=,Mee TAACWN I r PLUS - MM¢MVIA AARHOAy__0C ' (M.) ! 3 -- - 'P+) -zI--GAMIN. NnANa Nai `XbeeeY R (h) -- 3 -- 3 to ACBft suff mwa %Q IACIOR t t/2' 93e - 2 ,/2• 0.1 - - - 3. Gaon ­ 6 '/2- _ _ EUW I I I I I §P'l Min I - - :-Sit, p-SEPARATION ' M TO GLASS I ! `1 I i t7, ,-2a,' SS BRAS 4��9a L AT . QSPLM EYISTNJ I F CLASS I , M 1 _. S � , •. • MAX11 6' P.NEL LENCIH ry I f (SEE ELEVATION p I I N f ON SHEET 12) ■ I 6 3 1 I 1 - i I It `I : 1 1 6 EXISTING POURED -' CONCRETE OR I I I 1 I J CONCRETE BUMP REQUIRED �i IBEYOI.D) 11 : I -_ _j , ANCHOR C) `' -'' " O LIFE MEEiY PANEL (eeMO WALL MOUNTINGS SCALE 7/8-1• MAXIMUM A.S.D.DESIGN PRESSURF_RITING fpadj AND CORRESPONDING MAXIMUM ANCHOR SPACM SCHEDULE FOR REGULAR STORM PANEL `1 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. YAX4AlY ANCHORS $PACJAIO FOR MN EO. PER SCHEDtitE BELOW APPl1CABlE i0 MAXNUM MAX. A5.0. MAXIFMNI ANCHORS SPACING FOR MN ED. PER SCHEDULE BE1.0'MMAXIMUM APPLICABLE TO SE OESGH PRESSURE PA,EL LENGTH DESIGN PRESSURE & Y PANEL LENGTH TAPCON SCUD -SET PANEIMATE FEMALE ,D PANFJ.MATE PLIES IAMAC-NARUN CALK -IN TAPCON SOIJD-SET PANEIMATE FEMALE w PAN[LMATE PLUS 7AmAC_NMUN CALK -IN RATING (P_..I) & COMBINATION "L' (N.) RATING (P,s r.) COMBINATION i (N.) 1D jcw 4fE R C�REFTE KcfNCMiC 1O IwF/9lErE IrAH[.6rE (cOHCM17 ?4 4Nwro... f0¢VCRtl f To OOt10 � . ataRET[ rz'CONW'rE M 13' 13 -"-_ -_.. t t!' IJ' - _ ._ T I]' 1 ,3• _ . _ . -_. f 13' l]' _ . __-. ,3' 3' -._._ _.- t3' - _.... ) ti' 4- _ - (SOP) - _._ 13" tJ' ---. _ . � ,S' _ _ T}• . - 1J' _ _ t}' T3' ' is- - - ,3 _ 13 73" ,1 I/2 _ + haP) __ 1 1 S 3 _ _-_ ,] -_... t 3 r _.._ _ T' ' ,3 ) -v._I__Is' I J _ .. / -. 1 2 .._ . I BOnOY ( ) - _ f3' 1J' t3' tJ- Gomm 13" ti. _.__ t3` r, -_ i n (BOTTOM) . _._ , 1J' } __- i 3 I 13" . __ r.._ -__-_• • J J' __ �i '- 13' - 1 3 r '__ 13' 3' -- •-._Gomm I , " } 3 T i IS' r u �._ 1 - I } 3 -..1 _. , , } r _..._ 1 { I]• 3 _ T (TOP) BOnWN 2 ) [ 3 } �p_I _ 1 7 3 ,3 1} J } 44 13 !3` } 1• J � 3 7 1 tJ' 1J' 13" , f3 13 - 17' IS T /2 :t 1 1 T / ^, (Tip) 2 (BOTTOM) ( h v u _. '3 17' _ I I- 3 J J 13' 1 17' • t5. 13 +3' ' -- -_ __ S • I 4' ff __. I , / i ._ - _- �.- ._ fi t a" I i ___.___ T 3 oP 3 BOTTOM ( _--.._1 __ 13' I u" Ti _ ___ - __.__ T a u' T t f -1 1 7' 2 2• 2 / / _..... - a 6 1 �" / -__ t 3' 8 1 / ..__, 1-,_._.. u' � 1 T 1 t 2 .tT I Y 1 / / _ 13' , ( i ] -� t s' u" b i / __ / 2 b 4 / _-_ 3 OP h ) (BOTTOM) 3 Bt)1704 - _ . __. _. - ---8. - t 1 : 1 2` a 21 2 '----_ -- 6 1 6 1 I / ,2 T",12 / 3" '- � F / ) OR I - _.----- ---- - --- �--- - OR B" e' '. B' 6' ' B' 8' t 2 OP R 7 LESS 5 2 8' / 8' I B' e' 8 2 / ] 1 8" 1 3 / e' 6' B' S" 4 (roP} LESS e -r e' - B- ._- - B 1 - 5 i e- - a tllQnDM) a• - B I e ! - B' - e' 1 R. r 4 (17ona1) - - • 3 3' 15' IS' .-_ _ i ' t S OP 17' ,r 17 /J' J tJ' 3 S 3 73' 3 / / .. (TOP) 5 TOP ll 1 13' 13 I!' '" 13 ,}• J 13 1- i 3' ,3' 13" 5 (BOTTOM} t t 1 } t I} } J � :1' i 13 I 3 t' t, 3 ` 7 f itt 1 / 7 Y. 5 90nQ ( ) [TOP) t7' I 13 - __ _ 1J' 4 1311 _-_ --- 6 1/4 ,6 1/4 13' t!' __. 6 I/. 16 I/f .7' ': Is.f3" -.1 - ! t3' --_.}- - i - ,3- { 17' __ __ 8 1/+ 6 Aft 6 (TOP) __ 6 (BDTT �) A5 :3' 13" -__. - ,3 ) 1}` -- ___ 6 t/. 16 IjA' t1' a /4 I r]' 6 ;b 1/a' ,3' 13' - 13" } t} _ - - 13` .}it 6 Ij.'16 1/2 i(a' 6 6 (eon•.) ♦45. -45 -45 iJJ„__- 5' 13' i10 T/7 tJ' T' ,l_I 7' 7 t/1 5 I/2 :3' j4 t/7` I Top) 13' 6 -.. _, IJ' __._: t3` '.. -,Gomm ,7'8 ,J2' . /S" ''B 1/1" 9 IJ7`j6 ,(7 Il' IS I/2' , (lOP) OR LASS a6ym-65 it B _._. __T_..__ -: i-_ 13 _____.-_- 1 16 1/2' t (eonou) _ 13' I 7' -. -- -)1'' ---.'__ --..- t!• I 13• ..__�._-._ y__.__.- t3' 9 1/2 - ._._-_..____ - - -t--- IJ 9 t/1 -_._ - _._ +0 1/2T ] 1/2 _ _ - _- -+, _,_._ •. _ .. 3 6 __ _.__-_ __._ i (B4n0M) .___ ---.-r 13 11 ,/2 .__ 13 ._ __. _ 1_ .-_. .. t ._..___� 13 _� _ I IO _.___. t ..1--_. « 13 iC __. ___ _-...y.-- t1 7' - __. S' IS' �t0 I/2 _. ...- 13' t Y _ _-_ 7 TIT - 112 - ---.1- is- :, t/7• ___ T TOP) -_.--. 11" ' 8' _____ . 13 _-__ i3' _. 11 ... ie ,/2' - .___ 1Y 'B tJ2' 0 111'{6 t/1` __... . 1] .__.. 5 t/2" 2 TOP) i-�WF- . ._ ... _ -_ il'- � 1 .. -- - - 13' 13'._ - 1 9, 2 L- 3 ! 9 1 2 3 I _ 1 I ' 7 0 1 I. a J - - - , 8 2 3' / -- 2 n BO OY ( ) --- -I t ,• r 3 / 1 J - 1 L , - 0• � --- 11 - 1J' _ 6 / 1 � - ^ BanOM) ( 1 13" 1 0 _. IS" - t 1} S 9 I 3 / 1 1 B 2- 3 / f 7 1 2 2 / / t 3' 6 t Y} / (TOP) >s'-e' 7 , 1 2 J _ J Gomm ,` 13' 1 3 I t0' 1S 1a 11 ! 8 3 6 / T OP (S ) .__.1 t 1 /2 7 /2' _- _ * 1 1 4' e / y 5 / - _. J 1/2' 1 4 1 z 6 ( _ • ,/I"! 6 1 4'16 1/4. / _ 6 t/I" 3 BOnOY t ) __ . TOP) TO 1{-4' _ __ ] T/2' 3 2 t 2 / _ B' 11 2" I 6 6, 4 _ / 7 6 f a" / __. {' J} 12 1 2 12 1 T _/ 8 '-.' . /7' J I/a 6 4 / 6 t(Y+ b t /4 3 3 BOPOY ( _ _) •TOP) R, 9-6' Y -r ------- B' - t3' 7' 8' /2'1 _. t _ 8' - 1J' ,3' 7 _- �B i - t3" 9 1/J" B .' , ___ 8 - f3• 4 t/2' 3 5 1!7 : 10 Ifz'j] tj7' 3 ] (/2". '. ]" ',_ 6' _ __ 4 [BOTTOM) S,fTOP) P'__ ,3' a t/I' --8' 13' .-_. 1 is- _- 8' iJ" - t0' 8 - 112'- - 7 1/^a' { (BOn012) 13- i0 +t' 4 8' /J" 16 1J2' 6 tTOP) - t 7' J IJ' 1 3 t!' 9 1 /2 ,3" i9 , / :---.__. 1G t 2 ] ,LT / .J 6 i z _...._.__ / -__, 5 CIOTT04 ) ,3 Ie I/2 .....-__. ___._.. 17 __. 1J ._.___-_._._-___ 1] 10 1J +0 ... _.__._.. tt1-1 B _..��_.- 17 __-. .i_... 8 17 ___ S {BOTTOM) _._..__ _-- t}• 5' .-__..._ - -• 1- t_3 JO ,J2• _ ___ '� Y .: - _.. ,3' ]' 13- ___-�__-_ .__ -_.--. 7 t'2'+S , / /." ______J 14 , _ 17 / __� ._- --.- b (TOP ) .. _--_.. 13' ( 6' __-T __. I 3 _._... 13' }.._.. Is'-- 7}• _� t6 t/2' _.__ ,1' �e 2" 1 .. - .t.___ 9 I/2'i6 1/2_ ._-_t_-- - 1}' _-__.____ S 12' / 6 TQP) --__ - "-- p 1 e 66 t a• 1 / a 1 .•!6 1 4' / / - 1 6 1 a';B 1j4' / , 6 (BCn ••} 6 1/A-'6 1/4' fi 1JA`-6 ifi" 6 tj4'�6 1(a' 6 (Bar- SEE SHEET ,f FOR AHcNo" THE & 6PALNIG FOR NSTAuLAToNsi INTO WOOD FRAME BMAtINGS MPANIMUY ANCHOR SPkftwO5 AND YNWUM EDGE WSTARCE ARE NDIGIED ON t.aS SCNEDOFE TO- ED LESS T,,AH 4RDICATED oR SCHEO01 REDUCE ANCHOR 5➢AWNG IN YULT"'LYNE SPACING s.om CP. SCHEDULE BY THE totLOW" FACTORS TOP TANS OPERATOR TO IE POSSRAE, REDUCED SPACNO orMwED USIC IALTDR S.WL N41 BE '_MSS THAN MINIMUM SPACING WWGTED FOR EACH NiCHOR -E ON TIB SCHEDULE Ile. IJ4'. 1/4•. Ile, ,/.'. ANCHOR TYPE .'lA-" IAPCAN IP"M6A - - � - TANG-+P.PI G.A-N 1;a mc1i wiitAW ON) 5 s s s I ,n• ] 'n- memmumem -- IKSTANQI t "NaZR sea 0. ----- 3 - _ ! ,/2' .. . S •/3' -- _- 3 I,2 - - 3 l/r ACTUAL !DM MMM (ED.) FACTOR 1R• ass - - - - - X 1I2• Its,(). - I - - ISn I. - P.1. I I . - o. -. ,'/i - 1.. ITo - - -+ao IAo SPACINGS ONLY VAUD WHEN SPACER(S)IS USED. SEE TABLE #1 FOR MAW(. AS.D. DESIGN LOADS & MAX. PANEL WHEN SPACER 0 IS USED. 3- MAX. D.W 2). _I- MAN. (�)Dr® 7ABtF.f.1, A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 1I > 40 PSF TO 50 PSF II > 50 PSF TO 60 PSF 5'-10w A MO. PANEL LENGTHS ARE VALID FOR INSTALLATIONS /NjY W/ SOLID SET ANCHORS & W q" SPACER AT 12 1/2' D.C. tpNt1ER AA. 7/1 '11& ti........../rti,' �: ' �CEN ''• FLORIDA BUILDING CODE Non High Velocity HMrricone Zone ' _ • O'•, '-,'+,oS;. CNN 0. 44167 TATE OR -:�- c- ' -- - / - �ORI ... P w A,I•• U\ ,J ` O mmo. - 24 GAGE GALVANIZED STEEL STORM PANEL PROTECTION PRODUCTS, LAC, Ae90 s.W. s1 sitEE, O,M[, FL Dt11 P+aAc 19e Ift's-754s. ra lea4Ne9_"' 'S O7/21/2P19 n L__i L E C O /Nc. \GLOBAL nuarb m,Pw & vaiNEnBNo cowAHY R NPL a TM 1Y.,swnA _ N M1. - nmt m.im I-, n'-In, 20-175 O.AWHE, M9. ouL N /SON,nN,E/M1E IIIRIN11i TER A FUJI,9 IM,UER A 1tl1JI :r., PL L. 4Afn 1DRFf 4 M le ANCHORS (SEE SECIION4 & k-TE:RNATIVES ON SHEETS 13. 14, 15 &16) - - -. - - .- �R-to/13. R-2A/13, R-3A/14, �RR-T 8/13. R-28/11 R-38/44. }" MAX- R-IAW/15, R-2AW/15. R-3AW/16. -101l R-28W/15, R-38111l I- Mot O O O O O- - __ O F____ ._�__ ___T_ _ __ .____ ____ _- —» O �. _ ___ T n I 1 i i j I � I i I I I I T I i I j L f 2 20Y SS BOLTS i `L` _ (USE FOR PANEL LENGTII��" MAX 1 DVFF 7•-6•) \` (1,. PANEL LENfi'TH O Z R STORM PANE REGULAR SORM µEL 8 O A40.0. 40.0 fGULA EL D. `t i w P i : I - .; _ - _ . _ _ 1},,, ( / OVERLAP MO PANEL LENGTH BDI.7} Uct $AFE'Y STORM PANEL 1 V-6' O +50.0, -54.0 p.../ O OVERLAP WD PANEL L04GTH Bar A N A USE T' MN. PANEL LENGTH ' - 1 9' i I i I � I . I II I -_.. _.__ .--------- . _ _____ __ ._y-. _. _ _�___..___ ____.___ _. - _ S. - _--- _ ___ (2) NOTCHES AT ttU0 tj LOCATION O LIF SAFx '' D.M..O, X - - - --- - ---- " cANLL BonoM EORNERS---------- _-.. r - �I' L - _OVERLAP_ I _C`CRA. (AP-. Of ® DING NUT AT EXTERIOR W'+NC NUT AT -}• MAX LEFT PANEL RICdRI PANEL 1' kJi%. 1' INSTALLATIONS ONLY VNJO FOR WIND r MIN, R-to/13, R-2A/13, R-3A/14, R-18/13, R-2H/13. R-38/14, , MN SPEED UP TO 170 -a- R-11AW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-38W/16. - ANCHORS (SEE SECTIONS & ALTERNATNE5 ON SWEETS 13. 14. 15 &16) f4 \Ut% GAP LIFE SAFETY STQRM PANEL J-) ELEVATION (t) SCALE I/A .,' 1 `REGULAR 1687' .4 ' STORM PµEL (MIN OVERLAP -1 W40E VALS£7 STOMA PANEL .. n ANaMAa, e - - , y�r♦ - iC N4., J = MRAX GAPY �1 \ OVERLAP? • 9 l' ---- - - - -_ - - - - - - - - .C_ Ii UEE SAFM PANEL s "a', >r ; # _= FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) EXTERIOR rFf' F(ORIOA ,. mlao �' 24 GAGE GALVANIZED STEEL STORM PANEL DFAs`,PP Nq Ez'� GLOBAL PROTECTION PRODUCTS. LLC. 87/nrNno SECTION A -A ` - j IL E G O INS / nluT TEEnM6 a EAIOINEEINO rry ,6D0 S. 51 STREET 7',/ , o ..+>-..-...--- I . a �1aa O+ML sti 5331, 20-115 SCALE 1J4"=i" AFL.. ,Xnl-,.erAn'Asi4I,.., T41pIS. IRSA)wM-lut FAX (.SA)mR-Trn' P[ iFx/SOMTAACIWn CA-000vill N"�V' „D wW.tiR A TLLD ". "EtI-i4t SHEET f2 Q tI ___--- _.___� Mi e] a 4 I INSTALLATION DETAILS FOR LIFE SAFETY PANEL t } I INTO WOOD STRUCTURES I. ,f _ __ . _, j_ _ --- T - -I ' � ! i �' , *1101) HEADER W600 HEADER REWIRED ({t REQUIRED ,ALL Yr: HEAEiER I P£ I[' WOW HEADER - REWIRED --T {I TAPCON ]--r--_'---1 •I.•. T/S'CON .f., ANCHOR {�- . + -�11 `�'- 1/A a TAPCON -T-�-- _ _1/4-. TAPCON F-->� i ANCHOR O 9' OC 1 I ANCHOR O 9, O C i ; ANCHOR O 9. OC . ,� f iT"' ANCHOR O 9' C.C. I 9 2--' 1 i 2, I I (2, * - I -0 .� %_-T I 1/2' t I 1 "/2' I .4• )4itErIf 1/Z ' - " �^. ,/p•1t/a" i i ,1/4` i MX II Min. I I ' I I_ i 11/4.,I MLLX- iMAXWn Min i 1'WI/•- = � 1- _- ...--f 'y 11 t. ) i I 1 \ - I 1 �..I,l-. 1. 1 ") - i1 '- E p 0 t/ P'xi- I 1 1 1_ I S.5 can I/,. mot P r 1 u Ov.IRiA' [ w,(� I X EXLSr1NG-i1 I LF I { I/A's 26+• f 111 I tij' 2 • II i - i SS eoL% rAE& . / I f u FAnN.,1P' EX6nN ..LASS 1e 1 I I Vie. eai5 s� _ A q O,twP EXIS'_ p } ' i L I . tA+tINi1 GLASS •X y I =,, O4R ' (: ' i G1A55 A II Si Wa15 a /A,. I 1 I M . a.ONs Exh'TIN(; it 1 Y' 66E fOF NwWl EL-2 �-X I {{ - I 1 UMN OAT 7'_0 fl , , i 4- II '...1 1 E I "ERR r I I ti '1' M% !1 �j 1 A' PANEL LENGTH II ( 1) 1 § 1 'L' MAX PANEL li II 11 I 11 Y - b. I "L Her ' I PANEL LENGTH 6 - I ry I e 1 / (SEE ELEVATION p 91T T (SEE ELEVATION II ON SHEET 12) it '. -. -VIj ` 1 7.• 4vA I E .yI 1 1 PANEL LENGTH t .-. _ SET ELEVATION i _1 (ON r r v- 1 F• LENGTH p ''.1 I (SEE ElfVATON 9 I ( 1 ON SHEET 12) 0 + - I: II i• M':rt. / I i ON SHEET 12) 11 I E (y{ A I I t ' •, T I , n R 1' Mm. R- SEPARATION I I I- f i) SNEFi 12) ) 1 1 t 1 I B 1( , II I _ ,n ( I �'-I I I FI•'- �FA �Ss 7�) -.1 I I Imo:/ L/2 e-_.SEI" 1&'ItNN- y I ', i..� I TD GLASS. 1 I 1.3,E uu I. f n I i i4 I R 10 _x k C YT I 1 b---5EPAAATON 1 i I a r C 1 } Y ' _ ) E I'i r 5- J. 1 I 1 112 I I E TO GLASS , ` /L - e• a I i N E0. _,IL� - I + -- - ___ 'R1+1 I i . iR /r _ . ( W II ". - I R nc - i ac iii E0.� r'1__::E71: �' I I ._L_._.3 i I E I i 1 "1 li.`.,i""..'(: EO - I [ ( d ..'T�:'q„- I FQ _%. t EO _ i f 1 .Yts -TN! 4' I 1 IWot12 M/2-- -J . - i'2' 1 I 7 !�.1 I 1.4•fN 1 PLATE WOOD I EIO �kfsalnr,,.s D, y I I'4'. TAPCQN j 1 1,4-. TAPCON -ANCHOR -I' REWIRED ) - I�` - 14'. TAPCON W 112 t" 71� {1 . O 9. OC. i t ANCHOR O 9' O.C. ! ANCHOR O 9" n.0 PLATE T 1 5IACGERID W( '110 � STAGGERID W/ STUD Ij! i REWIRED • N4'+ORA09 D.C. I 1� . �...: 2'.i *DOD NATE ) ..... 1 _- p It! wrJDU ! � ` REQUIRED REOUiRED _ .:: _ _' I i ALj PANELS ALTERNATIVE R-I8W LIFE SAFETY PANEL WALL MOUNTINGS SINE 3/8-1' ATI R-2AW Aj, ERt1 _ yF q REGULARfLS A. Tf(�/ SAVE LIFE WALL�/8=1- S R-28W SAFETY PANEL �� 1 &_ �; g iLpRIDA BUILDING CODE (Non Nigh Velocity Hurricane Znn& - ? z cm2a TXRm bNt r.P- 24 GAGE GALVANIZED STEEL STORM PAN Z ELDI,N 1. INSTALI,ATiON ARE ONLY VALtp FOR A.SD. DESIGN RATINGS (p.If) .ANC PPNEL LENG`IHS AS r441 ?'&*'• 'PRESSURE /.t PI/»/ze2.PER ELEVATION ON SHEET 12. 2FORNEWWOODFRAME CONSTRUCTION. WOOD o•. 9'•,f ¢ iS� % / IL ECO lac._j GLOBAL PROTECTION PRODUCTS, LLC. LATE may �t & EN9natouPAWY aeao sow. 51 srRxE+ I MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ............. IOR\D 1;z. "" �.a�'2-r-` 1 .Rlmwio�,a_m'`"_nPY�ie>°+''u'. PHONE. 19s,>eO's" rrv1<96+)4e9-eT91 20-T75 III DENSITY OF 0.55 OR MODULE S`' ' +�«+_'. oMIN4c NA t_..-.�,._ - _ __._ hr Ai3 ' Rtl/DAfiL +uNi G-o0oe719 wMTER A T1Wt g., P E A., i �� Aw Imo,► OP n-+s pSEt is 9F is MAXIMUM A.S.D. DESIGN PRESSURE RATING (g,s f) AND CORRESPONDING MAXIMUM ANGHPR SPACING SCHEDULE FQH REGULAR STORM PANELIA) INSTALLATIONS INTO CONCRETE do CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5) MNL A,SD. MAXIMUM ANCHORS SPACING FIB MIN E.O. PER SCHEDULE tiara APM TO MAXIMUM MAX AS.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APP'•�LE TO MAXNUM DESIGN PRESSURE / PANEL LLtpGiN DESNCIN PRESSt)RE AHY PANEL LEI TAPCON SWJID-SET PANELEAATE FEMALE ID PANELMATE PLUS ZGMUC-NAtLN CALK-N TPPCON SdJb-Sii i3ANELMTE FEMALE w P ANEUEATE PLUS 1AMAC-NNLN CALK -IN RATING � ANT COX@I 'i Aar) RATING & . 1" TO CONTE... T 1.0 ro ' (P ITI) ICo FIE y WMtliTE, WN 11[I OF NEWa,a1) (- ; �CONCAEi0 ]p KCNCAFIY tp' Or y ift li' I I,• 13' ' 73' 13' I 1}' IS' 13 IS 1 IT' ID' ,0' 1 (TOP) t 3 S - t' -_._ 7 .I' 0 2' / 1 _,_ 3 81 /T 61 2' 13' / 7 1 2"5 I /2 _.._t..__. 13` A I ' I / I i (TOP) ' 13' ' 1 t' IS' f 1 13 t' I_ J 1$' 1 J t t3' t - 0 _- ROTA (BOTTOM) - ,3" '6 2 / _.__ __ 1!' _-.. R' -_. 3 -.._._._. 9' I 3 9' ._.... 7 I I 2" 0 / - _..-'___.. , 3 __ 6' _. __. BOn OM ( ) ,T 2 — t 1 tt -- 53 - __ t3 _ t3_ -__ 13` _..__ 13 _.... I 1 3 -_. t! 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T , OP 8' 1- - t7' 7 ,/2• 6' 1 - 1! g• 13 t _ t0 t/2 g- 13 I - :t0 ,/T'1^ __6 t/2 p - 13 7" 4 (90T[0N) 5 (TOP) 8' 1 - �L-. ,J' 6 t/2' ___. _. ._ 6 I/I - 11' t S' __._.-I-.____ 6 t 1 - 9' _ b' - J' --�_.._ 5 I/2'', I U" i 7 /2 _. _ ] - ]}-6' 1. 4 (__T _ I _ . 5 (T4F) !3 8 t!' ' 6' S (@OATH) 1 =7 1I1' 3 ..-_ 13' ___ T t1- ___.I._-__ 1T Ito 1/2' _ I]' 14 ,/T'ti -- t/ __.___..�. g• .___ 17' 7• _.._-.. S (ROTTCM) t3' fi 7' 13 IS' T____ tS 19 I/7' 13- !4 10 1/2'I7 ,n A3' ':7 t :' __.�_ TJ' ____ II' IJ' -_�. ,a I' . iJ'10 .__.1 .y 1/2`tt - _ _ :/a9 _. ._'I 6• _. ._ 1J' I )" _..._.._...__-__-._ 6 TOP) IS' �' __.._... .__Gomm_r-_.___.. 11" I 13' t6 1/2' IS' 16 M l tJ7'19 1/2` r}' rA t/1' , E Ttrp) _ _ _._ G 1/4' __..__ 6 I/4- -__ - T __- __ - I _ _ _ _._ 6 I/.,,a 1/.' - _ 6 t/Iris t/4. tj4 - - - - 6 I/.'.6 1/4' 6 (BOA ••) - - 6 1/4'Ie t/.' Is (BOTT.-) SEE SAME? ,1 FOR ANCAICRS TIRE & 9PAcm FOA INSTALLATIONS Nat) WOOD m%x BIADIROS -UM AhCHDR SPACIRGS AM wwww EDGE DISTANCE ARE IwDICATED DN IHLS SCNEEUULE TOP LD LESS THINK INDICATED ON SCHEDULE RED.X AACHKA SPACING BY WkT■LIWG SPACING B4}eW ON SCHEDULE BY THE FOLLOWIO FACIM FOR IRIS OPERATION TO BE FggSIBLE. REDUCla SPACING OUFAWO USING FACTOR SMALL NOT BE LESS INAW MINN" SPAfW'G IDICATEO FOR DAc't ANCHOR Urn. ON THIS, SCHEDULE 1/4'. ,/.1 ,/.•. ,/.-. ,/4-. ,14•. AICHIM TYPE tW00N IIOD-eft FINALE ID A.AWMAR - 7AMVL-NMI CAR - MINIMUM ANCHOR SPACING (N,.) 3 , S 3 2 1/7' 2 'n - .—__--{-�' Row"IMR4[OW ,__ (A) ___.__. 3 -, 3 12' _�.._ 3• 3 3•/I' S --- DnMFQ B.D.I IOTIORII - ( _—__ 3 _--. 3 111, 3 tlr ______ .5 1n I In. .__ AGRI am DsoNz Iff a) FACTOR ,+r, .x - _ _ i V2' 6a+ b.TW - - as9 3' ow oKs TAP - a.J 3 ,n• - ,. 1tb - t. tt10 " SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE T #1 FOR MAX. ASD. DESIGN LOA05 & MAX. PANEL LENGTHS WHEN SPACER IE5 USED. A r M . TA LJJ A A.S.D. DESIGN LOAD MNOMIW PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6•-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE OAN 1• VALID FOR INSTALLATIONS ",Hn,IMFAry W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C. III;�IA��'"DER A..... /11 , ��PMPvGENs''. A,N__ •'•.• (' FLORIDA BUILDING CODE (Non High Velocity HMrricone Zan z 0,44167 ', s `4oac ar¢4. "` 24 GAGE GALVANIZED STEEL STORM PANEL IF'Y1'BT. *: - '-., * .*- _ STATE 0 - _. - _ /` IL E (" O INC. ', 01,7 30 0 GLOBAL PROTECTION PRODUCTS, LLC. /LATE 's, 2Al'N ''.( FtORiDp . ,}2f , -) •, •0 ...51 'S1glT PRONE HA -'5 FAY N61 iin, 20-175 TRN �. � ,ITIER+ ...' Mow A, rG /, /U t.[iii EN �' -- - - -- . ,'--- - , .- - . - 1- DMNNO AN INSTALLATION DETAILS FOR LIFE SAFETY ETY PANEL!1' INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/410 TAPCON "STING POURED 1/4-. TAPCON EXISPNC POURED 1/4'. TAPCON EXISTING POURED 1/4'. TAPCON EXISTING POURED ANCHOR O 9" D C CONCRETE OR ANCHOR O 9 OC CONCRETE OR ANCHOR O R a C CONCRETE DR ANCHOR O 9' O.0 CONCRETE OR CONCRETE BLOCK f RETE BLOCK CONCRETE BLOC i ONCRETE BLOCK {. REQUIRED. R_D. ` f, REQUIRED. EQUIRED. s 4 ' 2 i 2 2,i I'll i 2, 11/� f L /T II/._ I/2_a •,,,_ M" MAX. . . �__-� IRA}( -__' -T - _ 1 ) INP _ i -? f'"-- �1EDe I ' Ea•11� II IECeI 1 r :+ . I " i 1 s 'I D1 ( ,,f� r. 1 E .1 It 1 p t' MY, 1 ( If I I R I- Yin I 1 II 1 0--SEPARATION I II I M R- SEPARATION I I 1 AY- 1' I .'b- EXSI 7N ao.t' T I/• X T '/• STUN � I [ E 0G 1 LASS. �1 0 GLA SS Sr_9 ! x THIN w _ c E.IS iLS eaTS tS W T - 5.5. ears r GLAS.. C -t `� ea EXS.ING 5s ears w J! t '� III © _ ! GU155 I1 J --17 It _ I I n EA FOR Non. - A AT R OMMWL A , G I Ar rA -Al' .>r Ass # r 1 N , / P �LA55 , C - P 5 P II I 1 R LE RI OPT' rT A ; I N .! � 44 tMDl� n ^, 11 �'' I fj ry � I' { t it ' 1 Q If 1 it N 1 7 I `L' wOX. !I I 1 I v MAX- 11 Ty ' YAX H I I I 'L' MAX. I I Y R 9 i A' P I i I Pµ� TH PANT H a LENC P I I tENG ANT. IENG H �_' , 1 . 6' AN' LENGTH I Y ) I 7. Y ! Y r Ai A : - SEE ELEVATION SEE ELEVATION If I SEE ELEV TDN LEV n / ( C ( t -1 , ( I I ON ELEVATION T �.-. _1 ON SHE[1 12) 11 I I ON SNECT ,21 t' Mirt. ) g ON SHEET ITT II I{ 1' Yin. I p I. I ! $ ON SHEET fT? IY--SEP`Z;.N 1 1 A I g 1 IT`SEPARAIION I Fe :1 K 1 I !! TO GLASS. I k II TO CLASS ) 1 1 �S qq _ , IL i 4 a. . •'-1 2 If 1 I I .^ it ---_. V.!- -e-. 1 C 1 I i I 1 M ,1 I 1 ( f! - . 1 1 E L,/2 I I 1 1 M Z 1 L G I I 6' 1 J ED* L�d`!' S{ E.D I t _�•'1 ED& I I E Co. 1 I 4 �1 •� ( 2, I ! I I I I ' IDC q .. { , EO J _A _._.� EOI _3/a-T I-Fil .-._.S - EO 5, +rti�HLicI M.s. ED, I ea Isu rya Ms. 1 ._ N; s ,2 1/2 0[ a 11 'n RE {4� �,. f4' ). G i/4-. TAPCON .� -• 1/4". TAPCON -/ 1/4`. TAPCON f 1/4.0 TAPCON ANCHOR O 9' OC ANCHOR O 9' O.C. ANCtIOR O 9' O.0 ANCHOR O 9' OC EXISTING POURED CONCRETE OR EXSTING POURED CONCRETE OR EXISTING POURED CONCRLLIE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REaPRED - CONCRETE BLOCK REQUIRED CONCRETE BLOCK REWIRED. CONCRETE BLOCK REQUIRED SECTION R-1A SEGTION R-1H •SECTION R-2A SECTION R-28 4 REGULAR PANELS 0 LiFE SAFETY PANEL �I REGULAR PANELS 0 L1FE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE Ile - I" 0"'.1 "I"'I . SCALE 3/8-1- 1 SEE ST4EiiS 15 & 1e FOR ANCHORS ANCHOR TPE 1/4-. TYPE & SPACING FOR NSTAIATO44 INTO TAPCON -- w:.eww. M___ BRAND (In) - 3 WOOD NIM FRAIRIENC OR SNXC3. MNNUM ANCHOR SPACINGS IRO MNMIUM 'NMM RwA Oo (,,.) - N„nANgltal 'OwN,.I. _ . DA). _ l - y -. EDGE DISTANCE ARE =TED ON NS SONEDLRE. FOR ED. LESS THAN NO,GAtFD ON SCHEDULE REDUCE ANCHOR 'FACM3G IN MULOR.rNG SPACING SHOWN am TFR FOLLOWING FACTORS SCHEDULE ByFAVORS Aform GK =#a Imo) 1,1101111111111 , ,/,• am FOR THIS OPERATOR To BE OPERATOR REDUCED OBTNWM USING FACTOR S+IVl NDT BE LESS I'm _ 2..n. A., MWHAUM SPACING NOICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE- 3" 0.90 ! •n• - *•No.44167 '• AT *s STATE OF 2 .t;IF10RTLO ��_- PE KIAL11 :IPt"AtEMATE FLORIDA BURRING CODE Non High Velocity Hurricane Zone) a2010 t4Rco. INC 24 GAGE GALVANIZED STEEL STORM PANEL I t O'tA"N m. °' ! 1 L 1 E C O INc `; GLOBAL PROTECTION PRODUCTS, LLC. d_ r`V"Y& E"WERR WANY 1e0 SW 51 5PELAT dnr.f nM ;_I - ' Y .Km, (WHI89-BOUS.FA: 9Sp`m 2D-175w G-00"I'a DM.MO Na - eUA rw.y enEII !! a tf YRLTFA A T21n R,, PE Nte7 INSTALLATION DETAILS FOR LIFE SAFETY PANEL :1) INTO WOOD STRUCTURES --� - ITEOOOUIRED WD NEARER { 1 WOOD HEADER I - REQUIRED _- --r- - 1/4•. (APCON T-? l j4•. TAPCON } ANCHOR O 9' O.C. { ANCHOR O 9" O C �; " `-r---�1 114X I I MA%r I Min Ii 2. I MIn I `_ i'tJn.! I 1 - r.1 i i-, I i I I II 1 I 9 II E I y E%ISTIT ', I I 1+/,'P 2w1• 8 I -' R I 1 ( / -TER'' k __ . 1 as eGrsw { el GLASS ly I I s. BRIB w 1 q I i R a ( G LXS1MNf I I i / 7 p tUI1 IAA ..a 11 - + 1 i t➢GH o6A r-n V G• µs -11 1 R d� I t I , It ( 11 11 I i PANEL LENGTH ,i 1 (SEE ELEVATION 11 I I 'L" MAX ,r f -I 0 PANEL �EIiCTH I I I (SE£ ELEVATION ON $MEET 12) jje " ON $HEFT 12) II 1 11 SEPµATION -I I !. ,�'1/ L I 11 II 1 Y n. i T- ... 1 _ I -t1..1 I I jr- TO GLASS I iF---SEPtRAOSt! I j ' I _ I ! ^' + } � _ i I i -s. -_-- JttEi 1 II& a tr x EI j `. IzyY nci I'1 �-_ y_ _.-_.- { 2'.4• WOOD ( _ WOODPLATL rl ��.2'.4' PLATEREOUIRED 1/4`0 PANELMITE PLUS REQUIRED4 1.•.'. PANELAIATE PLUS I -.: } jjff11 ANCHOR a 12 1/2- O.C. _ .1 _ I '. ... ANCHOR 6 12 1/2" O.0 �11�' . I4 A MERMEN WALL MOUNTINGS I 'ONN 1ER•A.•TQ/l .� Q LI AFETYr I I SCALE 3/8=1' �I+''`VGEN'•:/9 S N41E5 t. INSTALLATION ARE ONLY VAUD FOR MAX. A.SC. DESIGN PRESSURE RATINGS (p s.1 AND PANEL LENGTHS a5 PER ELEVATION ON SHEEP 12. = . ND.44167 -III it = * : - _ - SATE OF : � ' $ Is ' f W �'�,O- TOR .,�is�F�=�. - .A 6 ' tY��.>�r- FLORIDA BUILDING CODE (Non High lit'slocity Hurricane Zone) Tao» RRCO We ... j f 4 GALVANIZED P j aa+RN m. 2 DACE GALA ZED STEEL STORM PANEL t ! -�- i n7/aT/mwo .- / IT(.1E �.O I&Ic t GLOBAL PROTECTION PRODUCTS. LLC.I wE 2. FOR NEW WOOD FRAME CONSTRUCTION- WOOD 4A SI TLtA .� firw IISINO & SND No wMPARY 4ew sow sl sr.1n MEMBERS iP. BE SOUTHERN PINE Na 2, W/ SPECIFIC AHnuuuuiuM - - Yt ' 3aY t%NYr AAwDMA H.:. ISM9'_tan m-1. IN!^'• P (.SAXRM-Isw. rAz: DRNHsR_ 1 20-175 DENSITY OF 0.55 OR MODULE. Mpmt GA-g9087ts Re+ Mw w.. -Nr I>�6'NI - _ PF. SEAE/S.CNATRi/dnt 1YAkTER A I:LL, A. PE 1WAN oR H' I 'WQT '4 M 16 - __ • -i a) III 2 _ L N O Q O _0 O c co -0 n- O \V � ja = O Q a) /{C V 0 O O �9��� -/ \V LL 4'__ O Co '^ VJ Co L = coO C C) C 0 'O W O = u Q L\ = 1G C•'5 O , m C14 x N L L C1 .N C= - (n C14 .0 Q C ED C14 3 a, = CU=, CV .' C a3 H= C 4 3 CID cc Cu f- L -= EU s Cm 1 p �w ty r 0 L C. Q z z W J (n W _� O W C1. 0_ (1) 0 =3 CIO _0 0- U r(^ V W W Q Z Z Q J EL SHEET NO. SH 1.4, I I I_ L1 I 'I 1 I'll ' I If I I i I I ____L I 11;1111111111 a-L_ - - - - I - -- - - U EZI/18, EZ I W/ 18 ANCHORS - (SEE SECIION E7O n At IERAPI" EZtw ON SHEET 10) - 1 -3" MAX. -. -' Un - M*E 2) i ��'W 1O . S NOTE NOiE 2) Otax" SMS - - ___.._ -- -T---- - - _ _ �• �- H ENO �T--' - - T DE 7' -r' -. 1 ,-_ ^'- -.i .ry.P i •O-T- t/]''- O~-t0 --_ '0--T-jO•T- OI 0 : i0�- 10~- 10, 1 ( FUh AN 'i \ _ is 4_A`li:\ L'JD:.'-. 5nx r !-(,: Ili F s'.FF - •y: E .A,l�: { N Ah'Et. -IFM IN I'k-Jl J14TERIC,- 4PE t147F4v� `k_4EL ( i4„)EY PANT t' Pi L. .,lit ALAAY_ 1 df: -IL NollIt . ' W of "a1 5 n cr I -U L M {A1 - 1 Ali 4. 4 ° # , _. , NI _ L rM1Yr ;4 NAt N .NI f 1 . ..'IJ V PNJELI N P-l=•,' ' NIiT ,4 U,. .M '2LK IAP•jI-� H., ',�4 S S H`:[Ti A,"O I RCA{' L l A10 i't F i_R` MA1 fIC - PTUC4 Jl'� �I - N E N ri I'yM T1-♦ -♦- ♦ ♦ Y i t ... -. + t.. r Y 'i - T-- •- • T t ,_. - : 1 1- V I °Eli >, 'ANE: _I- -I L_ :�:J1! L..1_ � �J_. L L J_J_1Ll ..1 _J _l 1. I 1.T.A..h vA. `LB ..1t„n! l;n�Fl i t Frc, , - iSE[ 01 Eli h A. (Pr,A.!'vE `UP .- _fc_ IBI - EZ1/t8. EZI W/l8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM (t) 2 5M: 'LIIJ ,•.ER:J3 _.,�ten. iron GAP-. - SECTION A-A............,r,J EN ' U/9 '�. FLORIDA BUILDING CODE (Nor: High Velo:-lit NNrriccne Znne) O, 44167 ? " 24 GAGE GALVANIZED STEEL STORM PANEL HA4 1 _ *= .y ' IT51ATE pP�'pi.r�' ` i L E C O irEc (GLOBAL PROTECTION PRODUCTS, LLC. P" IR`' Est.. • C++G,M ERtH C - ✓ `-�, 20- ; Ga. NL:')RIGp `i` �'` r. ♦� P DWN-M. A. ENGINEERING EXPRESSS PRODUCT EVALUATION REPORT September 15 2020 (cation Number 1 9 - 2 n R Application 7)38 i EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beech. FL 33409 Product Name & Descriptions 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 of n Professional Re ulationo i Commission Rule Chapter Department euaness a dB M ! (Florida( rig Pt g F I acceptance r Method l d Th odu noted above has been 81 G20 3 005. A C., or statewde acts M th d Theproduct Pia Pe () pr lest and/or evaluated as surnmenzed herein to show compliance with the Florida Budding Code tested mpil rig Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this Product shall be required following pertinent Florida Building Code modifications (ir revisions. Substantiating Data: A PRODUCT EVALUATION DOCUMENTS X r n 0-315 a Galvanized Steel Storm Panels HVHZ 6 Non-HVHZ) -. sheets 1-5 E d avn g k2 43 tilted Ga z S t ( Z) prepared by Engineering Express. signed R sealed by Frank Bernardo. P.E. is an integral part of this Evaluation Report TEST REPORTS d rot c structure) r h been tested m accordance with TA 02 test standards r test Un o stab W ucture performance as De t S 2 pe repon(s) SBT-ASG-17-001 by Blackwalet Testing Inc Large missile Iropect ressfanceperformanceand bathri9 has been tested in etc Drdance with TAS 201 and TAS 203 test standards per test iepon(s)11BT-ASG-17-001 by Blackwater Testing. Inc STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepeled which evaluate the product based on comparative and/or rational analysis to qualify the following design Criteria 1. Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12-" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396 9999 TEAM14'EHGINEFRI N GEXPRESS.Com E NGI MEER I NGE-JPRESs Cam x ;k I a' i. rl c� •s :n . I u S �y x u T-I. Ir_ rr Alt=PRAT=BUILDDUi HUUN�NS r'e M M. 'r✓4L a+ -II fP' C 3"c L� T�L H T 1>^`LTE I IIxH HrRlx ¢H.I ol1 I PBYC � HI - All •American Shuncr%anti Glass - 24ga Galvanized Steel Slams Panel, No 33% increase in allowable stress has been used at the design of this product Separation from glazing is not required for Installations outside of Wind zone 4 and essential facilities Impact Resistance: Large impact Resistance has been demonstrated as evidenced In Previously listed test reports), and is accounted lot in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document h e engineering drawing) installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I e engineering drawing) along with all components noted therein Product components shall De o1 thema a nal specified In that product'6 respective Product Evaluation Document (I e engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accot dance with the respective Product Evaluation Document (i e engineering drawing) as noted herein r II n r ail rim n shall be of a material All sir supporting host structures she be designed ID .east a superimposed loads and PPo 9 9 r� Pos listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a ate -specific basis by a registered professional engineer Ail com ponents which are permanently installed shallbe protected against corrosion contamination and other such damage at all times. This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ) Respect tiil h . Frank Benmtrdo, PE ENGINEERING EXPRESS" 4IF004044 I Cerl Aufh 9W 160 SW 12'' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 354 (954) 354 -0660 1 (866) 396 9999 TEAM OE NGINEEAINCEXPRES?. C ON ENGINEEAINGE N PRESS COM _ I i A P` --,I- T-il h+ T, E. M. .niV. I W F J C�.y. N 3C C'P `- _ H 8 _ T 1 E h r i U uLE -U;_- 1 -TTI i, c l- r,.,.. f Cn Eii / / i r i r_4 TI.T ..,.." r T Is UP,WNPL TUP M CID B TTDUA_ C=TACL r. Nike I 1,6111 R e +g� qp! y IXWaafrNa( TE 20-31543 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ' 1 i INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EXISTING POURED CONCRETE Off +: 4'r TARCON CONCRETE BLOCK ANCHOR O 12' 0 C REWNiEC f; _ / I. jJi'I 1 /4Y 1APCON + -. I'4, •' HEX HEAD TEN PI HEADER •, J14,r• HER HEM. TU ANCNOR /2' OC SCREW O 4" T40M REOLARFD SCREW OX 4- FROM EDGE Or (S { i I. hv2i EDGE OE V _ Jr t 55 BOIR w 1 Pos" AI a tMtMo Pf i+"i 1 i II^SE PAMTN)N 1- Min. CXISTINO N TO GLASS 1 l r ExISI W0�-SEPARAnON AL- GlASS AUM.VUM POP GLASS R TO GLASS I ALUNINU4 PCP 0 y I f RNET x I ,.. PITA, 5FA10iPt,EMM1") IF ; { UAX I/+ '� PANEL # = 4.r- .EAGTt. TH A tIRtS w x { , PANEL LENG i i 11 1' M., IH•SEPARAT'ON-I 1 I Q---SEPARATION - ' I MIA /4'm-40,3- ii t0 OIA55. / THUMBSCREW III TO GLASS I n IF iID, 11 jPIO.1�"Ep.. THUMBSCREW 11 R E mEUi/2' , 4"m TAPCON ANcmoR 6 12' O.C1A^COW _2',4- w000 ED ""'FLAIL ANCH(JF p t2 �C CK REOUIRED REWIRED WALL tE LNG WALL MOUNTING Qn ALTERNATIVE Eztw SCALE 3/8-1- SCALE 3/8=I• '•.. Y\CENSj FLORIDA BUILDING CODE (Non High Vmioclry NUrrrcone Zcnm) rllZ�..I+ * MIN. PANEL LENG`I• 0, dot -� ::Tt-AL •n.r24 wc. rF 1 INSTALLAiuON ARE ONLY VALID FOR MAX. A D DESIGN SHALL BL 2'-6' * # •; t I4 CAGE GALVANIZED STEEL STORY PANEL. ? PRESSURE RATING »/- 40.0 p IT f ANC' 6'-0 MAX ; ,O STATE'' c,llrh^zP GLOBAL PROTECTION PRODUCTS, LLC. PANEL LENGTH s y F III.IE C Q ENc 1n !( 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD n1LT4 - qe " T'-1 +i eF� �! LAr T� G m EM4IEPIMO COMPANY T"r. S,Tw3�An.+ifwa. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Al •„•+ ,n ,,, t„ mar M ft" 20-175 'ry SIG' Lt1A DENSTY OF 0.55 OR EQUAL. „1- ••-+-• CAPFX.; V. UF INNIIMN JPr�C.AI[ TNu,. 4L,w.-mT ty F• er ,, ,., .Ar RAFT.t IR P, ,a ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PBAR TO PANEL SPAN) FOP MOUNT(CONN TYP, TYP E 45 RC-Q D) SEOTIfN15 y--- BOLTSOFTIONAL /+"WA STITCH -BOLTS WITH WASNED 0 WINO -NU iS FA.;TENm � OVERLAPS 0 MID5PAN (USE APPROPRIATE SPAN TABLE) �nin�a FLAN VIEW E z4G�ip ua gz SRC 15c I 1s i BOTTOM MOUNI / cent TYPE As �. Y ( N RFQ'D) R0.391" MAY BE ATT �_ a BOTTOM 1 TYPICAL VERTICAL MOUNT L V T EE AION 1 N T o. ELEVATION TOP MCAINT Lm4x IN CCQN AS REQ'D) (SPAN ABOVE TRUCT)CxY) BOTTOM w w OUNT ry (CONK TY qV azI J n-0OCATION PA (LOCATION MAY VARY, xqq Zr Vi E J":-R OP MOUNK EQ ) TYPEAS 'D BOTTOM MOUNT (CONK LrrlON TYPE AS RED D) (SPAN BELOW OBSTRUCTION) ITANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL K -20 STTTCK PROVIDED THAT CONNECTICNS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY v/iNGPYJTS FASTENED O Sr'ANS ABOVE B BELOW OBSTRUCTION. OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NT,S, ELEVATICII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAU.'�E P4MEL MNN+UM airrPM 'aNf; nl rAA N --N ,IA>', NWI, WIN;l ?I.1ME 4 R FSSIN IAP FACII,J iI MAXIMUM 0 SGN AWAHH N..A IAI1 N HFSY N`.i AtIAT N\'. AiEN -tl.Pi R N 111 IIIA14 ARrIVI. illlkcr I „AN III AAPVr C,NAEIE wUl i 3U 10 � H116„• 161n- / Alt liL( i N(I �� _ 151n -At l UI - I ,I 14.E I 10 11 6 N,,r /h N JN ,r I.i 4 e n 1 ,; 11 _. 2 0 I /Ili iLA 5It 9r11n Df HIV 51,r1tUULt IVU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE OK)'%LC,AU & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABI E STORM PANE! SPAN. 5C. EDUa IS ACCEPTABLE TOP USE Wi ll- FO'SiTIV€ LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. PANE, FASTENERS- ARE STUDS USED IN CONJUN", CN WIT. AILMOUNTING EY.TAUSIONS TAAC,,. STUDDED ANG,..F ETC i USE 6 2S' O C PANEL FASTENER SPACING TABLE VALUES FDR ALL HAND -U' HEADERS IINCLUDING BUILD OUT ( ONDITIUNSi +. UNEAR INTEPROLATION BL"iWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER 17AD GLASS : SEPARATION NOTES: P SPAN SCN E DT•I POSITIVE HE OE52rl1 LOADTC, DETERMINE MINIMUHELLOY.ABLE SEPARATION FROMHE OPENING TO BE PROTECTED SCHEDULE 15 PE'2UIRED FOP USE WITH RCSITIVE LOADS ONLY INTERPOI ATTON BE`WEEN LOADS IS 4CCEPT48LE. OTHERWISE USE NE., HIGHER FC,aD FON INSTALLATIONS OUTSIDE OF THE V.z 4ND OUTSIDE OF 55SENIIA'_ F M 1 - T' R iH -ASEPARATION - 1 1 SAS W11D TONE ! H L E L S FACILITIES T1c5 O IG 3. 5 SLHEDUIF I$ MOT REQUIRED 4ND. NO MINIMUM SEPaA4iICNi FROM THE PROTECTED OPENING IS R_ UIRED w b MAXIMUM ALLOWABLE D9P TrAro DESIGN PRESSURES: Z", AS NOTED IN DESIGN DESIGN NOTES: s�HEDULEs POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGIN EERING IN ACCORDANCE WITH THE GOVERNING CODE, ODE PRESSURE REpUIREMENFS AS DETERMINED IN AdCORDA WITH ASCE 7 AND CHAPTER IGN OF THE FLORIDA BUILDING UILD NI G CODE SHALL BE LESS THAN OR EQUAL TO THE POSETTVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: THIS SPKIFICArION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 2 NO 33-1/3% ]INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 0ESIGN OF THIS SYSTEM, 3. THE ARCHTTECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN i5 USED SHALL BE RESPONSIBLE FOR THE I RITY OF ALL SUPPORTING SURFACES WHICH NTEG SU ES ACTHIS DESIGN W IC SM4LL BE Coo0.0INATED BY THE PERMITTING CONTRACTOR. SEPARAT['SIrFSPKIFiC' SCAL[0 EWQN[ERInG SHALL BE lip ffEO "I 4A RT N O G F P N OE O OEJ)ATE FRO L e LECT(Ont OR SPANS CONTArFi[D pp5, 4 HEREIN.( CONTACT THIS IE RFOR LIFRNA ESPAI CALCULATIONS AS O NGI) E A T 1. ULA'n0 5- 5 BE R UIRED. KY 5 TH[ SYSTEM DETAILEDORM.0 SM. IS R SITE 140 GOES HOT PROVIDE THE CONDITIONS FOP A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER MFOR OR REG6TTRED APCHR ECT SHALL LIT PREPARE SITE SPECIFIC DOCUME NTB FOR USE IN C. DESIGN RE55 Tins DO NOTED HET P ft ARE MAXIMUM 6. DESIGN RE65U ES NOTED HEREIN E FNSED ON MAXI . M TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 7. ALL FASTEN EREiD BE )LL'RI CA GREATER SAEGRADE 3 UNlE55 NOTED OTMERIVISE. FASTENERS SMALL SE CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATEPIAL ANDSHALL COMPLY WITH "SPECIFICATION5 FOR ALUMINUM STRUCTURES' SECTION 3.3 BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. 8 ALL STORM PANELS SMALL BE 24GA STEEL Lw o,oz4" R STORM PANELS SHAM CONFORM H ASTM A65] STR8.1 is,ALOUALITY STIN:L. ALL A GAL-VANIALUMINUM COATING WITH A MINIE 1SES .T ALUMINUM W51 UN ALL ALUMeIUN EXTRVSIONH SHALL BE 60fi7-T6 AlUMINUM ALLOY. 11 T NOTED OTHERWISE. I L TOR & &DICTA pFPANE SHOWN MAY UN ED VERTICALLY HANGED AS FI[LD CONDITIONS DICTATE PANELS MAY BE Mq/NTED VERTICALLY OR MO IZONCRET AS APPLICABLE. N R CdNCRETCANCHORS ONLY. HEREIN SHALL C ETEEDDEDTor NONGRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PEP MANUFACTURERS CTORA1NENDAT 13. THE CONTRACTOR IB RESPONSIBLE O PREVENT ATE OR PROTECT ALL MEMBERS PRO" ENGINEER DIAL AFFIXED D HERETOMATERIALTO PREVENT RUMEILEr.TkLL De IS 24. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL aESIGN AS M N Y. TH P A Y T P L SHOW O L USE CF IS S ECTF3C nON B CON RACTO ., et a I IIDEMNIFG GSAVES At APPELLATE THIS ES RESUL FOR ALL COST 4 CAUL. INCLUDINGLEGALTEE SaECTIONATE FEES RUC LYING FROM MATERIAL VA CI M CA,GYSTEM ERKLCAL, dCONSTRUCTION CODES & F BEYOND THAT 1'✓HtCn 6 CALLED FDR BY LOCAL, STATE, A F[O[Rpl CODES &FROM D[, "DES OF THIS PLAN 1 C TAS EX➢ LVP VS N C111 ND N 3 "CEP Aess ao IUD eR ADamD AL IS. F[CA"AnOR P AFFIRMATIONS ARE IR,ENRED. 1&. ALTERATIONS, ADGITIONS. OR OTHER MARKIWGS TO THIS OOCUMEIJT ARE NOT PERMITTED OF INVALIDATE LTHIS ABELED WIDTA MIN 17. PANELS SHALL C PERIINNGTH L LUCAIYVIQ NEORMATUM IOW (1) LABEL PER EVERY AFEET.14 SHUTTERS THEE LASS IMGIN FORMATION', ALL AMERIC BE SHUTTERS AND GLASS WEST PALM BEACH, FL TAS DTAS 0. TAS 203FLORIDA PRODUCT APPROVAL NUMBEP. VISIT ECALC.10/81543 $�O •.1'na, er,�eaF�xwoEtwrag+s rAWBIOAE � �J ,�DRr,4arP„>Ke5 FRtax B�tlIMApO IE DElRT4.19 iA• 980. M, M ry e tq8 M Vd . sspp U - _ m 99iiiii 1 8 r, Wu i ll d Pau�- tm I a 0, ra � '0W O LA a s ; r- ml W (t ry 0 2 c ❑ W Q I tnN+.w T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT •p� $ s$ .$g mQ 5$ 6 � x �' �e Pi, 9UYd,W 'u'HeAm.r 0• o- IT 27 F- 2 l5 a L' HReaer 0 0' 2Y 24' 2 S 2_' 2 4' O T£ 2T 5" 7 CN5 A Sum a ? 2Y j•' I'- 3C' 31' Y ]rl' 23' xr It- 33" O l4'laP I'i• T q 24' 4 24' 30' A8- S7' 29' 48' 4- 48' 30 53" C A_ 25 5 _5` 3t' S0• 92' 3D' Yt 2, SiT 71 SS" O -__ _ stud W - Mo M r 27 .Z. i' 2 9"'-I - ti' 24 _ 1 >r II 3 1- F M fXect 1 T4 4' TA' sP 4B' 80- 2a' 4 42 - 7rY 57 � 0 qw �' Q 0 J' 74- _x_- :: IT N e 24" m F' T AAN 24' 1t' 24- 70' AB' S- JIT AS" _r' 49" SUP,"Mill SR MRMMi 2.1 3 23' I f 3 i I- 7U 23' TIT X 26. 28" 28' 33' S7' 15 it Sr 'e' t! N 1n + t Z AFt- s Q $' OPTIONAL INTERIOR FASTENING DETAIL is.N.T S. In °` 1n ° a� O 3 Z_ S 3 g 0 ApARCp1 t PANEL W ` J uxrV whir.+,. [ / c •� 3 6 aI 1 T is y{ GOMWR[RVm ERAYxnR 20-31543 i.,`N - w / iOPTIONAL EGRESS PANEL DETAIL Are INTERIOR FASTENING a �2 991 2 250" 'tN r2.250"� O 094"--Ir•-0 O60" - l' 4„ `r 0. 12d' ., 11 ry z _ o. uM' 7 Z09 -0.094" D 094'. DD 11�� .125• 6.099 � n ry n 125"YR 0 0 lfl GA D 79a" 8 T- - § $ a� -U.3 1i.094" L- L162" V' .044 TYF. TYP ? - T >n 0 osz" 4a f'O 062" - L 930" �+- t,93D" LJ� T "� r= 3.5 0 L25" N Q W2 D62" �1 .� E -y 2.000 l +}-- D D62" --1 � tYP .S uygt 3.000" -I 00" I- Ef Las _I ,o3D" zsr3 zit ,I z.DaG° I_ -� z.o2D" �%l 1 3>�'.-OUT 'U" HEAgFA I II �(7p[� 55'' S53 NO 1.5ti0" �..5SO 1,510' 380'65A-Y( 310'.655' 0.376' 0�0655" 0376".,01}�°2°c^ 0.150'. d.500" PANEL COVERAGE-+ }J,_I 0.179"-$ 0.19f��-I r- 71 IgpI I EGGS-.. t Ol)7 34.875' PANEL LENGTH a, t Lcc { D.545, 0.524^ 0,25WJ 0 050 $ to, '4R .15D'. to O P. OLLECno 'jr T:: D.09V �� MAAY 8"E l �- 0 Day" '0.2%t'. ,E EYE, TYp 1.000;,�0 0.215" '01700' 0]IO' RO 13T- 305' {Ja�I T P. D.090" 0.957- J ✓e1011AD-d1T Y TRPON �� 'F+ iR��� F' 7R a WA9ERE0 wNCN1i V LET- lJ V" I2AMAC ., ALL 1 I E R It .1 a q bN } 0376'��SESS" 0 13. LEc d ---- grnErnDM C F A,=o.izsS. PeJEnsEn ,,.. ,, ...I , uu °F• ANGLE - 1�ACK )ExTENnto1 � i3 OVERLAP J \ (n th$g4 4" MAX. DETAIL V O.1Ba f IP: >'c E •`� �.25" MA}'. MAX I T W E JILEI-JU Ir a. lAru .ra rsro A . 'Xr DLST NCE 11 rill I.0 J �o _r T<..P sF:TrAee a - 11 EMBED 8 �. i.D00• D' 'i is rr_a r . f 3.82 OVER 1W 4 s MAX qw TI gt �25"MA% EI �15 c�®ili ....Hr / II,s N M[N ep 1. t f/ 1.500' l MIN / i 4"MAX. U' L- ,qDp' t W EMBED '''•' rLOM,EM1 G.OAINLE DETNI [i- r n.. U' I ;MD MDUIIT CLOSURE DETAIL n I-r tr gg �F �GC Vile mMYIaCPPxarlNtlYlUP2 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 4 13 5" O C ��I®Eii�1Y��11� ®®/, / r A// LM� / r r/ r / y / l//; %N iKom ® ®8�UNMEMM an _- MEN""! ®®®/%,� it/r./../.,{-. - ire^ MTTaP Drcuur•R ANCHOR NOTES: L PNCJHOR SCN AP 7 T PP T F T EDU LE PL ES DAL. ODUf S CERTI LED HEREIN BU CNVLY PROVIDES MAXIMUM AXtMUM ALLOWABLE ANCHOR SPACING MAXI UM ALLOWABLSPANS ANOP RESSURES INDICATED INSPAN SWEDULE SHALL APPLY 2 EN E0. ANCHOR SCHEDULE BASED ON PANEL FASTEN R SPACING, THE T T E NG. E LTO ING STRUCTURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER TFt7.N OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.5ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET I FOR [DENT] FICAFION OF CONNECTION TYPE). 1 "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-TRACX, STUDDED ANGLE, ETC I USE E.25" O.0 PANEL FASTENER SPAONG TABLE VALUES FOR ALL "M.. AND "U"-HEADERS (INCLUDING BUILDOUT CONDITION5) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAITURERS' RECOMMEPIDATIDNG 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK, 6 MENIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SOHEDULE, 7 MINIMUM EMBEDMENT AND EDGE M57ANCE EXCLUDES STUC W, FOAM, BRIM, AND OTHER WALL n NIS LES WALL FINISHES SHALL BE LIMITED TO 1/4" MAX 13R SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST ST0. ULTURE 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY q WHERE xlsrlN F v v EXISTING FRAMING, EXISTI NGCONDITIONS MAY VAR FIELD VERIFY .T F.ASTEN iL5 M A A TOO E ARE ] O, DE TE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING QU , T Y G O PLYWOOD IS ACCEPTABLE ONLY FO'P SIDE CLOSURE PIECE. 10. WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD (Y' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE'50UTHERN PIN E"G-O.SS OR GREAT ER DENSITY LAISCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1 I REMOVABLE A"DTDRS ARE DEWALT P-ELMATE, ALL -POINTS SOLID -SET B BRASS BUSHING L2 MACHINE 9:REWS SHALL HAVE Sj_'° MINIMUM ENGAGEMENT OF THREADS I NTO THE BASE ANCHOR AND MAY HAVE ETTHEP A PAN HEAD, TRUSS MEAD, Chit WATER HEAD (SIDEWALK BC,LT) U. N.O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCC000.0T HER WILL FINISHES. 14. _ DESIGNATE`' ANCHOR 11"IFICNS WHICH ARE NOT ACCEPTABLE USES. L5 71C DIRECT MOUNTING CONDITIOIV5- LE LINEAR INTERPOLATION 15 NOT PERMITTEC' FOR USE WITH THE NFICHOR SCHEL'ULE5 USTEO '7N THIS SHEFT B8l 9 -1--r Qi Qi C- U N O Q � O C Ca U) CV O cu VJ C Q N O L1.. cia CU . - UI Q Z Z W J Cn (D i U) =3 CIO CDL CIO _0 V (1) V W LU c G Q Z z Q J SHEET NO. SH 1.5