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Home My WebLink About3788 Back Forty Loop11, _rr -I � — 1 1 1 1 1 3 r r r ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or FIr. Floor RAD or Red. Radius AC orA/C Air -Conditioner FLR SYS or FIr Sys Floor System RAG or Rag. Return Air G611 ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F. F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Footl Feet RECID or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Gass RND or Rind. Round BLK or BILK. Block GALV or GaIv. Galvanized RO or R.O. Rough Opening BLWorBLW. Below GC or G.C. General Contractor RS, RIS, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G. F. 1. Ground Fault Interrupter SC Solid Core BOT or Bot Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass(door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm, Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KtWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB TowelBar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length MMorT.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T. 0. P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Van. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/ or wl With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Prooffing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 1 1 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 UPDATES REVISED SGD, LANAI & WINDOW 06/01/18 4.1 A -r Mr— Am 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBIC 2020 CODE UPDATE J -1, 1 1- J V1,-1--"'J"'7T",-. '17 I L� 1711 U L] El E71 F-1 F-1 F----] L----] El E-1 17 71 FA E� L] '% lqtgm L= 1E 14 1 #4 A 1763 INDEX OF DRAWING� SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR 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 EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cri CIQ C= C', C" '--75 co �D > UJ CD C,� cc Go 7% 3: aW J4 CD (0.0 W W % Q* M.= E C= C-4 CAD C:D UJ C14 00 CD % %,. N .......... 0 G o OF R,.\ 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 angineedng portions of the drawing pages bearing Engineers signature and seal. M� 0 W E 8 04 0 :3 U) ly u� 0) P*- r— LL LL LU 04 C, 6 V) v CL c: -i a. .2 u- Z % -.= t on 13 13 Z OV wo W I- 2,F,-g4 I W.. Z Z 00 Z; 0 W LU U*) MZ60= W L IL L 04 < a Z (50 2r W) U) (1) o 4-1 C) 0 Lu V) C:f LI) W U LLJ U CD .t Lr> C.C> C15 Z Z E 0 < R 0 E 0 r6 Cl E t Z 0. > 110 —J 0 LO co Lo C) 04 U-) 00"11% o Cr 0 N w _J 2 co -�% CN 0 11) LL 0 C10 C> (0 rl. cc M cr) LO T— 00 < oo 4i E r- Z, (0 U—) 0 Z M Z ca E CD �i E 0 M r C 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S T 15 14 1 14 4 0 Cf) 0. BATH C0 'I E? ao TEMP OBSC L 9 60 0. BATH r x[Ell I HOOD V VARIES PER Fli PLAN TYPICAL HEADER i 0? V-4" I. T-4" 25'-0" 11-4"X 1 1-411 1111 SHAPE CMU COLUMN 10'-4" TYP. @ 2-STORY 35 SH V-0" 1 IL b AC PAD 00 CD Nr DINING 8'-8" FLAT Ci CARPET KITCHEN Z� GREAT RM < 7 8'-8" FLAT Ci BATHROOM 2 KITCHEN 1W pnon i . 70 1 CARPET VARIES, 2" LESS THAN CABINETS BELOW VARIES, MIRROR 24" TOWEL BAR ON WALL ABOVE TOILET MEDICINE CABINET 00 TOILET PAPER HOLDER 0, z 2z MN Cn NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD _, o- TOWELBAR TUB OR SHO SHWR. VALVES to to BATHROOMS, SHOWERS AND TUBS 0 TUB W W ;o DOUBLE RODS 99 In SINGLE ROD CLOSETS / LAUNDRY 42" H UPPER CABINETS 36- H UPPER CABINETS 30" H UPPER 1�- FOR LINEN CABINETS J FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BAS 3E &9 CABINETS- LL t a: V &3 0 6P &D 2x FRAMING----_. 17 !6 1/2" GYP N BOARD - FIN. FLR. ;-- - I I I - . . FIN. FLR.1i -1 -1 2X P.T. SOLE PLATE - SHELVING ISLAND COUNTER CABINET BLOCKING PLUMBING LINE 9 TO SECOND FLOOR - CV) (A)= a U) UT- cli ALT I AC PAD -J i TYP. @ 2-STORY -I 1 5-4- 1 1 J'10.6 T-0" 8-4- 74" 4'-4" z (3) 2x4 #2 SPF 1/2 WALL L? 14 �ALL STUDS W/ (3) OR RAILING LO 16d NAILS AT PER SPECS C) Z ;Q BASE FLOOR G.T. '�-91 A 1 1 12608 '1 1 11 1 1 1 I Li I BF I I I I . I . _<I U t- D : g 8� 8" FLAT � OPEN S S3 TILE 116 115 1 11 1 2111 2111 I 1 18 171116 IP 13 12 Ili TO ABV. L L- HEAR WALL b 3)12x4:#2 SPF� FLOOR G.T. y EDGE OF SLAB 2" ;TUDS W/�USP M Cr I.- LU Q& BEYOND WALL HT�i 6 �i @ BAS El .4 4 -5 7 4 7_0 LU z 2 0 BUILDER TO PROVIDE F&ER u>- P LLI -8 APPLIANCE PROTECTION 4 Fi, CLO. < 0 L) WHEN REQUIRED PER FBCO G) �'�&' TILE Up 0 > J co - -.1 Z LU 0 Z W1 USP L TA1 8 STRAPS - (CENTERtD) EACH SIDE OF J� < WALL TO U ABOVE FLOOR TRUSS 16" O.C. W 8 & �,�6� Ca TYP. @ - C) -J LU LL 2-STORY -8 LU LU GARAGE =: LU 0 -0 r- L.1% I %, LU I M. r-. r-. Z 0 L.L W U) > ENTRY ao 00 04 _J 0 8'-8" FLAT Ci z AFF KAE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP. @ 9 SINGLE FLOOR G.T - - - - - - - STORY Wx`16" CMU COLUMN UMN W1 6"xl 2" ABO\ `E E \-12"x12" CMU w/ (4) 4- K"� INTERGRATED INTO 1 0 #5 VERTICAL H B , �4 Typ. WALL W/ (2) #5 @ LO LI VERTICAL GARAGE 19-8 ]ME - - - - - - - - - - - - - - - - - - - - - -- -- -- -- - - - - - - - - - - --- - - - - - - - - - - - - - - 16070 OVERHEAD DOOR (R) :;t LO OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 D (B� +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 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 WINDOW SCHEDULE SIZE R.O. CIMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 118�X25� S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18JX621 S.H. 16 20 X 72 182' X 71 � S.H. lH2 27 1/4 X 26 26 X 25 J S.H. IH3 27 1/4 X 38 3 26 x 37 S.H. lH4 271 X 50 1 26 x 50 S.H. 1115 271X63 26 X 62 1/2 S.H. 1H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H, 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 52 2' X 37 3 S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 21 X 621 S.H. 36 54 X 72 521 X 71 J 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 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fi (2) - 1 3/4" X 9 1/4" LVL 2.OE Fi (2) - 13/4" X 16" LVL 2.OE Fi (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General Notes R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section i shall be protected as required by section 11, Item 4. i Dwelling/Garage Fire Separation. The garage shall be separated as required by Table i Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tai R702.3.5. The wall separation provisions of Table i 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 1`77 1 1 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL -1-771-7-7 in BEARING WALL 1171-171,171 L INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S. F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R- 19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED1 (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV B SCALE: Y4"=1'-O" M C%J C= C%J C" C114 I= W W -.1 �w W r C-�, C13 U- IE '76 C, E q ce> cli C=> 00 TZ N 0 S T A E 0 F 0 R\ \% 0 "",Ili I I To the best of the Engineers knowledge, Informallion and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 11- 8 E C', 8 Lo , cb 0 0 _(D . G OR I-- I-L -- L" LLJ C14 0 0_ 0, LA-Le si u - . z ='a ;; 0, 0. rm- 0 :i kL :, M C-4 (C) CO WW 0 0) Z 00 0 z 0 C6 z < W 0 CL .M 0 L -Li (A V) c!f C) ow < co z z < U- E V5 a -0 E 0 CU E 0 X so 8u z z 0 0 z9! 8 W CS .2 110 TZ Lo 0 0) T cc Co U-) 0 =) IN CL L0 Cr CL ch .2 M +-J 0 4-1 0 LL CY) (0 -�e U CV) ca C'4 C) 0) 00 0 LO 00 00 00 Lo li to cr) 0 z z E co 0 M E 0 0 0 -J 'D SO '0 M < a I C C (D -J JOB NO: 23-02469 SCALE : AS NOTED SHEE7 NO. CONT. HANDRAIL-/4 RETURN TO_ ��AWALL DETAIL- A)SCALE: NTS M." 3/4" PLYWOOD DECKING----,, FLOOR SYSTEI STAIR CALCULATIONS: TOTAL RISE = 10"l 3/411 (16) RISERS AT 7 -9/1611 ,10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 15 36" H. CONT. 77 41 14 GRASPABLE 0 AILING 13 -1 (y) 12 11 0 01 1xTREAD 10 LOICID (TYP.) 9 STORAGE UNDER 7 STAIRS 6 2xFRAMED 5 WALL 4 1x RISERS 3 71 (TYP.) ZX I-N/Alvir-L) koji ZX I Z WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END.- TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECTTC SCALE: 1/2" = V-0" 0 PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-011 2x4 SYP #2 16" O.C. SPF #2 9.41 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 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- F- - - - - - - - - - - - - - - - - - - 7 25'-0" I 1 8'-9" T-8" 0 Hl I H1 /16 016 23 �D231 rYP. @ (A) I TYP CORNERS 25 3H U.N.O. 25 6H EGRESS* EGRESS* HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP Wl 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVIL 2.OE Fb=2950 <e>(2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG I FILITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS VV ^ 11' SHOWER C to 0 FIBERGLASS SURROUND OWNER'S TP 'I R 'SS Lo IND 4W F-111" T CD SUITE 0 8'-0" FLAT CLG. 3 BA 26U68 '-0" PLAT G. CARPET D2 '2068 1� 4 - - V, TILE Sim. W/ (1) BF G.T. OP - - MSTAM36 -10.11 ? "- 16-8. 3-6! STRAPS @ 4-SH BASE 3 R&S --- -------- 42" KNEE D2 J'� Sim. W/ (1) 8t -0" FLAT CLG. u) CARPET r 2068 WALL WITH Ri�z 4" MSTAM36 1 )10.. S6 `0 ACCESS, 1x8 CAP & STRAPS @ LO I BASE LY-")C2f -.j TYP. CASING - - - - - - U.N.O. Zo T R&S 30 9 '4 TUB/ SHWR r3o-;� I - TILE TO 7 P BEDROOM 4 8'-0" FLAT CLG. A.F.F. 19 CARPET 1x8 CAP & 4- BA 2' 'FLAT CLG. T-13" CASING 8,4 iso TB. 1/2 WALL OR U) RAILING PER SPECS En LU 0? U) Cl) U-) TECH CENTER 2668 *Will C-4 T-9" 11'4" (12 'q 2668 H1 C%J - - - - - - -- <�> kD)2 - - - . 0 -, BF N.. I 6R -T- 01, DRYER VENT L40 �' y IC/) THRU SIDE WAL 15068 BF 16 1 14113 12 11 10 9 8 7 6 5 4 D. - - - - - - - LAUN ------ -J R&S < 8',0" FLAT CLGft 2652 TILE 9 ED F71 X T-11" 1 1. T.110" 5-111� - - - - - - CN14 VUH N HANSON BOX I @ - A.F.F. 4068 36' BF 00 Co 6-Of 6- 10" 19 co - WIRE SHELF N @ +54" A.F.F. BEDF 8.-0" 1/21V� RA Ll 2668 I I I Icn 10 i Im 3 D2 TYP. I SIM W/ (1 �A I Sim. W/ (1) U.N.O. C141 Mq MJr G.T. MSTAM36 - - - - - - - STRAPS @ K3 1 V-13" 2 44" 1 V-2" I BASE F, I (n 105 Sim. W/ (1) BEDROOM 3 lix BEDROOM 2 MSTAM36 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. STRAPS @ CARPET I CARPET BASE I EGRESS�4 EGRESS*- 25 SH 25 22 39 2 D1 D1 JAMB STUD OVER LO I 1 ENTRY TO BE I CONNECTED DOWN I L PER DETAIL 6/D2 40 6-10" 5-10" 6-8" 6-81" 18'-8" 66'.4" - 26-0" 9 ro OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 -39.7 +28.3 -30.8 D-) +28.3 -37.0 +26.6 -29.1 +26.6 -33.5 SEE SIN SHEET SEE SN SHEET " M VZ P H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES_ SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 18 � X 50 S.H. 15 20 X 63 18 � X 62 S.H. 16 20 X 72 18�X71 J S.H. 11-12 27 1/4 X 26 26X251 2 S.H. 27 1/4 X 38,3 26 x 37 1 S.H. 27 J X 50 5 26 x 50 S.H. 1115 271X63 26 X 62 1/2 S.H. 1116 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36' X 25 1/2 S.H. 23 37 J X 381 36 � X 37 314 S.H. 24 37 J X 501 36 21 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52�X25' S,H. 33 54 X 38 J 52 1 X 37 J S.H. 34 54 X 501 524X50 S.H. 35 54 X 63 921 X 62 S.H. 36 54 X 72 521X71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A =.H Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches, The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: 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, Handralls 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 handralls. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Open I ng/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND I I 1 1-777771 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R- 13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-3 L - (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE I LIVING) SECOND FLOOR PLAN - ELEV B SCALE: X"=V-0" C" :12i C%J Cn c1c WJ 6 r- C5 C-5 C4 LA- >< ell 3t M cu W ce) C14 CD C-11 I E LA,'f- C-.): S 7 5,e( ST ATE 4tv 6, 1jili '01 laid' 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 ode - Residential 7th Edition, Engineers signature and seal Is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W E c-4 04 6 CM 0 CM0 C�/) r, 'L V i-, LL LU ce) -, U U_ Z 0 0) Z C% 0 2 C14 M du W t- .94 -J M �0: -J Z Z LL ILW 04 Z 8 Cl) iiiiiiiiiiiiis C-4 < 0 F- d 0 E3 El 171 Z CD C�- G 13 U) Ln, --f 2 i 0 a) CD 4- c,,, M U 0 g V) 04 C) E < -4 Z C`3 2� -J U- E -0 Z R 0 Co 0 80 Z E Q0 (D 0. E .0 , Z t M0 0 Z Z .0- W IT Z g0 2 C) Lo LO co 0 N LO Cr 0 0 N U) Co N 0 LO 0 U- 01) C:) a) ca 04 0 L0 00 C14 oo E 41 LO r- 00 CD 0 cc Z E 0 a M E ;.; 0 0 'a a- 0 -J < JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 r r EXTERIOR PLASTER ON FRAME- 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL H(JT. __T _7__w T.O.P. HDR. --- - - - - - - - R771 EXTERIOR PLASTER ON FRAME ,:Ioo 00 FLASHING F_' I - - - - - --- ?d-SH 2ND FIN. FL 7 7_� 1. T.O.M. J_ J__�" HDR. [71 F_ TEXTURED U CEMENTITIOUS FINISH ON CMU (TYP)— El El 1= L. El E:1 F- F 1E:1L]L]F7.___1E:1E:1 _ FIN FLR JQ I Q__J — — — — — — — — — — - - — — — - nn UL 00 FRONT ELEVATION - B SCALE: 1/4" = V-0" RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. Ci I— Ci 12 12 25-SH 14.0 4.�O [ _ _ — — — — — — — — - ------ ------------------------------------------------------------------------------------- ------- CJ1WEEP -------------------- -------------------------------------------------- ------------------------- ---------------- ---------- ;0 F- 25-SH 25-SH - - - - - - - - - I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- '4- - - - - - - - TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 3 RIGHT ELEVATION - B SCALE: 1/4" = V-0" 5J" DETAIL General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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. txterior uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, 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 C1 063 or C1 787, or as otherwise approved. (Refer to shoot SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"A" crown) staples @ 6" O.C. vertical ly/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives ' exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1 063 & ASTM C1 861. 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 manufacturet'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 C1 281, 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 CV3 C3. cc.,4, CD CJ cc Mo. C* CJ C141 00 % 0 S' Sj ATE: C' (",F 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th EcKbon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W I- �0 8) C14 01 0 W US LL 0) 0 "� 9 N 0 CWL L 13 Z Z .0 C, §1'�G co 131 09. W Z L L IL �1`:Z - 04 d 0 L0 Cl) Z 9 - X a Z 6 6 177 o Z W 'n r- 13 Ln .2 -7 4 - , U.3 WO V) V) fn-- C" U E 2 8 u cl� _J LL_ E '0 .1 0 cc 20 00 Z 8 E CO W .�= t =3 W, C C: CU gz� 50 1, Z 8 ZZ 8 W � Will! Ul _J 0 LO CID LO C:) 04 c" 0 LO CN < Cr 0 CL U) _J C`4 4-1 0 LO 4-1 0 LL Ce) -19 0 M 04 C:) (3) d LO 00 N oo 00 E r_ LO r�_ W co 0 Z cc Z E cc a. E 0 0 0 _J 'D M < a I 0 _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 r FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS I 12 5.01 OFF RIDGE -7 T J 1 r - F_ 7, J F I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —EXTERIOR PLASTER ON FRAME 25-SH 25-SH Ci 12 /—FLASHING 14.0 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �7 _T_ ---------------------- CXWEEP 35-SH F- R ... I ............. L ------------- 6068 SGID TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = V-0" V-10" RIDGE VENT 7- 7 '1 , 12 T J _T F 4% 5.01 --1 7 1 i i FIBEREGLASS SHINLGE INSTALLED F 7 _T �1 -T AS PER MANUFACTURER I -7- F _T SPECIFICATIONS F F r I F-- -7-- -F — -I— _T T _k y _F_ _F __F__ _T_ I 12 4.01 ------------ 01 Ci FLASHING 12 14.0 CJ/WEEP C --------------------------- ------ Ci ---------------------------------------------------------------- ------------------------------------------- 2'-0" 1H3-SH J FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txterior uovering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of oorrosion-resistent 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 C1 063 or C1 787, 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.xl-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 C1 063. 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 C1 063 & ASTM C1 861. 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 C1 281, 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 C, C" 30 > C%4 CL CC L-7 C� M C-,4 > - 4J > 7a (n E C14 CM, El! co Lt7: V�lj f(D "c' r t,i 0 7 cr Z S , ATE ST F R % % 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 stnictural engineering portions of the drawing pages bearing Engineers signature and seal. 04 M 00 C14 C14 6 ro- 0 @ — - d) * aj '* LL . 0- 32 & 0 Z t3 Z 50 0. 0 n . 0 ; M N 0 M -, W (Jo r- Z LOL 00 0 U) C14 Z 6 iE a Z cli CS 1--113 U W 0 C.-I E3 V) -0 (1) 6 1 u- 4-1 (—/3 U 0 V) LU V) C� E 8 0 eq 8, Cl> Z� 0 1 Z __J LL_ ce E 0 Z C)_ 8 E E Q 0, Z t ,Z 0 Z �J �Z .0 Z� Z M Z W ZZ 0 W C) 0 Z M 0 Mo 10 5 01 .0 C) 0 L0 CO Lr) C:) =3 C-14 cL 8 U') Cr U) c1q 0 LO 0 LL CV) _Ie U cu CIO 0 00 C14 a L0 00 N 00 00 LO 0 Z E 4_) (L E 0 0 M 0 1 0 _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 7W 3 4 > 4 3 > > 4 4 > 4, 5 4 5 4 4 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 smokelcarbon 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 GFCl 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 P��57_ DUPLEX CONVENIENCE OUTLET I A" DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 5i HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. %?4 FOUR-WAY SWITCH $13 RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE F77 kA HI -HAT - TO BE SURFACE MOUNTED ON J-BOX -0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [C-H] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE]CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD, HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH -6:9 41 ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (9�) (1) PHONE LINE, (1) DATA PORT 15OA/200A INDOOR 200 amp 150 amp UNDERGROUND Lill$ SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER NEMA 1 150 AMPI 200 AMP #14 to lights & outlets #12 to appliances and i #10 to WH #8 to Range #6 to HVAC 200=4/0 in 2" Conduit Bare Cu Ground NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- U.1 LU Z 0 - LU Uj 0 > _j im WID GFI L I ---- LANAT--iiiiiiiiiii 4. *> WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — AC PAD WP DISC. GFI DINING to 5-0" LIGHT AS PER SPECS PENDANT LIGHT PER SPECS GREAT RM 12 U.C. 0 ROUGH-lIN UTLET FOR OPT. FAN/LIGHT ITC SWITCH FOR OPT.CLG.FAN/ lL__j I I \LIGHT PRE-Wl RE DISPOSAL GFII KIT4 I C') U. 4:1 1 1 On: 3 FCH1 A f - I . 6 1 1 L 7 777a I a F- -I - - - - - - L -.Hrs;% �) I I ERM _HI I I I I I I . I ABI)V ,;D' --4 L I T I 171, 4F GFI @ 44" FOYER V W.H. A.F.F. Z Uj 0 Z L) u.;- G '41 X N 1 3� 0�11 I 10 I V % 11 1 I - A I cr D Z El I \K I T�. 0 D U- X, N� 0 )7MH U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: J14"i < 0 cr LIGHT AS PER SPECS LLI > LU GARAGE GAR AGE-@ N DOOR GFI -------------------------- IRRIGATION GFI 44" A. F.F. 1 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ------------------------------ COACH LIGHTS OR PREWIRE AS PER SPECS 6 ENTRY GFI 11 ALT 11 AC PAD L WP RECEPT. FOR ALARM SYSTEM PROVIDE PHONE CABLE AND OUTLET AT TECH CENTER--� GFI @ 44" A.F.F. L - - - - - - - - - - - - - - - O..BATH w - - - - - - - - - - - - I wic L I 6� I Ll- - - - I /7 )4 __% \1 3 4 4- AU 7 I MEL, 12 OPT.CLG.FAN/ LIGHT PRE -WIRE BEDROOM 3 OWNER'S SUITE "1 12 61 OPT.CLG.FAN/ LIGH T PRE -WIRE /OPT. CLG. FAN/ LIGHT PRE -WIRE C\ 2 BEDROOM 4 WIC OPT.CLG. FAN/ LIGHT PRE -WIRE 12 6, BEDROOM 2 1.5" VTR 311 \ff R 3" VTR 111, 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN ELEV B SCALE: Y4'l C2 C" C14 ja C= cr_ 2:- g li = cc 4.31 C'I �E G �Ilc r= LP E co cl`> C14I C:) 00 2 f M % % E - 4' r) o 75 Z c, 0 F -F To the best of the Engineers knowledge, information and belief, the structural plans and spedficirlions contained within these drawing ply with the 2020 Florida Building Code - Residlin!tiacll Edition. Enginel signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 cri 8 0 N N 6 IS? Ai co 0 0 :3 LO 0 (1) 1 r- -0 LL W LU N 0 (L to LL M LL. _j Z - -6;; � 0 0. - Z 2'4 0, to C'j W 8 W (n Z uj Z 2 - Z X: IL L a N < t- Z 0 71 1 W 7 43 _$ 0 V) L'j un 16 C4 1 Z U_ E al� 0 E E 0 0 0, 1� Z Z al Z 0. '0 Z E Z -0 o Z W Rt I �5 L 12 LO _j T M 0 L0 co Lo C) =1 Cill CL 8 LO N CL 0 t 1 0 LO %.l 4-1 LL 0 ca CIO 0 (n CD C14 100 d LO 00 N 00 00 T_ E r- 4� ce) C L0 0 Z M Z M E C) C r_ M E 0 M JOB NO: 23-02469 SCALE AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. 3 3 4 4 4 4 Lu CL 0 U) 4:12 \SLOPE 41:12/2 SLOPE uj a. 0 U) CN 4'-0" OFF RIDGE VENT 5:12 SLOPE 0 ZONE-3 ATTIC SPACE 1071 SQ. FT. Al z LU > 5 uj 5:12 SLOPE + 9 W CL 0 U) Lb uj 5:12 SLOPE �awmw4w= an� mJ 'ZONE-1 W I a- 0 ATTIC SPACE 97 SQ. FT. ATTIC VENTILATION CALCULATION-S,- B ATTIC VENTILATION REQUIRED 1/300 Rule UPPER VENTILATION PROVIDED] 1 /150 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) VentAmt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN ' of ventilation of vented IN. of of ventilation to vented be provided SQ IN of SQ IN of Ventilators (See Elev) required soffit ventilation Soffit by upper Ventilation Ventilation needed I required needed� ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 — --- 0.0 (Zone 1) 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 9.0 (Zone 2) 0.0 Upper Floor 1071 1028 147 514 37 257 1.0 273.0 (Zone 3) 138.0 135.0 **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 - ELEV B SCALE: Y4"=l'-O" C%j CP C%& Cn C14 cc C'4 ;e- cc 3C 03 cr- r= C14 C14 C-1 0, C, J., To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 9 04 -'8 2Q �5 ' 6_61 0 0) 5 G C? -4.1, L' U) r— r-- —0 U. uj N 0 CL uj LL U_ Z z �c cc Cq, W '0 �% C4 M uj , . 0 2 < I z ILM IL U) z z c') ('4 < 0 U) 0 C 01' 1 W < W ;z M 4--) M C/'� -2 - LLJ 0 LLJ ZD c) C_ Ix z 0i LL. g E 0 go E W E au t .0 z 'g W C18 V2 .0 U") M CO D 00—IN CN 00 Fn (N F— 0 LO 0 LL M .0 _)d CY) M C) (7) C-4 00 6 LO 00 04 oo 00 E LO 0 z E C) a M 0- E 0 0 1 0 —1 cc a JOB NO: 23-02469 SCALE : AS NOTED SHEEr 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 L . F— LU ED % co CONTROL JOINT DETAIL SCALE: 3/4" = V-10" r r L I #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **A Iternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" I C? F- (D �t 10 I � PLUMBING LINE To SECOND FLOOR co 50 00 io x 9 C) �10 0 z 0)0 1 0 04 LL >- 0 Ir Z 0 1.- 0 0 u- 9 ED 2'-0" x 2'-0" x 1 '-0" W/ (3) #5's E.W. I TYP. @ 2STORY S3 LO T��@ SINGLE STORY 9 M HB 25'-Olt 101-01, k 13-4- 7-4- ��2I Z-011 x 2'-0" x 1 1-011 .4 ) I I —W/ (3) #5's E.W. CL 2--Od . 1W-47 6'-8" 1 V) -A" 1 31-10" 51-2" [4'-8- �C PAJD -4" 0, I If ALT I I I AC PAD — — — — — — — — — — — — — — — — — — — — — — — — — — — — f I 1 2 TYP. @ PROVIDE: 1-1/2" RECESS 2STORY HVAC CHASE L===== J F DR SGI) DOOR. REFER BASED ON TO MASON'S SCOPE I F DR VVIC TH LOCATION INDICATES FILLED CELL Cf) CD W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 —C.j. REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT C� S� W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" Fb 0 F-71 Cn r — — — 210" 2--ii" 00 -1 I It V2" MIN. 3000 PSI CONC. S�AB FOR HERNANDO COUNTY ONLY ce) LO 3Y2" MIN. 2500 PSI CONC. §i�B OVER L J 6 MIL VISQUEEN VAPOR BARRIER C.j. 5'-3'. 0'-0" ELEV. FIN CONC. SLABi'i -j 1-010 It 3--0"x3'-0"x1'-0 2 x2'-O"xl'-O 10'-7 1/2" (0 W/ (3) #5 E.W. W/ (4) #5 E.W. # I W W I z Iqp W, 0 x L'N �i I W DOWN MIN. 101, 121 6'.4" i 0? TYP. @ 10 2STORY BUILDER TO PROVIDE APPLIANCE PROTECTION —TOP OF CONC./ WHEN REQUIRED PER FBC 1 0 RE-C S"S FOR FRT. DOOR --i i I PAVER TO BE 4" (3 V) PRO ADE 112"x 91/2" 1 BELOW FIN. FLR. 9-4' 91-4- x I A� 117 1 -41# CJ r 2-1 TYP. @ it ENTRY 2'-6"X2'-6"X1'-0"I W/ (3) #5 E.W. rj I I LIS '(2) #5 VERTiqALS C-4 W/IN FILLED S3 3; rN \..,S �3 U 3'-0"X5'-0"x1 --01- W/ #5 @ 8" O.0 0 E.W. 16'-8" 18t-8" 64" 25'-0" r 9 60 ,It 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 0 —Z U) 0 1 0 04 U- >- (.9 Er Z 0 P 0 0 LL FOUNDATION PLAN - ELEV B SCALE: Y4"=1'-0" C%j km= C=2 C" C%4 C= r— C', C-4 cc C= ca. Q=I C= 'AP E Cj- ca cle*> 00 2 Are> C:)o S 0 I Q 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 Flodda Building Code - Residential 7th Editor. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. W C4 04 04 Q (L Lu _j -L LL cc LL. —j 0 7S C M CT, lox C4 M Lu 0 w W z ILL 0 z Q C14 < W 0 v az U)V) 27 M 4-J (a cn Lij U 0 V) V) E 8 < c,' C=> CID z LA- E '0 C1 8 E CO t U3 (a C C: z A 0 zz W 2 U) U-) Co Lr) C) :3 C%q L0 ICY 0 0 U) M CN +-j 0 U') 0 4-1 0 LL C11) .0 cr) LO 00 N oo 00 E C LO W 0 z M z 0 E U) 2 E Z (L 0 -j 2 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 i 'A TYP. @ LOW ROOA� 0 -Is, C14 V 0 0 04 Ac> TYP. @ CORNERS CJ2G CJ2G D2 2 C Cj J4G Axlz CJ4G D2 r7 LL 2S J� 2S �1� z— F— —_ TYP. U.NO. i -T TYP FL2 ILI 1—(CENTERED) EACH SIDE W/ USP TRAPS U_ OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. < TYP. U.N.0 . - - - - - - - - - - - - - - - - - - - - - A (2) G 1171 1 11 39 imp all I IMIM 1111111111111!A I EmmmmL-.m i lot TYP. 1A U.N.OAL! TyP. @ f A SINGLE —a STORY t S3 00 _j U_ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft WIND SPEED (ULTIMAT -E) 14" MPH WIND SPEED (ALLOWABLE) loi4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft HIP -35.94 1 -49.57 -49.57 -49.57 2n 10 -38.22 1 -38.22 E60.99 -60.99 -60.99 t78,58 j G) 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: (D T SHINGLE: 3/16" EXP. 1 e%) or %2" EXP. 1 (3�116) /16) I!LL 1%2" EXP. 1 M G NOTE: 1 - PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED WITH ASTM F1 667 RSRS-03 1 Od (21/2" x 0.131") NAILS OR ASTM F1 667 RSRS-04 (3" x. 120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (110) 1 Old NAILS AT BASE & SIMPSON 2x BLOCKING SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WAL STUD) SHEATHING ATTA<CHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16' O.C. ALONG W/ SIMPSON MTS1 2 w/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWO CID FLOORING _71'* I _j LOW ROOF TRUSS W/ --/(2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD I A Cl nnD %A/Al I / SEE PLAN i S6 1*_� TYP. U.NO. --�JA @ 24" O.C. MIN, (2) STRAPS BLOCKING EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTJON @ BUMP_0UT,,( �39 SCALE: 3/4"=V-0" k I UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPIF SYP SPF A META12 1420 9 - 10d x 1 1/2" H720 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 - 1 Od 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 - 1 Od x 1 112"& 8-1 Od 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) 1 Odxl -1 /2" HTT5 5795 5/8' ANCH. /(26) 1 Old x1 -1 /2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4"x 3"SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X21/2"SDSWOOD 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 203513400 --- (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 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" 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 501 0-F wl (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 22-10dx(1)5/8"ATRw/12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & 0 4) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F w/ (32) 16D SINKERS & BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-1 Od x 1 1/Y_�� HHCP2 680 570 (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 RECI'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" I OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") FASTEN EACH tri) I RUSS WEB 10 EACH kAj TRUSS 101- CHORD Ew EVERY IN I ERSECTING 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. 1 28"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4"=1'-O" C= C1%j cn C6 cx: =. L-_ C= cc L..) LA_ 0- C= E CU cup cc Cz E cl�l C'4 2 M. o o the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and Seat 13 only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W C-4 cq) Lo CS D 46 L� 0 0 CCOO LL t- r! al LU C1130) z 2 (D 4 2 2 01 1%, t -E C, G M 2' _- ;; ne - un63 co 0 W 0 z 5 z 0 0 7 W < ;7 U) v) '-. C1 a) 4-.j LL U 0 LU V) V) C) 4i Lu I < 0 CN cl� __j U_ PE E 0 E y 8 E 5? 0 Wx 00 05 z CID t 2", .0 = ro -.J z C .2 C) LO tM Co Lr) C) 04 ul < cr o 0 U) Cq +.a 0 LO 41P_j 0 LL CO CU CD M 04 U) 00 CN 00 00 E LO ce) 6 z M z E 0 M E 0 78 JOB NO: 23-02469 SCALE : AS NOTED SHEEr NO. 6.1 IL r 4 r I 0(2)- TYP. @ HIP CORNERS F------------------- 7 TYP.&I ?4 TyP. U.N.O. L------------------------------------ J ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft OND SPEED (ULTIMATE) 140.0 MPH 4ND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE SQ FEET) I(-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2-T 3 3e 3, 10 HIP -35.94 -49.57 -49.57 -49.57 - rGABLE -38.22 -38.22 1 -60.99 1 -60.99 60.99 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 CY1,$) or 1%2" EXP. 1 03�16) DLE� 1%2" EXP. 1 OY16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"x 0.113'1 NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d 121/2"xO 131"N NAILS ORASTM F1667 RSRS-0413"x 120"'NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12:12] az4ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPIF A META12 1 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" I 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 - 1 Od x 1 1/2" RT1 6A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS 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) 1 Od x1-1/2 K HD3B 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT RIL 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 - IF 4940 3555 w/ (16) 1/4" x 3" SDS WOODSCREWSAND 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 3 112" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 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 501 0-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAMEJ U MGT 3965 3330 22 -1 Od x (1) 518"ATR w/ 12" EMBED w/ SIMPSON"SET" EPDXY MUGT15 4175 22 -1 Od x (1) 518" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F WfTT2YTM_9WKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F w/ (32) 161) SINKERS & (10) 1/4"x 3"WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 124 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 6F5 12 - 10d SPT24 1090 1 -10d HCP2 .9;qn .1; S.5; 12-1 Od x 1 1/2" 1 HHCP2 1 680 570 1 (20)1 Od x 1-1 /2" MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 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 (+/- IT') 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 ri 1 /02F STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9 (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 i?J_NyTCfflTFR t SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" CW2 C*4 C=2 C%j Cn Cu cc g C-D CL. th CN C" C2 tj �: cc 3. CD Co E CR C-1) C14 C> C%j C0 CM, C-) C> 0 "0' .. C, E 0:0 2- .0 J I., xr- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E . A 8 C", N 04 6 00 46 1, -e - 5 U.) C? , U. 05 LL Lu , C', 0 r j IL Lu 0, M LL z 0 0 z Co r C� 0) in Lu 10: W Z Ili 6 L0 z L ILW z LLJ N < z W z ;z C) < U) 4-1 Uj 0 V) < z cl� It Z E z -0 -1 zo 0 t-z CL zo U0 8 E M t C41 z (U MW z MO cl� C .9 C) LA . LO _j 0 LO co U-) C) 04 CL U') 8 CN z _j U) 9 00 CN F- 0 L0 LL 0 Co -14 0 co ce) C) CY) co 04 0 0000 Q E oo LO 0 z M z i6 E CD 0 M E 10 0 < JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.2 3 3 r 4, 4 4 GENERAL INSTALLATION N TES 1. Provide full mortar head and bed joints. 2. Shore filled iinteis as required. 1 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 L11 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 load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS INI RWA KWIM M M 8F44 1B/1T8F40 1B/1T 8RF40 0811T 81732 1B/1T (a (B 8 \Z7 "A 8 FORM & GROUT SOLID 9 .0 #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE - N.T.57 N E E 5'-4 8'-8" LL 4'-6" LL I T I't UtjIUNA I IUN REBAR N IN. AT TOP (1) RECI'D ALTERNATE POWERS IF = FILLED WITH GROUT / U = UNFILLED -1 12 EAR STEEL LINTEL Ij :] R RECESSED QTY. OF #5 A F -REBA @ BOTTOM OF LINTEL CAVITY 4 .4*--C.M.U. #5 REBAR AT TOP 0 4 MIN. (1) RECI'D_ 1-1/2" CLEAR 7 M ?3F16- B/1T 4'-6" LL 4 60 2 A 4 -GROUT *\-C.M.U. t NOMINAL QUANTITY OF -#5 REBAR AT WIDTH #5 REBAR AT 0 0 BOTTOM OF U" 3'-8" ILL TOP LINTEL CAVITY 'W NOMINAL- 0 'W* -BOTTOM Lu X� X 0 Q HEIGHT REINFOR-1- �Z 7-5/8"ACTUAL LPROVIDED IN -0 8" NOMINAL WIDTH , LINTEL b�4 --#5 REBAR AT BOTTOM 'Z� (VARIES) N cuc, 2 AS INDICATED MATERIALS rTc-p-ffi=casnteIs = 3500 pal. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psl wl 4. maximum 3/8"aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum not area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth, One #5 Bar required at top see lintel plaritcletalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION M IN. (�) 17'-4" LL 9'-0" LL LINTEL PLAN - ELEV B SCALE: Y4"=1'-0" cm Cn or_ C= M 'n CN 'n C= Cc cu E CD Li r 0.. v ri tj To the best of the Engineers knowledge, Information and belief, a structure plans and s ics ons conta ne r in ese drawings comply with the 2020 Fiords Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W E Coll C, . 8 C' Or) 9 c4 r, - Lo 0 :9 $ :1 0 (0 IZ V u!' uj C"! 0 u- a. 9 U_ - '6- 0 10 Z r - -T cc := 0 = W 0 Z oo 0 Z L ILW uj e.) 0 04 6) Z 0 V < E3 Nib P 4-J u�, Llj 0 (A 8 agoE cl� < _j LL_ E >. 14 0 E o vo Q, Z co t z z C: C: o. o rr Z w 2-, 12 Z17 wt z T �z �w o 'w o� 6- �� C:) L0 0 4i 0 L0 M Lr) 0 N CL LO -6 8 CN CL w A CN CO LO ILL. 0 �d U CY) M 0 0) co 04 100 C) LO 00 04 00 00 V) 0 Z Z E C) u) C E 0 ca JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 01 E3 LLJ M Jr L0 S Cq C14 -3t: I" !R E 9 43 E 0 LZ LZ 2i 0 00 U-1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 PCIF 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. IIST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2X4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2,3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Py = 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+P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WI RE FABRIC (WWF): ASTM A-1 85 / A 185M-1 4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2- 1 y2" Y4 " CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-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 11"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI[TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'SBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 JERMITE 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 provide . The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1 �4' away from the building side walls. 3. Irrigation/s grinkler,sytems includin aall risers and -0" of the building side wall. spray hea s shall n t be installed w hin 1' 4. FBF-R R�11 8.7- To provide for inspection for termite infestation, between we I 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 De 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 befdre vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cincretxeteonverpour and mortar along the foundation perimeter ) ree 0 must be removed be o r soil 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 mu% be install,?d after oonstruction is complete, including landscaping and irrigation. Any soi 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 comcliance must be issued to the buildindepartment b , a licensed pest control company efore a certificate of occupancy will a issued. T�e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the buildingl This includes all grade stakes, tub trap boxes, forms, shoring or other ce ulose 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 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 1Y8.. 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 3/8". 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, cm CS CU C..) cm >< cc C14 W :2. E 8 L) 3t CL) .!2 c: r= CD U M, 04 C�- C14 _0 o 0 C) F r % Q 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 Cn 04 10 N Cb 0 r-- 1- u, Uj Lu (L U_ (a LL OZ 0 0 co C E = M M Lu W z co Ci 0 03 U) z X IL IL 04 < co 0 60 000 z W 0 !�2 iZ_ CX_ Cz LL� Uj U 0 LU V) U C) cl: C:, z z Cd E z 0 < z? < , 14 C�� 0 E u za W � 03- cl, CL E U 0 8 z t C40 m "o z _5 8 z < 07 W 0 J?z 0 2 C) Lo M co C:) 0L C-14 o U*) Cr 0 N U) 04 0 LO L) co 0) (0 M 04 o LO 00 04 00 E CO) U 6 M z E E 4i 0 M 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1-0 M Ch ? PO CN 8 E E CL -81 -9 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 51-011 0 0 0 STUB -OUT FOR 11-010 9 5 GAS METER 0 0 9 z - - - - - - - - - - - - Ir - - - - - - - - - - ---- V- --Sr - - - - - - - - - - MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. T.5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10- @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-3" (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 1-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12- @ 24" O.C. 151-411 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check _f local building code for appropriate z details in One 1 Od box areas=20 of high 64 or--20 sinker lateral load. nail each side at bearing. __ 1__�) Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I IRA 'A" 11 171ril nAilq ;it A" n t- Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table bel ow) D (see table below) )t DO NOT cut, notch or drill flanges 77"S FILL CELL--\ STD. 90* HOOK BOND BEAM U) STD. 900 CONT. #5 UJ CONT. #5 HOOK BAR BAR ____\ =---. 1:7 #5 CONT. FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D J1,dJ*_,5", �,SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW ;4_�FOR BLOCKINGITJI —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 0 INT. BRIG. WALL N.T.S. 1/8" min. 2" Small gap min- 2" max. 4" max. W eb Stiffener Fastener Schedule —joist --Bearina ocation V I Series- Depft__Encl intermed—iate A 9-1/2" 2-8d 2-8d BC15000se 11 7/8"' 2-8d 3-8d 1�47"O_ 2-8d d Clinch nails 9-1/2" 1 2-8d 2-8d when BCI 6000st" 11 -7/8" � 2-8d 3-8d possible BC16500so _14" 1 2-8d 5-8d V 16" __ 2-8 d 6�k_ 11 -T/�8"2_8§dd 3-8d ---- 14:: . _-_ -8d__ 2-8d 5 BCI 60s8 _�k_ 2 d 6 8� Tight fit ------- _8 d 16 11-7/ "1 3-16d 3 16d 2x4/Plywood/OSB web stiffener 2" min. 'o 190 14:: 5_116�jd 5�16cl 4" max. So 1 d 6 required when indicated or 6-16d 16 J16d - Hangers writh side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. r=jjo�- A ly2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN -DO NOT CUT HOLES LARGER THAN 1)/2" ROUND IN CANTILEVERS. ff =TM=zM F" Elm rw gam �m RM rM 9?7i;3 0-IMM [IM X'aft, �=7�wzm ; �rlMW,", 5RM 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1X" 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. 1-When joists meet over wall, provide 13/4" minimum bearing for each. SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 19144 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. .,Install fight to top flange. Joist hanger I Filler block. Nail with 10-10d nails. k required where top mount hanger load exceeds 250 lbs, Install tight to top flange. 1/4%2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height p or. re' dc he fel requirements 0 1 ( X Joist 0.6 depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' SEE PLAN FOR--' 7� FOUNDATION INFO 4' STEM FOUNDATION GRADE `A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS 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 H 1 OA (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x `1 1/2" NAILS UPLIFT= 1015# X 1 1/2' D15# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 010C 11=71r%Al 711_1101 I CKIrlt PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUM PENETRATION BING LINE TOP (2) #5's x 4'-O"-\ A L A 4 ;2� SEE FND. PLN, SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fl- 4 44 4 A A A 4 SEE FND. PLN. SIZE & REINF. C= C1%-J C" .2 04 -%= C) E C3 ci 00 IN P'. 75, 0 F A, r) ":efC, A�- To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E c4 81 8 (0 0 U. Lu lu N C) 0�. M .t it C _J a. 2 CQ u- z n; 0 Z A W iz 'r� 01, �: W . . 1 zw & 0 0 z 0 LL N C3 00 z < V) C!) 01 (1) 4-J C-n LU 0 V) I- E < 5� W 1 U_ g E 0 14 E '1� W U 0 E z it 0 Wa W7 0. !� ','� .. .0 �z zo 0 Mill! C .2 C) 12 a) > V) 0 M co Lo C:) CN LO 8 CN U) *-0 0 L0 4-d U_ 0 r*-. (y) -lid L) ce) .0 M to 1%%- CN .0 C0 0 L0 00 04 00 (0 CY) C LI) 0 M z cc E CD U) 42) M C M 0 JOB NO 23-02469 SCALE AS NOTED SHEET NO. SN 1 LLJ I PO M LZ LLJ W Xz c" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17FTY-P) VARIES 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL_j NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 10'-0" (R302.1 1) �FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF - - ----- ,PRE ENGINEERED WOOD APPLICABLE, TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & �HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6x 6 W1 4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER A SHINGLE ROOF, SHINGLES TO . BE IN ACCORDANCE w/ ASTM WHt- D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN M_ I I ACCORDANCE w/ TABLE L��ILt��j R905.2.6.1, FLORIDA BUILDING Jill CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT iIi"" GG ELEV. VARIESAf-1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � q--A -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'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 WALLBOARDn 41 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4=1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 2� 00 Ire) 6 MIL VA OR BARRIER 4 COMP. SOIL. (COMPACTED TO 95% ME* MODIFIED PROCTOR ASTM D1 557) 3" MIN. CLR. (2) #5 REBAR CONT . ON 3" CHAIRS TYP. 11'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = V-0" ��3� OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB _14" O.H.D. RECESS PAVERS� L 4" 0? SEE AIS3 OR J/S6 FOR REINF. INFO. _3" MIN, CLEARANCE 1- (1 STOR V-8" (11 STORY w/ DEPRESSED SLAB OPT.) 1- 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT-. GARAGE DEPTH VARIES I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" W 5/8"OR 1/2" HIGH STRENGTH ---- '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH '--TRUSS 130TTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS ..x S.P.F. (OR EOUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ Ox S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HOAl2ONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0- (13302.11) 7`0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (13302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"02" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 518"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12' O.C. @ FIELD IMPSON SP1 wl (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8" x 10" "J" BOLT @ 24" 0 - C i W/ IF NOTED, THIS REFERS TO THE 2"00/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'_0" OIL (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. 4-3 1 z 3 1/2" M IN. 3 1/2" M IN. A.F g�� I 1 3; If I - . . . . A t I I U_ . v - - I , Air L L__ - J L z /�i ) . i .. �� 1/2"(min')- 4" b 2� . . . 1/2"(min.) 4" C141 - ;0 00 LU LLIL LU. 0 31/2"(min.)_-4: �(3112 on..)., 4". (2) #5 CONT, (2) #5 CONT. '-A 41' 8" U.N.O. MIN. U.N.O. MIN B� TYPICAL BEARING WALL (a) STEP I@ SHEARWALL rc`�)I TYPICAL BEARING WALL @ STEP K`CC �v "SHEAR WALL" SCALE: 3/4"=V-0" \,, S3 �) SCALE: 3/4"=:1'-0" �, S3 60 10 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. /1� 2x S.P.F. S 1; 1 11 O.C. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C 4 =: ==;I 2x STUD LUAU t5tAKINU Uh _� - 1�1 INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C M U FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING F 1"x PT S TUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.1 1) 7 #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 2K SEE CC/S3 OR C14 If LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL - SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. N, 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 (IF NO UP LIFT ON WALL SEE GG/S3) 5/811 x 611 EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20- MIN. LAP (24- MIN. LAP) #5 REINFORCING x x SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10) 1 Od NAILS & SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR x _j x BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 j:4 TYP. --2x P.T. PLATE -1 PER MFR INSTRUCTIONS "�'-#3 IX END OF 2" x PLATE WWF OR FIBERMESH ASSUMED FINISHED C� E I OR #4 REINFORCING BAR X LLJ 1 0 t - C, �GRADE P to #3 & #4 LAP SPLICE GRADE 40 MIN. 40k I x =i CL MONO OR STEMWALL A . 6 - FINISH GRADE 60 25" MIN. LAP [30' MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] (n 9 FOOTING MONO SHOWN go FIE I zi LU U.1 A FOR CLARITY 6 MIL VAPOR BAR RM I> I I 7� 367� 0� 4� R 17/8" (n #5 REINFORCING BAR x x #5 LAP SPLICE '1- 1) 4; r, t' n K I T NOTE: *FOR BEARING WALL C14 COMP. SOIL. (COMPACTED TO D 1557) W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM am FTS !V7 4" 1'4'�� FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �, �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--, GRADE - ni- I ffil=11 .4 P_� �ffijrl 7_1 �11 I �j I I NJ I q 111 1 N_-V) #5 REBAR w/ OPT. :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS 4 C? 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8"(2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0101, CONT. BEAD SEALANT INTERIOR 4. -3 1/2" CONCRETE NAILS W 1 1/211 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,-,- 6MIL )R BARRIE, 36' MIN. LAP [36' MIN. LAP] ON 3" CHAIRS E__ - = IX x x /,X Y_A/ .17-% 1 10" (TYP.) 8" V-4" 811 ...... .... . '----#6 REINFORCING BAR ------- #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G� SCALE: N.T.S. 1�. N"13� SCALE: 3/4"=V-0" EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 4 4 SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN A A ;0 A M (2) HTS20 FORSTRUCTURAL 4v 7 BEAM SIZE & C'4 4 CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ r MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. J C0 0 Uj SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE 25 Uj W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" 2X STUDS@ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR �j w/ 1/4"x3"TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �-11/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD 0 CONT. FOOTING STEEL-\ ON FLOOR PLAN cf) LU - SIZE VARIES PER PLAN CONT. BEAD SEALANT Cr d i w/ MIN. (2) #5 VERTICALS GRAQE j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 LU SIZE AND REINFORCEMENT) 0 L-U, = WWF OR FIBERMESH 1-11 K D I-_ LU 0 U.1 0 -A _j I Uj Luau CLnu LU 3 141' 14" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" ��S 3 0'-0" FIN. FLR.jk DMUKI-AvERS or OLMD rc:r% COMMUNITY SPECS 00 U_ y U) Ix ""�FOOTING2 ;� 0 PAD REINFORCEMENT-/ 3" MIN. CLEARANCE .4, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH TM ------ CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING D12� PATIO COLUMN FTG. DETAIL (*N� SCALE: 314"= V-0" SCALE: N.T.S. �3 CrIj cl-i C= CIJ 04 ce- C3 M cl- M C= C-4 W W CD CLe vo -ci -92 E ce). C14 C=) C14 �8 - .14 C-1. L c ',7 7� Ct7 13 T 1. 7 E 0_11F % 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 W a E 11 C-, 'D 0 7 u. Le UI - Lu C14 0 U. (L 'ZD LL z 13 :0, M 0, i E,� G MI__ W3 Co Lu � W W Z 00 "� 0 CN L & IL r- z 0 1 , Z C14 Cl) < 0 U '0 z 7 W 0 < C, M dZ 4-J CZ U 0 U_j V) CI- U) L'i Q) < CC H E < IV 00 E3 E z C: 80 Z Cl> C) LO _j qt 4i LO M LO C) :3 N CL LO 0 LO LL CY) U Cal C11) cr) 04 d LO 00 C14 00 E 00 LO M z E C) a E 0 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) UJI M 2 CN ? S E 0 Ca '9 C�4 00 0 C14 LU (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER /////--SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ M I D FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK I " 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 PIE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL " 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ----(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" I\-- VAIRIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + =,--,POINT EVERY OT HER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED + SINGLE 2x CONT. BASE A PLATE W/ (2) 16d TO 555 TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING -' �; - r_- 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 UIL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. �CE OF BLOCK WALL IS 2 1/4 5 GL TO DRAIN EXTERIOR WALL WALL CLEAN —OUT A SCALE: N.T.S. �4 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW ( �B MASONRYLAYOUT rD � �4 SCALE: N.T.S. 1\ �4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 011RUE1111 11 I NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO BLOCK WALL ABOVE. 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK Z4 POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 101, 0 all+ 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) I Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rop iARAGE 0OR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K*��K SCALE: N.T.S. , �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1-41 (1) (2) (1) 2) (1) LSTA30 4' -9. (2) (3) (2) (2) (1) LSTA30 T-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT NOT REQUIRED @ BEARING WALLS NOTED OVER TOP PLATE ** HOLD DOWN CONNECTIONS WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED I @ 12" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED I @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN t/000 INTERIOR HEADER: �4 \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '�--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL (*"Q SCALE: N.T.S. 12 (TYP.) SEE ELEV. I 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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING W/ 2-16d TOE NAILS (a EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" LOCKING UJI O/C FIELD 2x TOP PLAT E-/ 2X4 PT STUDS @ 16" O.C. _HIP 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" I -A j NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAINSPAN O.C. MAX, ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 2x P.T. PLATE EQUAL @ 12" O.C. I MOISTURE BARRIER ROOFTRUSS SEE A/S3 FOR \ STAGGERED FROM BOT. UPLIFT CONNECTOR I REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3- O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED NA Spi 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d 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. �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP2 SIMPSON SP4 SP4 SP2 I - r_� \x 2X STUDS @ 24" O.C.. -5/8'�X`10" "J" BOLT @ 24- O.C. MAX. MIN. (2) PER BOTTOM PLATE /-2X P.T. SECTION J4 PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS S IMPSON Spi SIMPSC RECESS /SIMPSON SP4 SP4 LINTEL - SIMPSON SP2 -NAILED INTO TRANSOM FRAMING S IMPSON Spi SIMPSON SP4 SIMPSON SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/�j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8' PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIEDA.T.R. t & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�TE \-5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 7-0" O.C. MASONRY WALL 1 Old NAILS@ 4 - 10d NAILS @ 6" O.C. Q STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE I I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) / 0 0 TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" LPLYWOOD O/C BOUNDARIES 6" O/C EDGES 10 t E SHEATHING & 8" O/C FIELD '\ �4 I 9 SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING a SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 5/8"X1 0" J-BOLTS @ 24" O.C. a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. S4 C%4 M L� Ctcc C= M) C14 V) C= eq C._j 2 =_ E lx= 0-5 1"� E M C-1,31 co "c 0 ST S A; OF P, , - - -, , To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 'cr E 8 C) r-- C') 8 C-, Lo � 0 R 0 - Lu 1* .4 j3 C'j 0 - _- '. - 0- - '7� 1 W M LL U_ _j z 0 M "; 0 iM8 L, C� M ui I - < z T r L;u 0 U) Z� 0 z 0 iW Cl) 6 < 171 z W CD Co C) V C, M -g C!) 4-J M W 0 Ln LU V) ro E l5 .I 0 ass 0! __j U_ g E E 0 0 so U C', E31 E 5", Su 0 , a� " < z z C: " jj 0 Z z Mi , �s 10 8 z zo W co �0 0 �t n 2 C) In >� LO 0 M 0 U') CO LO 0 CN 0. LO CT . -6 0 0 U) .2 Co 4-0 0 L0 4-J 0 LL C) CN co C) U) 00 04 00 00 E LO r- CD ce) 0 z E 0 E 0 Z < 0 . C _j JOB NO: 23-02469 SCALE AS NOTED SHEET NO. S4 :34 M E 9 CL 0- C'4 Go 83- 18. (19 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK-G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL wt (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 4,KIKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT S@41*± 8 _O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT S IM PSON H2.5A w/ (10) 8d 2x8 P.T. GAB ETRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTAC H ED W/ 1 Od GYPSUM WALL B�ARD GABLETRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS �7 w/ 10d NAILS @ 6" O.C. I 14L THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD FRI 1 INTO 2 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHINGi DETAIL 2"x4" CROSS BRACE-\ APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od A PR X. & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN I*, ,, TOE NAILS @ EA. END GABLE IS 4'-1 " OR 11 N, 11 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/1 6" @ 48" O/C FOR THE (2) 16d ,,,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF /* NAI ILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING @ . . 48" O.C. FOR CKING 2x4 "T" ON T6P OF PANEL BLOCKING-:S, 74" P.T. SILL - NOTCH 1" BRACE HERE FASTENWITH 10dx3" @4"O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O C 2x BLO @ 48" O.C. INSTALLED PER MANUF. . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO 011 BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6`_ INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" 70.C. P " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" 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" 0 PLATE WASHER S I M PSON M ETA1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4' STRAP MISSED VERTICAL SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" TRUSS VERTICAL WEB (24,, GABLE WEB SECTION- r2 'x2 1/4" I Od NAILS & (4) 1/4' SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING to go NOTES AND NAILING 1 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 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE AILS (2) 16d N 2X4 BLOCKING @ 24" (D = 0.148', L = 3") OR EQUAL (D = 0.207', L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEAROG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4" =v_o-, r8 SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT piff, Uk "ALqk1Td:2 A KL&I CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131 NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0_�� SCALE: N.T.S. �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,,,,, —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2 '7 BL KI 2x4 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.0 TYPICAL TTF1_ .1 W 4L GABLE TRUSS WEB -J SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCK[ NG @ 48" O/C CEEPE!T G BLE TRUSS _:ttl TRUSS VERTICAL 7-- P��q T SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) TV I=r.1 FASTENED WITH (3 STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION K' 4� SECTION SCISSOR GABLE #171 BRACE@ SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 1-,, �5 AS PER HIB 91 SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EPqES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR �,:__CONNECTION 2X4 "T" ON TOP OF PANEL-j BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1003" @ 4" O/C (2) 12d TOENAILS SECTION SCALE: N.T.S. 1\15� MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 1" BRACE W1 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA 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 24" O/C (TYP) TOE NAILS AT EACH END @ A N W/( x 'AT EACH CONN. @ 24" 0/ I\-MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO 9(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"XIS" (U.N.O.) 1" BRACE 24" 0-0" - 31-011 T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' FULL HEIGHT @ DIAPHRAGM BLOCKING I NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS XY SDS SCREWS SCREWS TO TRUSS & (4) 1/4 TO PLATES (TYP.) �_STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3t4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0 W CORNER JACK L) LU z cc 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX '-X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L M NOTE: /-TOP 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 @ 4-4- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= Cn cu C..a _= >< ff C= cu CD CP W CU E 00 0 C o 0 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. (0 E Coll C-, 0 u, u, No 1 0- W W r6 si a LL 2 z W 0 0. 0 0 < 9 W (0 z GO 0 0 Lu Ln z U ! CN to z < C3 =3 W CL- a 0 4-J cc 0 g Ul V) kin= E 8 C__ 00 -PP cl� C13 us < __j LA_ E 0 EE u C, 2 zo rd C, 0 z CL 23 E <D ru X8 0� " . 0 0� L �7� z t 7F r- .8 z H -5 �z W 8 C6 8- �8 �z .. �L M .0 off t2 Ir? OL W:j .0 C) L0 0 co ca LO co Lo 0 01. 0 LO Cr 0 U) 9 _j 4-0 0 LO 4-1 0 LL C11) (0 .0 -lid L) co Co 04 C:) -0 M a L0 < 00 00 E L0 00 CY) 0 z E (_-) E LD 'a 2 -�-; 0 0 _j M JOB NO: 23-02469 SCALE AS NOTED SHEET NO. S5 1 F3 M W) LO 01 LO C14 c-4 E E 07 0 q,� LZ f is 8. 04 C*4 C*4 oo >1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB ATTACH 2x STUDS ----- DOUBLE 2x S.P.F. TOP PLATE TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Old @ 6" 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 OSIB (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 SHALL071 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU* AREAS, FLOOR SYSTE ER PLAN ,.:::, 7// "\ A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN__, ------ NOTE: LAP SHE TOM OF BAND JOIST TYPICAL ATHING TO BOT 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 71 1 G :0 'P, A E ;LU CV) \'A Ail A- :4 6X6 W1.4XW1A WWF OR FIBERM SH .4 M S.- :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24' D.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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 U'j 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 9-01— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. L'. INSULATION PER CHART ON FLOOR PLAN rB--"Y �R �S 6� ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/11#5 ROD CONT. FILLED SOLID W/GROUT FINISH -ARCHITECTURAL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LIJ 0 4"X4" INSPECTION PORT AT = EACH FILL CELL TYPICAL LU (n AT GARAGE CONTRACTOR CL TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE NISH GRADE \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" M I 411 N.CLEARANCE TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3A"=1'-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER kTE 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. 1 "T" CORNER TYPICAL 'IT" AND CORNER CALE: N.T.S. DETAILS rN S � �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING --\ ED WALL SHEATHING 5z ,TATTACH TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E S6 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR T RUSS 0? ;w_ SEE FRAMING ---WEEP SCREED .1 .. 99 .. PLAN INSTALLED PER MANUF. ;�_ M \\-SIMPSON 2"X4" CROSS BRACE @ 48" HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA, BLOCKING& MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION � �R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 "' ^ ^ 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS' ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED U a INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S 6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY e%'01%k lk 1 1 A It R BP%-" A 2 A^^ SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS SCALE: 1 1/2"=V-0" DETAIL (FLOOR TRUS �6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1Q" GYP. W.B. MIN. @ I V_ -!!5. GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" - (R302.1 1) EMBEDMENT @ 24" O.C. W/ EXCEEDING 10'-0' SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN, SHEAR 3500#. MIN. 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 2X P.T. PLATE 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) A- A 4�. W-4 . 4 , .. . IV r_�(3)#5CONT.ONT' T1;"1114F4FL7* CHAIR W/ 3" MIN. 8" 1'-8" 811 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION _rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB AX EXPOSURE1 SHEATHING PROVIDE BLOCKING AS J'F REQUIRED PER SECTION X-X IF W _j NOT FULL HEIGHT SIHEET- -il — IL L A G FLOOR SYST (2)- 2.X TOP PLATE BEYOND TF T —1 15/32" OSS EXPOSURE 1 L SHEATHING LU SOLID 2x IV BLOCKING 2 ALL nc SHEATHING 0 W ED (SEE OPENING 11L C)&_ AV _j . SEGE CTISON X-X) _j LL OU, X JL !9 X E 2x STUDS 111 Ffl IF-1 111 11 11 I�j_ BEYOND. SEE PLAN 111111 11 IN 11 11 1 0 0 -ill Lil LI liL J_ -1 _11— E \-2x4 P.T. BASE \___0jHORIZONTAL PLATE BEYOND 2x RIBBON OR-' VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I ri r%IA'rl^kl MIA^MARA 3/8" "S"- NAIL SPACING S 314'� 12" i2f� SINGLE NAIL EDGE SPACING DOUI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16 FILITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFATICA] R1 QUIWa SECTION X-X 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) S 1/2" S 1/2" NAIL EDGE SPACING S 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- D.C. wl 8d COMMON NAIL r Z u. 2: @ NAIL OPENING PERIMETER w/ (2) ROWS (4) 4" O.C. wl 8d COMMON NAIL. 0 8 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. wl 8d COMMON NAIL LL 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C' Ow 0, 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 U) Co j 2 @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z n Uu 0 0 MEMBER IF GABLE END = 0: co LL NOTE: C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHI NG MUST BE MI N. 131 X 2 1/2 $ DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY EXCEEDING 10'-0" (R302.1 1) @ INTERVALS NOT 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 W1.4xW 4 WWF OR FIBERMESH A -4 A =1 I IEEI I M Cl) 4- A I I�El 15 1 —I I 1=1 I IM I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1-4 (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (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 ASTIM 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/ (110) 1 Od NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE ;0 FINISH GRADE 0? �E — ;m_ E? g —1 1 :11 IT- r (3) # 5 REBAR ON 3" CHAIR 4" 11-81' W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 C%j CD CY) := LU CD co >< — L2 cc = C14 =_ E tu tj 3: 3: tj a, CL) = .- '& -= E C14 C> C14 00 C> J, No 0 F �4j s:�( "�4 6 To the best of the Engineefs 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 ongineeflng portions of the drawing pages bearing Engineer's signature and seal. vj W 11- 4 5 62 i 0 CWo in 'Z N Cl LU 2-5i -9 U. U - v; 0 Z a 0 c M C� Z co L) ul LL M L C14 M a < z W 0 V) u- 4-J LU Q) 0 9 V) L_U cil- *� < , E0 r= U §8 WM CL E 00 0 05 z t 0 U.') 0< H lox z .j 0 .7 W ca �0 -x .2 C) La :� LO T M a L_ L0 (U Lo C) CN CL 0 L0 C114 0 -6 .2 M 0 L0 4-0 0 ILL r-1 Ce) (0 M 04 C) 0) r%.. -0 LO T 00 CN 00 E L0 z M z E C) a- E L) I C _j JOB NO 23-02469 SCALE AS NOTED SHEET NO. S6 (MONO) T LO C14 Cr C14 E $14 00 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11- JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUEDP NAILED TO LANDING BLOCKING D 2x4 PT NOTCH---,, D -.--2x8 BLO INTO STRINGER 6H CKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE-.T"=V-0�' 74 THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS-,,,,z 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON P AND 1/2" GAP TOP AND MTS1 2 w/ (14) 1 Od x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x DTFT S�P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 't2X8 SYP DRYWALL STOP MUST INTO FLOOR NTH GLU NOT TOUCH STRINGERS L/ AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1/ x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: v-0,; JOIST FORNINES-61 SYP 2x8 SYP STRINGER MUST MAKE FUL CONTACT WITH LANDING L[\ SIMPSON A35 OR LSC EACH STRINGER ALIGN THIS STUD WITH FACE OF 2ND RISER 17z, BEARS IN WALL —2x SYP CUT TO FIT _------2xl2 SYP BEARS IN WALL '-2x6 SYP 2x4 qYP BLOCKING\ FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" AT STRINGER CONTACT POINTS NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —3/4" RISER CUT TO FIT STRINGER 7, MAINTAIN BETWEEN J" _-7, AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 13EHIND �ISER BLOCKING FOR ,,--1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 7 2x4 DRAFT RISER AND TREAD STOP ,�2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --4-2x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 C OVI DE MOISTURE CT j ROVIDE MOISTURE -7 TT PROTECTION PO S LIATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X i T PCO M� .0 C 2 t'TAPCONS @ MAX. 32" O.C. I.. r I , I \—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. SECTION VIEW "All SECTION VIEW 111311 = 11-7 SCALE: 1 0 SCALE: 1 V-0" 2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER yp S FULL CONTACT WITH LANDING J12KI -------------- G-1 '_1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP SYP DRYWALL STOP __,,r2x8 MUSTNOTTOUCH 2x SYP CUT TO FIT I STRINGERS G -tE�� BEARS IN WALL 2x12 SYP BEAR" IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 j [A 2x4 PT UNDER 2x12 OR LSC EA�CH�< STRINGER \< 2x6 Syp SIMPSON A,35 OR 2X4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON LSC EACH BEVEL GLUED AND STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 CUT 2x4 CUT ON BtEEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "ID" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-01. PLYWOOD TEE4-2x SYP CUT TO FIT BEARS IN WALL _-------2xl 2 SYP BEARS IN WALL BULLNOSE DETAIL ' SCALE: 1 1'41 NGER 3 ,LUED NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING -2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2X4 PT NOTCHED IN1 .0 STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _W� SCALE: 1 1'-O'� H 2X4 SYP''BLOCKING FOR STRAP (SIMPSON MTS12 w/ F (14) 1 Od x 1 1/2" NAILS) 1012�110r( I MDRAFTSIFP I 1 11111 '7'-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER f'OR DRYWALL SPACING H SECTION VIEW "Ell SECTION VIEW SCALE: SCALE: 1 V-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN 11C11 SECTION VIEW SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK CTOR PER CONTRA PROVIDE BLOCKING ----2X8 BLOCKING FOR NEWEL POST I 7 TO ANCHOR TO. j b� (GLUED AND NAILED) (2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST �>< FROM JOIST TO JOIST. USE OR 1 t'X16" LVL 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G11 SCALE: 1 V-0" SECTION VIEW SCALE: 1 1-01, BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: I"= T-10" JOINT LTO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, AD NAILED TO WALL BELOW JOINT -TO )ISTS) H STRING�R 2X 1311OCKING 2X PSON MTSJ2 W/ 1 Od x 1 1/2" AILS OR 3Z 2X 131_05�ING RISLIe VARIES-�4,_. CE� ECTION VIEW 111-111 SCALE: I"= V-10" Cn C= C" C14 C= LU 2 2:;z 9 CX3 >< LL- CL C, E C, -;6 CM T 'a— E C5 00 .0. ST-� o .... ...... To the best of the Engineers knowledge, lnfo;7nation and belief, the structural plans and specifications contained withln 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 E 8 5 cz, 6 9 0 a. LU u, LL Cc LL _j — -g F, 0 Z co .24— i 10 CN - 9, Y, z z 0 Z� d N 0 Ej z W CD m to -�c (n V) , 0 C1 Q) — _5 4-J 70 U 2- 0 LU Ln fn = :r < CN z E 6 Z< 0 E y z, ru C1. cl, E SO 00 z zz �Q 2 tu 7 fy w, z g< �7 0 0a z 8 C', W � ; SO. oil ao Oki .0 LO T 0 L_ LO co Lo C) :3 (N U') < cr 8 CN _j (n ca N 4-0 0 LO 4_011 ILL 0 M _�d 0 CV) (0 .0 M N M o U") .0 00 N oo E 00 CO LO 0 M z C E V C a. 0 0 1 _j JOB NO 23-02469 SCALE: AS NOTED SHEEr NO. ST LLI C13 t') CAO C*4 E E ci: Lz: 0 CN 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 1/2" DRYWALL IX4 114 Ll UNACCEPTABLE INSTALLTION # DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT P.T. APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. APPROVAL FOR CONN. A t : 1 X 4 PPROVAL FOR CONN. 1 x4 P.T. 1 E E 8.- ff #5 REBAR (TYP,) # 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" FxU4 5 1 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 E FURRING RRING (2) ROWS 3/16" x 3-112" #5 REBAR 010 10 AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED L, TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4'1 L 2X8 STAGGERED @ 1611 NX8 (TYP,) *#4% 1 BLOCK@ SPACING O.C. 2-ROWS INTO I x8 P.T. FROM EACH END w/ MIN. 1" DETAIL 2" EDGE DIST. ATTACH 010 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90A 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. — STAGGERED @ 12" O.C. FILL SOLID B HOOK (TYP.) OTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT E7L:11� L 11 j:: 7 / METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1 N. _�44, jE111 L NOTE: DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT x4 F - N. APPROVAL FOR CONN. 2x8 P.T. ROWS 3/16" 46 LAP SHEATHING TO BOTTOM OF BAND DIS- w/ (2) TO PRODUCT 2" EDGE DIST. F] x 3-1/2" TAPCON @ 16" Jul (2','ED:GE APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH F1 4 1#* A F1 TAPCON @ 16" O.C. & END w/ MIN, 2" EDGE DIST. FURRING 4" FROM EACH L I TC FR U SIMPSON HGAM10KTA @ 12" O.C. END w/ 2x8 P.T. ATTACH SECOND PLY w/ 0 ±2" w/ (4) 1/4xl 1/2" SDS SCREWS T A O:r 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" STAGGERED @ 12" 0' 3-1/411 DETAIL 2x DETAIL 2 1/4" DETAIL NOTCH WEB AT THE TITEN INTO K.O. BLOCK FIRST 2 COURSES TL BUILDOUT" OVER SIZE DOOR -WINDOW ROUGH OPENINGSKW�'� U LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.- SCALE: N.T.S. �S 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4"TAPCON (111/4" MIN. A -A = 1610 # FOR 2 STRAPS /—FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4"MAX 2' SOLID W/GROUT Ir 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SEE NOTE 1 BELOW 01 1/2" DRYWALL x IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA A —LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45 DIAGONAL (4) 10d NAILS INTO N T 0 ALUM DRIP EDGE BRACE(S) G INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. B LK 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA A E W LL Typ FOR OVERHANGS BETWEEN OVER 1 1/2" .4 io CUT HOLE IN O.S.B. FOR LE N 1 0 -S S - 0 BUILT UP PLWD. BUCK ARCH PANEL B F R POLY CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. ,G PER PLAN PER PLAN I 1A11 RIM PAINTED 1-3/4" CONTACT ENGINEER OF RECORD FOR i A FURTHER INSTRUCTIONS. r SCRIBE (NOTCH) 0 0 FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. OVERHAN CONNECT W/ 8d NAILS BRACE/BLKG. C / N.T.S. FASTENED PER I NOTE 2 BELOW—J--kr--L L CONT VENTED OR SOLID SOFFIT I L T 0 W L) TW 2 x 4 SOL I D B LKG. (F U LL WI DTH OF WALL) BTWN. OS B INSTALL WDW. SCREW ANCHO kILS T U 0. To x8 PROVIDE TAPCON WITHIN ARCH FACES W (4) 1 Gd NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAII E TO 9x BLOCKING NAILED TO TOP L D Lw RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN, OF BRACE BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH wl 3-12d NAILS, TYP. FOR OVERHANGS BETWEEN 3/4"TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFITMATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4'MAX. RAD. DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. .ARCH @ MIN. 4" EMBEDMENT AT 16" O.C. :2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE i PRODUCT APPROVAL) F CHANNEL FASTENED TO: i TRUSS COMPANY OR CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND OJUINISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN SUB FASCIA w/ 16 GA. 34'0/4" CROWN STAPLE @ EACH GROOVE B-B EMBEDMENT��INTO K.) /4" MAX PER NAILING SCHEDULE LL - ----#5 BAR 81, 4 2'0" SIMPSON STRUCTURAL SOFFIT V -AL.. CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d N AILS F01 HIWK� IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �IITH SPANS KNOCKOUT/ 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER P. THE SOFFIT FIL PA INSTALLATION CRITERIA CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* b, MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B TW4'\ VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. Af/ (3) 12d NAILS JACK TRUSS PROVIDED BY--J SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 00, 41-0" MAX SEE PLAN 100 -2.t, 0 TRUSS AS SHOWN FOR O.H. UP TO Z-13" * —STANDARD 9 BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 90r HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + + + 4 Ify (2) 1 Od NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 41/V WOOD + TO TRUSS TOP CHORD + FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW—-"""' BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ ENTRY BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. �, INSTALLATION OF SHINGLE SCALE: 3/4" V-0" + TRUSS REQUIREDTO + + SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH 7 + 2X4 SYP SCALE: 3/4"= V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR L, L CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL EENTER SOFTIT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL % A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL V SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W i W ' M ' AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") >_ #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION @ ROOF EXTENSIO N rM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPAC NG REINFORCING TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER — 61-01, SCALE: 3/4" = V-0" 0 SHALL APPLY (EVERY OTHER � �s FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL AS FOLLOWS: SIMPSON HTT4 w/ (118) 1 Od x 1 FLOOR PLAN FOR LU 0 Cn REINFORCING SEALANT 1/2" NAILS TO STUDS & (1) - MORE INFO a. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD # 5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIEDw/ SIMPSON "SET" 0 z EXISTING FOOTING (2) #5x6'1 CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & (n FILLED CELL SMOOTH. DO NO FURROW. is 3" MIN. EDGE DISTANCE C14 DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 10'. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: A REMAIN FREE OF MORTAR. \<SEALANT z / H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. . . N � 0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 4- SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 1� .1 (2) #5 REBAR. (1-STORY) ___1 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) _`�SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 2 "MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY '0 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 11-01f RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 1 -1 1 SCALE: 3/4" = V-101" C= C" LU C= C-11 LA_ Cj._ 79 -9 CL E C, 3: cc M CD E C5 cll� 0`1 =0 r 14, 5 0 T F L . e", Qj To the best of the Engineers knowledge, information and bellief, 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. AM W 1- 8 E 8, 8 N 6 -D 0 o U. 0 u_ �0 0 z s 0 9 W W 04 W r.- z W z IL co , d 0 !9 04 z 0 Cl) co a z C14 0 Li W 7 V) +_j (U LU U Q 0 U) V) U3 C', C=> co z U_ g E Z. �11 Ei 0 t2 CL 0 00 Z, , 8 E z0 C z (3) 0 z 02 zo Z, W M 0 �2 o < 2 Lo 0 cc LO M Lo 0 :3 04 cL LO CT 8 CN co t CN 0 0 LL 00 cu C:) 00 00 4i E C L0 0 _2 ce) 0 z M z E M C E 0 _j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS r 14 11 CROSS BRACING DETAIL (TYP.), SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4)12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" -4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL ri 5 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX 2X4 CON T & B CH WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5AW/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2X6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRIG. OR NON-BRG. WALL 127 4" PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP CL Z U) L IL C14 LU W __z Uj W It, �L E-H C14 Z —LOWER OR GARAGE SLAB SEE PLAN AL V-4" LARGE STEP DOWNK-17 SCALE: N.T.S. SCALE: N.T.S. ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E N SHI PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T 7C. (2) 12D NAILS AT 12" O.C. MAX WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN SEE PLAN —EXTEND SLAB 1 1/2" r-- (2) #5's CONT. T& B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" r. GRADE Ic Z;� - z HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILLrj4 SCALE: N.T.S. SCALE: N.T.S. n WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO .1 MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR W/ (1) #5 CONT. FILLED CELL VERTICAL EACH \ BLK HGT. z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED i i Ak MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. < �,JFCOURSE FOR BASE SIZE @ SLAB LEVEL T -------- r ---- (3) #5's EA. WAY --EXTEND SLAB W W 1 1/2" BEYOND W BLOCK FACE (n s—EXTEND 8" W8' q SLAB 1 1/2" Ak SLAB PORCH SLAB SEE 4__ '--IFLEVEL FOUNDATION PLAN GRADE (2) #5's CONT. T&B w/ Z CONTRACTOR TO INSTA SEE CUT #3 STIRRUPS AT 4'-0" C%4 SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH MORE INFO ALONG w/ PITCHING SLAB EXCEEDS 30" 1 V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS SIMPSON HUC410 W/ (14) — — — — — — — — — — — -- 1,btt I -LAN I, CENTERED AT 16d INTO HEADER & (6) I FOR CANTI SPLITTOTIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE I I INFO I —SEEFLOORPLAN FOR COLUMN SIZE& BASE E�7/71OSB FLITCH PLATE SEE FLOOR PLAN I I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L _j L L--- INDICATED ON BM. & ADDITIONAL INFO. _j SCHEDULE/PLAN 7/16" OSB FLITCH PLATE R SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C SCHEDULEIPLAN COMMON BM. TO POST ATTACHMENT EXTERIOR SHEATHING rA ATTACHED PER 2x4 STUDS w/ SIMPSON V—NAILING SCHEDULE 0) 10d NAILS AT BASE SEE J/S6 FOR Spi W/ (1 MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTE7M/ FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2*'� SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR TOP OF UEAM 1- 14-1 ___ =% I 9 r-WiEtr", I S=R 7 SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 51' COMMON BM. AITTACHMENT SCALE: N.T.S. SCALE: N.T.S. jr: SIMPSON (2) HTS20 W/ (14) 1 Od NAILS TYP. U.N.O. 91 BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS, SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WAL L r7 SCALE: N.T.S. 2x4 #2 SYP NAILER, NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. 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 I SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" v-0- Y2" CDX PLYWO( SHEATHING RE, OF WALL TO RC ABOVE W/ 8d N) FIELD, EDGES 8 SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP C14 9 GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. —TRUSS/ JIFOP WALL PLAN MIN, (2) 2x8 #2 SYP DER. SEE Q/S4 FOR :_Q'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ 7 TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2'� ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT+ 7, x 'A 4^ x /-- A A MAIN HOUSE A A SLAB 1 4 41 14 41. A : (2) #5's CONT. T&B v : W/ #3 STIRRUPS AT A A Ail 4'-0" WHEN DEPTH EXCEEDS 30" 114" GARAGE MONO/"" 21 C%j C= C%j C" LW C3 cc me C4 Co eo C= —"" Q � — C-4 ':;2 E C� t_ E C.") cli C=) 00 =0 2 C) 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. Engineer's signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I.- 4 C6 0 4 0 (=0 �j C14 CD a. LU U*j _-, '! a u_ ut i z 0 = M CS 2 j .- A G M W M r-;; "� I MM W . . � z 00 W) Nz co < z bd r-11 " W < CI_ 0 .1 C1 qj -9 QA49 4�_ r 'n W 0 ;% Q) 0 V) C_- Ul 0 U L= E off 0! cl� __j U_ E §0 E ov z -B t C/3 z z QJ N -5 Q .2 _r 12A :� Lo _j 0 4i M T L_ L0 CID LO C) a 04 U') 8 - C14 _j cc 0 L0 ILL 0 CO .0 C) 0) N 00 .0 b LO 00 < CIO E 00 CV) LO M z E M a. E 0 0 M 0 _j 0 a) JOB NO: 23-02469 SCALE AS NOTED SHEET NO. D 1 r SEEFOR BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS --, 1�i 4- . -1 FLOOR SYSTEM v N SEE PLAN 7 7K, -------------------------------------------- G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED z� SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). 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 JAMB STUD REQ'DTYP---7 RMIM SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN TEEM LtJ 2 x 4 #2 SPF STUDS AT 16" 0. C. U.N. 0. TYP D 16" 1 Fil 10 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN F F SEE FOUND. PLAN FOR FTG. REQ. (�) SIMPSON SP2 w/ (12) 10d NAILS (�) SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. SIMPSON SP1 w/ (10) 10d NAILS 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN T' 2xSPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 nEWALL OR BEAM WALL) AT EACH STUD AT HEADER JAMB CONDITION OR IF BUILT-UP (2) - 2 x4 SPF STUDS ARE WIN WALL SYSTEM A.B.TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 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 r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. I SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30w/(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" 0 - C (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH S I DE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 1 Od 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 S I M PSON LSTA30 w/ (22) 1 Od NAI LS END OF OPENING CENTERED NAILED TO STUD PACK 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 0 L r., I � @ I GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING wl (3) 12d EA. E N D 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 T (2) - 1 Od TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 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) S I M PSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 1 Od 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, A SIMPSON LS30 wl (6) 10d x 1 1/2" IS OPENING NAILED TO STUD PACK W/ 1 Od 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) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM 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. 1 Od 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] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 1 Od @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER tUSS. 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. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS wl (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN F�R COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER K-7 SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 1 Od 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) 1 Od 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 wl (6) 1 Od 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) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK W/1 Od NAILSZ 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 CO_NN. @ 2nd FLOOR SCALE: N_T.S_ DOUBLE 2x4 TOP PLATE 2 WS 10d @ 310/ TOP SPLICE 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 2x4 W/ 2 ROWS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" T 6"'4 O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2 x CONT. T & B 2x CRIPPLES TO MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH W/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 1 Od x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 1 Od (2) 2x TOP PLATE ,NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE —SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ---ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (1 6)_ 1 _OdNAIL�� (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 STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. A:.:" Cn U 2 3 E C, 3: CU CU cm E 0 00 C�> C=> L** 01 F lv. ... ....... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, #11 W F�(n 04 �P, 0 6 CD % LL v) U) r"? r-� LL Lu LL C'4 C:) Q. Sio LL � 6 .6;; j 0 M Lu r- z z IL _j 0 W n z 8 F aN 3 d6 C: z W CD L—P 2,_ N M W C-4 In 4-J te M U E 'rix U 10 C`3 z z 0 < E U '10 W, CL E 00 IV lz az M, W2 .0 1, 0 z F z n 0 2 W 8 . I 2. Z2 Wz W 0 W vl� C !2 C:) 12 Lo T 0 U-) CO U-) C 04 CL < Cr �s o 0 j CN U) M2 ca -�% N 4- 0 LO 4_j 0 LL CIO CV) C) (0 04 d LO 00 C14 00 E LO 00 CV) 0 �E M z E 5 13 LD M E 0 a. 0 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 2 T3 LLJ T3 M cn *j -8 C14 CY) 4 C14 Z A E E 0 LZ CL CL C14 Go CIL C14 1i FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS T WEATHER EMPORARILY SECURE DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND (ASSEMBLED WNDOW) WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of G NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WPO L other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF 1ELF1111R11 FISHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 . Cut, fold up & temporarily secure weather RIM JOIST 71 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Setf-adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 0 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. SELF -ADHERED FLASHING Sc FLANGED WINDOW SELF -ADHERED FLASHING im SELF -ADHERED FLASHING M0 EXTERIOR DOOR WITH DECK - SECTION A MT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD CORN ERS NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE DHERED THROUGH SELF -ADHERED SELF_A R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED %MNDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL VVP01) AR membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY 11 RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (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 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOWBUCK__\ VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK o SECTION -A (SEE DETAIL WP02)--,, AND EXTEND TO WINDOW FRAME 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW F RAM E 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 (D SEAL TOPS OF JOISTS DECKING 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 BOTTOM NAILING 8 UNDER (SEE DETAIL WP07) 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 14 A Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HCUSEWMP PATCH STRUCTALATH TWIN TRACK 2.5 stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster 'V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOODBEAM in accordance with 7/8" Cement Plaster JOIST F-BELOW 1 SELF -ADHERED FLASHING Foundation Wall ASTMC926 in accordance with SELF -ADHERED FLASHING 4 4 ASTMC926 4 F Felt backed metal 2 4 lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 5 Building Paper Building Paper 7/16" 0. S. B. 7/16" O.S.B. sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHIN( SELF -ADHERED FLASHING FOUNDATION WEEP SCREED Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL 7-- -11 Installed As Per Manufact. Specs. PRODUCTS DETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain -Stampede or similar Bottom of cauk bottom TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK C/) > BARRIER (WRB) 13OND BREAK WEATHER RESISTANT BARRIER BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY 'OSB', Sheathing Installed As Per I, SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN 'I Detail Instructions A 10 if-olf P ER PLAN WRAP DID WRB ONTO _A_ THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish in numbered items in the list oPinstructions below: FLANGE AS AN AIR accordance BARRIER with ASTMC926 All inside and 1 . Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 4 3-1/2" INCH FLANGE over wood 2nd outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps 4" OR 8" CMU cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT CL STRUCTURAL SHEATHING tampede or sim. embedded in the adhesive layer) - for ease of installation and to IX IX --------- THIS GAP IS A RESULT OF minimize scoring cuts LU CL LU CL PLASTER STOP NATURAL SHRINKAGE. -----STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and U) U) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU 0 ROD & SEALANT DRIP SCREED PLASTIC BOND BREAK WRB Minimum) SLOPED MUD BED LU ACCESSORY 0 i 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 4 Cn uJ 3: SF LATH fit 4 VINYL SHOWER P AN 0 tight to corner Note: 8. Mechanically fasten as necessary U) fl -------- ===:�Q The building paper and metal lath must be L PE Cement installed over the top of the weep screed. IF __T _J PLASTER STOP Plaster I < CONTINUOUS BACKER ROD over block `7 & SEALANT 1 st floor <1 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTI LEVER SCALE: NOT TO SCALE C%J C= C*_J C" C3 ClIz C,4 >< C'4 co cc CL, W CL) Co E C) L.> C%-> C14 C=), C%4 .0 F, "71 1, -3, J) 0 F To the beat of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W 04 '0 C44 I do 6 C , 0 4b a. C] UL ILL 0 Z 0 W 0 r- Do 0) W W I Z Z OD 6 0 0 C, Z U L CN < (n Z W 0 27 CD < V) QD 0 4-J D 0 L L.1 IV) c! V) U� E C) .90 Z- E 2 Z0 E 0 0 E M Z W C) CLZ M OE �z ro .0 0 C) 0) > U") M 0 D 0. U*) < 0, 8 U) LO 0 U M CV) 0 0) (0 00 CN 0 00 04 < 00 00 E ce) LO 0 Z E 2 C M E 0 0 U _J _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 I -, _-- __ -I ... I" Mounting Braickots �10 Gauge". +V2'x4-112'x 2-12' back Cross Support See Anchor SLhedule (May be c tit to W) Right BraCkel (16 Gauge) Bolts V2`Dia.A325Galv, ITY0 0 14 Self-Dril ling Screws A/C Urilit Smurn Edge Hurricane Strap Washers (Typicak 3 in front) Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket (16 Gauge) 11114 Self -Drilling Screws. Thru Brackm 8 BackCross SupportInto A/C Unit Bo"orri Side (Typical: 3 each side for hurricane use) _LA"un iunai,t It".- AN p,_sJc*l rls -1. fl�c A. a Rainged Sawil Dawliall, as*", Won ring-9 flat win affly) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Is." i o" t 7110702 , I � Q2511 Know or 2ILt 2131 Dow Fiodm am MM voriclon moudwAum codam vemd9w my Valsdansd 4uball EVhatko Apdro"d atom Afflornsten 2020 Small Vent products, I- mow Graben, H-F Noras.PF Look. Bowd" P.E 12MIU20201 12/1642020 12t2e*020 Apprwecl Components (671) 44"30 PE-73776 (3�4)300-1000 14.6401"orin products h"&C*d ASA Result Or Infolgismart"nicont New Technology CompIlan- Method Evalu.b. Report tom . rlod& Registered Achfteci or a Licensed Range PLAM41RAmd,gft Professional Engineer Awl = Teas"I" I R`_ Product 0-�� Chadiry Assuraindim &MUDOIAgkdmlRm Augmented for Us, In w0a Ancroyad far Use I.DWA chasilds-livul! Isilaugs Damon riniess. Du::Funct) Fooda�dVarrlll,tiwVant 1213112023 Y Y. NIA ioUloo 2 Smariven, :411411:10 Made #1540' , 1 N F.mdenFI-d.ndVnN.1oAV-i 1 MV2023 Yes Y. NIA -100/.100 3 amennient Model 01540120 ln:utsted Road VNI 1 W112023 YOS Y NIA -1001,100 4 am."Vem Media 01540-521 1, WSW Floca, vent 121311f2M Yea Yes N/A .1006100 5 a�rlvwt Moom $154 - 524 1"quot; Gerage Data Flood Vent 1 21310023 Y. Y. N/A N/A 6 0 Sens"Vent Made: In 540 , 570 WoAdWall Insulated Flood Vent 1213112M Yee Y" NIA 100)1100 7 amadvart Model Art 540 574 14 SXqUot G-96 Door Flood V"t 1241/2023 Yes Y. WA NuA Florlds Department of Busilressis & Professional Regulathan Ilmg. 1 9 1 Building Codes and Standards IrIV2021 Product Approval Application call 4 3 R4, 4 A �'E 10, W01, Date pending PAS I= varai a Lim= ylid*WEW SAM= FOC Ago -al Approved autun, P.11- 2020 Drexel Metals lw� Jason Sh..n. Zachary R. Free! Locke Boiden F.E. 08/10/2020 04MSM020 olonano2o I Oil 3121320 APPAtuild Caleigiory: Roofing (50Z 303-11511 PE-74021 (334) 300-1800 SuabOssogairr. Metal adding porm ConVftmo Whole Evaluation R" From a Flarlds RegistersdArchked or. Limersed Florlds professional ringlinser FUM?BY2418 limakepte 96M A�� Approved for Use AMroVedf*rU$t MIOKI Dialon product Desecdodon In MVIIZ out" W49 R9S1sAaA11 Friagaiturt DIA 100145. DMC 1 SOW. DMC 1755, DMC 2008; IV3112025 Y. No NIA IoMaa DMO OV Florida Department of Business & Professlonal Regulation page 2of4 Building Codes and Standards 3AY20.3 Product Approval Application Detail Quit btft Air au 292 Do, Fuldna 2" mm low smadkom cardept Widmd filliggligleg FOC Anaroval Asai R.A 2020 Thempal-Tru Corporation Enna Jespersal Lyndon F, Schrridt F.E. Ry0nJ ring.P.E. W1 5=21 1 7J3112020 G4=021 DOAMM21 Apprroved Ciet.g.r. exastior D- 9800) 843-7626 PE-4340D nal 3) 7er-Saft SuAbOvelagnin Swinging Sideflor Dw Aseemol" slesearearmilitlisn"fasi Overplanco NOMOO� Evaluation Relow learn a on FlorKle Registaned Ar*ftd or a Lic ansecl Farlds Professorial Engineer ELimoLufto"a death, Assexcener, AmoSed fer Use A--,dfr USA bftt 21tim Produrl Model. Number or kancre Product 0-,Wft, Cyafiat!��Vggu in HVAZ Outside HVHZ assistant lauseauser Th.m.-Tru I'llner-CiessIc and SAopth-SW Nominal 6&#39:5 6cluothmeact6quol: Opacpje No Y" Yea NfA composite Edge Fibericagi Single DW lnswift"IlWlng� X oonflaurallon) 2 b Themne-Tru Fiber-Clabsic and Smo0th-Sher Ni easisse &aJorimpalz000t; Opa go. 12WR028 No Yes Y. N`A Collocate Edge Flateliess Single Door with "114(11 anewlilluOutshoirg: XO. OX crOXO configurations) 3 1, Therme-Tm Fiber-Clessic and Smooth -Star Nominal 603111 aductimpactsquot; Opaque 12/31=6 No yes Yes NIA 4 d. Thionme-7. Sirnodth-St., 5 Th.-T. F,b.-CW .... Ad 6 Thormit-Tinu Fiser-classic mcl almooth-Sisr 7 g. Tisemse.-tro Flbwcl.,Slc and sm�m-stov A In. Themna,lru Fitow-Ciessic Ad Smooth-Slar a 1. Thenima-Tru Fiber -Classic And Smooth -Star 10 1 Thillimse-Tru Fib-CASsse and SAnooth-Stif 11 k Therme-7ru Fiber-Clessic and Sn*oDth.SW( 12 1 Thesmix-Tru and SFripoth-&W Is 91, Thenli I'lloser-ClIelat And SM00th-51V 14 A. Th.-Tru Fo-Cl .. 1, Ad S-Uh-Stai, 15 a Thenns-Tnt Fibei,04i and Smooth-Satr is p. The-7n, roax-Classic $Ad smoptin-mf 17 oThonnsi Ricer -Classic ad Smoollh-Star Composite Edo Fiberglass Double Dole wth W ,�-.ftout Sid4filets OnswingiOulwou; XX or OXXO configurations) Norntmol I&R39:0 Opaque Cor"n. sec. FIbergesis On& Co. X oonliguntoor) Norninol 8&030;0 op.4.4 Composite Edge FibiAgia., Smile Coor In Stations) f1ralwirtak0umAng; XO. OX w OX0 oernigaraller.) Nominal 8&039 �O 6qwtAn"ot &qxi Costs. Corripsat. Edge Fiberglass Double Door with or wen out 56dolkas lin"nWOul".6, XX or OXXO configa,insion') Namnal 6&032.6 &qwo1;kAA#d&qooI, Geared Com"aft. Ease Feargas. 81.0. Door OnSA1111410103-wing: X cmtgumtim) Nominal 661MA A�quatlimpulgaucli Gassed Carpost. Edge Fiberglass Single Door with Sid.IWS) (IrsinWisming: XO, OXer OXO oonfigun"I"A Mornin C=69439: Glued t." initneighASSDOWbIOD-with. �thwtm'ot.(In.,WnWOut.Mno:XX.OXKO configaraten #1 Nommes lialosso aquot:impeduqual; Glued Congi Edge FIbefghtills Single Door (In"no(Outsiving: X configuration) Namon.i a&*39.,D &out;lrnpAgt&qNtL Glazed Cientsionle Edge I'llstrighnins Single Doorvkh slow.) XO. Ox . OXID consoured on.) Normina $1:39.0 aquat;ln"c4quot Glazed Composite Ease Florro.sa, Double Dow with or with out Bill (In"nWOulsOng; *(or OXXO Comagual an*) Ion Norninel W311A &QUatAmpact6quat, Glued Moload Open Composite Edge Foorgess Single later 0A."91OWI-ing; X -fai Nomn.1 WWII &qJd,kApAot&qut; Glazad Molded Open Colp.*4 Edge Rhargilles Single Door with Gland Molded Open gd#IKP(,) (In.aInVOW-110; XO, Ox or OXO -msg-Asflone� Nominal 68JI30 A "d;"sc&qI alleged Molded Open Colpo" Edge Fibergeass Double Door �ffh or VMhout cause Mooed DPW Sidelftes (howngloutawlho: XX or =a Nominal 69*n:S SallotArlpseARSIOVOOSQUO C-O.M. Edge Fibeght" Single D-111, Molded Open SmIsels) (InSMAII/OutirWAC: XO. OX or OXO conflou redone. Nominal G&MJ8 &iSot;0AlsFdL4Ui:A; Opaque Composite Edli* Fiberglass D"M Door with of wkhout Gls:d Melded Open Siddtas (briewinigOutaving, XX or CcOK0 configurations) 123112020 W Y. Yea WA 12MV2029 1,10 V. Yet, WA 121310026 No Yes Y" NIA 12,111121:1211 Me Y" Y" WA 1213112026 No Y. Y. WA 1213112026 No 'Yes Yes N/A 12/31=28 NO Yes Yea WA 1=10215 NO yes Yea NIA IM112028 NO Y. Y. WA 12/3112026 No Yea Y. NIA 1213112026 No Y. Yes WA lW112M POO yes yes WA 12J31r2on No Yes Yes WA i203112M NO Yea Yea WA Morlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail palal or 113021 SRI or An J)Iit Date liandina VAA Hilladigimas Contact Vlokum Be uwm k&M" EW.&MMig AM,M a" R.110fon 2020 POT Industries Jens Reemsecl Warril-Daria BCCO - CIER Mlimi'Dade 9= - VAL 111/111"21320 1 W2112020 1110124/2020 A001-d clearly, Exismor Doorn (94 1 ) 4911,0100 (?as) 315-2500 Sustaiiii ending Eirtaxer D A.- 60.0 Campleare* Method! Carfifluden Men, or 1.10.9 am koduab Quielity-ilkisturartict A-anedfartlay Alarmed for USA kmEt Ditm modw. ""Or or MM Pro" a-Wpb*n A, HVIIII! outside 9".bd Fraeaurno 70 (La r9a Mll,allai Irr"cl) Vn5d Along Gle. Door Yes Y. Yea WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approxel numbers on the building components listed below if they will be utilized on the construction project lbr which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expril Dite 1. EXTERIOR DOORS ITherm 1 1 1 1 1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON-IMPACT)i 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 +40.01-40.0 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 +30.01-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NtA (see Insit sht) 12/31/20-2-5 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL174919P.21 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 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 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 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 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NI 5/2612026 E. OTHER . PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank 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 7/30t2023 C . OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (1br Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/2S(2023 Plyglass USA, Inc. (ibrTile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C, ROOFING FASTENERS NOT USED D� ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 Ni 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +Ot-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076A - FL1 5076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simpson Strong -Ile see c hart B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NtA 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 NtA 10131/2023 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 NVA 5/25t2O24 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 inibrmation must be awilable to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Businiti Professional Regulation page I of 3 Building Codes and Standards 105=22 Product Approval Applicallon Detall 920 (211111ty or 2ma 2ft IM Versla Manufacturer catnut volidew By YAULW submitted f5C Approval Amanoved Amu Revision 2020 Thormet-Tru Corporation Steve Jaaperson Lyndon F Schmidt F. P Ryan J. King P E. 07/2312020 071120M 07/2W202D 10113t2o2o Approved Clatall Exterioe Doorge (800) 843-76n PE-43409 (813) 787-0555 Subcategory. Swriging Eveignor Door Assemblies slaspersonothe Aring"o ad Compliance Madled: Evaluation Report from a m Florida Reg stated Architect or a Licensed Florkhe A!IMHV AAW 211111111 NumbertArName !i!Mb0r-CIaas3C Product Deacri all" Conga� �l Data In gentsmnt Prnguro 1 and arrooth-Star Nominal e"n.61squattImpactilquat, Opaque 22 yous Y" Yen; WA Oomposille Edge Fiberglass Single Door lInsi-glOutswing; X configunstion) 2 b. Thartma-Tw Filber-Clsysio and Smoo"utt Nominal O&M. 8 spoof, Im squat Opaque 1213112022 yes Yea y9n; WA Composite Edge FiberS11,111=1210 Door with Sidefte(s) answing/Outswng; X0, OX or OXO configurations) 3 c. Therma-Tru Flear-Cladill and Smaoth-Star Nominal 6US9:SAquoLImpact&quM Opaque =V2022 Y" Yes Yes NfA Composite Edge Fiberglass Double Door with or without skileak" (Inswingloutsi XX or OXX0 configurations) 4 d. Thannna-Tru Rbser-Clagale and arnooth-Star Nominal S%#n;0 8quc(t;Impact&qual; Opaque iml= Y" Y" yes NrA Composhe Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 6 o� Tin-T. Fibar-Cl .. i. and emooth.St., N m=F up - Ap-d&qu-t Opaque tepetass l2t3lr-4M Y- Yale, Y- NIA Com Single Door with Sidefitai(s) (InsyAngtctulawng: XO, OX or OXO configurations) a t Therms-Irm FlIber-Classic and Sirrooth-Stat Nominal S'DSquotIhnpsct&qva1; Opaque 1213112022 yens yes Y" NtA Com, 10 E 0 Flbolg Doorwith or .L=bus ...n ing; XX or OW configurations) 7 9 Thannui Flbar.Cla.su� and Simaxoth-Stal Nominal s&#W.6&qu0t.ImpQct&quc� Glazed 17J31/2022 Yes Yale Yee NfA Composite Edge Fiberglass angle Door (Inswing/Outetwing; X configuration) 8 K Therma-Tw Fiber -Classic and annat"tof Nominal 6"30.0ftuat.1monictiliquot Gained 12MV2022 yons Yale yes WA Compiceita Ease Fiberglass single Door with Sdefite(t) (Inswng(OutsvAng, XO. OX or 0X0 configurations) 9 i Therma-Tru Fbee-Clapaslo and Smoutil-Slar Nomfnal$&#39:8&quotlmpact&qucr4 Glued l2J31=22 Y- Yes, Yes WA Composts Edge Fiberglass Double Door with or without Sickness (Inswingual XX or OXXO configurations) 10 1 Thanyrite-Tru Plbw,Clmslo and Smooth -Star Naming I "#U;O �quot; mrcrt'4uWrAzesd 1 2J31 you Yens Yea WA Composite Edge Fiberglass �nglo r (1A.Wng/Oubilving; X configunrlion) 11 k Tlhema.Tru Floar-Classic and Smauth-Slar Nominal R&IM, 0 Squat; ImpacuLquol; Glazed 17JW1022 yes Yes Yes NfA Composatis Edge Fiberglass Single Door with Sdefite(s) OnrixinWOubinving, XO, OX a, OXO configurations) 12 1. Therma-Tru Filbee-Cliatinsc and Smooth -Stair Nominal S1439; 0 Squat; mpad&quc� Glazed I=Ir= Y" Yee Y" NIA ZitleDwelthor Compoeste EdgeF gi;- ,;ZA without Stakelit" ing: XX or 0)0(0 config urallions) 13 m Therroa.Tru Foar.Classac and Smooth-Staf Naming I SsAin: 5 &quot lmpsict&qucrt� Opaque 12:131 CM Y As Y" Y" NfA Compoeirs Edge Fiberglass SInglis Door with "Non4mpacI&quoI; SIdelltsecal (Inswinglicutsyvi's; XO, OX or OXO, configurations) 14 ri Thamrxs�Tnj Fiber -Classic chat SmoorM.Steir Nominal @&*M.s l%quotimpact&quot, opo4ue lMlM22 yes Y" Y" NfA Compadift. Edge Fiberglass Do' bla Door van &cIuot;NornImpact9quot; Sidelibin, (I memnlilOulsontrig; OXXO configuration) 15 ci Thernrak-Tru Fiber-Cleatax; and Smooth -Star Nominal 811,09, 0 equal; Impacx&cl Opecues 1W112022 Yes Yes Yea N/A Composite Edge Fiberglass Single Door with &cluct;Nort-Impactilquot; adelle(s) (Inewrig/Ourtaniving; XO, OX or OXO configurations) le p Thakma-Tw FIber-Clasalin and Sinnooth-Stor Nomma I 8sX3s0 "lmpoct&quot Opaque l2r3l= Yes. Y" Y" NfA Cipmposins Edge Fiberglass Dou ble Door went Isquat'.Non4rilloactItcluct. adelltes, (Imamilgi/Oulanong; OXXO configursibn) 17 ol. Theirma-Tru Fib-Clam.i. And 13-th-Slor Nonnin.1 684032,11 &qupt.Non-ImpAA:*&quat: Opaque 12/3112M Yea Y- No N/A Composite Edge Fiberglass Single Door (I 'swilgi/Outswine; X configuration) 18 r Then-Tru Fiber -Classic and Srinceith-Staf Nominald&M. 6qoLNon-Impaoo&q,.tQpaqu. 12t3l)2022 Y.. Y" No WA Composits Edgid"I'llberglass Single Door with Sideltse) QreawlnWOutsvilng� XO, OX a OXO oDrifigursitions) 19 a. Thaerria-Tru Fibor-Clailek, and Smooth -Star Nominal U".68,quotNon-Impsolsquot; Opaque 1201Q022 Yes yes No NIA Composite Edge Fiberglass Double 06W with or without sidelfies Xx or OXX0 configurations) 20 1. Thermus-Tru Fiber-Clamic and Srhooth-Star Nominal 8&#*,D liquotNon-Impectsquat: Opaque 12J31 QW Yes Yms No WA Compaseft E09% Fiberglass Single Door (Inswing/Out-ring; X configuaton) 21 u Themmix-Tna Fiber-Clas.. and Smoath-Star Nominal 8&111 Sqvottion-Impact1quot, Opaque Intl= Yes ves No WA Composite Edge Fiberglass Single Door with Sid.fial finweingtClutsiung: >10. OX or OXO configurations) 22 v, Th-Tru Fibier-Clo-nd S-0,9a, Nominal 8&A039;0 &quii ImiroetAxi-1; Op.9- 11=11= yes Y_ Kid N/A Conniectsfis Edge R bertiliess Double Door wit at without Sidelites (InsOng/Outowing: )O(or OXXO configurations) 23 w, Thamna-Tm Fribee-Cl."iic and Snacoldr-SIS, Nominal OW394 &quQtNon ImpsectilquQ4 Glazed 121311= Yft yet No WA Composite Edge Fbailglase Single Door finswing/Oullawns: X wrifigursition) 24 x. Thermat-Tru Fiber -Classic and SAwtoth-Star Nominal MOORS IlliquotNon-Impenctilquat; Glazed 12/311= Y" Y" No NfA Composite Edge Rhargass Single Door with sidelign(s) (InevAngiOutanming; XO. OX or OXO configurations) 25 y. Therrrxa�Tru FIber-ClasWo and annooth-Star Nominal 6&039;8 &quall;N�Impaclsquor. Glazed 1213112022 yes Yes No WA Composite Edge Fiberglass Doubt. Door with or without adeftbes, (InswingfOutili XX or OXXO configuralon.) 26 2. Tharrins.7ru Fibar.Clseso and amooth.Ster Nominal 89030:0 9qUat:Non. ImpoefliI Glued 1I Ym Y" No NIA Composite Edge Fiberglass Single Door finownigMullswinig; Xcortfiguration) 27 m. Thermal Tru Fim Classic And Smooth Star Nom nal 8&43D:O 8watNon-InntaxotAquor. G lued 12131= Yee Yes No WA C.m= Edge Foargloss Sit,91. Door withl Sidolitsi(s) onswng/OutavAngi XO, OX w OX0 configurations) 28 zb, Therma-Tru Fim-Claask; and alnooth-aar N.minal SM39:0 9quotNon-Impact8quot; Glued 1213112022 Yes Yes No NIA Composite Edge Foinglass Double Door win or witi Sidelittes (InsimnWOubiavng; )O(or OXXO configurartion%) Florida Department of Business & Professional Regulation page 1 07 Building Codes and Standards W2D21 Product Approval Application Detail 2291 liffifty or 2411 am Cat Pending Do viesion masigagglida Condad lawauLLUUM vAdwd IN Xag" JHDM= LAQARWM ABAWMW Revision 2020 MI VAndowle and DWI Bren Slinger Lull Robotc, Lomas Sleven M. Un0h, PE IWW2020 IOMO?2020 10/1012020 120512020 apeduad Catogary: Exter1w opera (717�31101300 PE-131251 4 ill 7) 317-8454 "Clusigpery: Sidog Extorlar Dow Asserribillov b1Mh9.AlgmWa.o0m comialmota I%tott Evskslon Repon *am a Florlds Realle"'Atil Arlichloct V 8 LICArsed Florida FW5332ASIAnadvelly Prohnscomm Onginver NmbaorNam overall Assurance AcgravociforUst produent Deencriado - - III HYM outsiftAyn IMDW Design Ressateat Flamm UMINLI M SGD SERIES 420 ALUMINUM SOD 01 No Y" No WA :2031)2024 l45-SAd6quc1AA0&quoI; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO. M 213112024 No Y. No NIA 968aild;-80squot, NOf4-REINFORCED :5 SERIES 420 ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM SGb REINFORCED OXO I Z31/2024 No Yes No WA 145-3144,quo"ZMquot. 4 SERIES 420 AL UMINU M SM REJNF ORCED SERIES 420 ALU MIND M SOD REINFORCED OX 12131117024 No Yee No N/A XO, )G(9"quoI;x96nl 5 SERIES 420 ALUMINUM SM REINFORCIED SE RIES 42 0 AL U MIND M SOD REINFORCED 12J31,7024 No Yes No N/A Florlds Department of Business & Professional Regulation Pat. 4 .12 Building Codes and Standards 111=21 Product Approval Application Detail 4 1R. Nlr� , . 1111� GMM finetv or 1;" jai adLaia" 20 An version manufacturer mact ym9mg#d W VW[da&d &U= M AccroVel Ampnevad film Revisal 2020 WW v-0slon, a "Seen or Oyhs.d Door D.W. Kpi John 1, sells. Japhey P Afradon, P A 10112M20 09=2020 10MO20 1211612020 Apl>ro,*d corporation ("01763-6121 PE-61737 (904) 821-5200 Catiazoari lettefl.r Docirs dkoftnishillwayne-cartar.c Subcategory, Sedlensl ratiale, Dow AleaMbil., ant cianiall'"'s Idethad: Evaluation Raw from . F kinds Registered Arolifteet or a Licensed Florlds professional Engineer fLM46-m Prmluob 112a product moibL NLater or Nam, A-r-Ad fair U- slaves Deaddr, III Hyllill! ROMstao pressure 3 8000/81DOM200 01105 MAW Finsi,width 14&410: Max Want. Olezl�g lV31r2023 No Yes Y. 31,DW-35+00 ivillisibis in nop or 10 $00111001112001111123 16809; Max width 14600', Wax hoigm. elarno 12131=23 No Yes Yea -30.W33,50 available In top or Intormealide section. 11 $000181OD420041124 18,609 Max width 14&OW. Max height. 01221no 1213112D23 No Y. yes -S4 40130 A,nillalple In top or InterrWiffle S"Im. Florida Department of Business & Professional Regulation ragel off Building Codes and Standards 1*2MI Product Approval Application Detail '7 "!�� IPW 2.111'1,�'1'11�1 raft 2" case lasednia .011:2 MIAIL version, naftunNsum centad Enalneas Ificarrs, Submitted LWL&xW" Alterative ikva ReVsl.n 232o Comes clyban at AADG [no. Tom Ratley UL LLC Troy Bishop. P.E. I 2M WM20 l?13lna20 12,21=20 Apermad ciesow. Exterior Doors , 04�2013 (954)94r-ONG Sub(aasigairV: Extallor Door Owporiente comiciftelice kwhock CK1111colon Mark or LIWO F1,011512,10111 Produces Quallm Assairance Amovedlor Use Amoved for Use lmwl baskin Aw produlatoodd Idenribere-Nams Pr�t D�Fl�n - In HVMZ outside 111109 Riiiiijilligg P.-As 1 60T. 707, 727. T4?. 767. 777, and 64r 6001. Ad P.Irs d Fl.si Glazed, Ad Louvered Single Ad pairs of 12011,2025 Y., Yes Y.. IWA Doors holder metal count. Flaticis Department of Business & Professional Regulation pace 1 of 7 Building Codes " Standards Product Approval Application Detail N LWW a, am- am- Det. pland-A 29t Very- M-ufW- f&oika &&a= Fee Ananavall Agincentned R61ASM 2020 MI VVIAdooll and Doors lik"t Ming" American Anchuctural stow M. Urcen PE IIJ17020 1111712020 lle7712020 Approuod cat*": wnouw3 clin365-3300 poll Mani.flet.-Assorlethern 4717) 317-6454 sLibcdogarr. Single Hung Coasplares 1104thodt CordliIeflon Mark or Oat Quaift A2W� Approved I, USS amamwiman knoulat Deal- 1112a ber or Name Froduct Carsorlmom C In HvHZ OL*ddb HVIAL Itesheart lamsural 2 Ili SH 12X72 FiftiMenp From# IGISG 801010 Hog 10418023 I'le yes NO 16040 Laminated GI.. Cn -Cu CL c:)_ cu (D o -0 2 M - CD 0 .Cn .4-0 0 =3 -0 2 5- Cn 0 +- CU 0 0 q .0 E 40-2 (n -cu -0 = �2 U_ 0 - 6C U-0 Cn CD Cn saa W 3: > 2 0_ Z Z W mi C3 cl) :" a. 6u CD r--L c2" 72 C14 C= cc ou CL a) E CD U cc C= (n CL E cS CJ (n L. CD E =:3 C_ CIO Co 0 > L CL 0 CL < 0 0 Cn M M =:3 sa-0 0 LM LU Z _J CL SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation page 6 .4 9 Florida Department of Bustrimess & Professional Regulation Page I of I Florida Dapertmaint of Business & Professional Regulation Falso I if Florkto Department of Business & Professional Regulebon r2 CU > Building Codes and Standards lt25M22 Building Codes and Standards M-MI WkIng Codes " Standards Building Codes and Slandoords 22 2 Product Approval Application Dortall Product Approval Application Date 11 Product Approval Application Detail Product Approval Application Detail CL (1) C) Entity or 29t 291 Datiollendinkill 2da army not CU -0 xuwm mkmguam Qumkai Enalimmier A License Validated By V911dow filifttillog PEEAooio-t Approved statu 111211, Q& Version boly Or all all Dot, P-,I- Carried: Validated IW Validated submitted Rals Approved 920 Enay a aft Age care sending PSCA-,gM S90 mm ym9m mmadiam or 2NU 20 Pmmfm 9" AaAMKA.LMM YAWlbdk YaNAN §gm" LALAQRMA gat A22mng N" Revision 20M Thon-Tw Corporation Stz�. Jsp.-n Lyndon P. Schrnidt R HE "n J. King: P HE 10107=1 0011V2D21 i(vi3r2mi 12M5rA21 Appraved agak"LAIWM flaAgRmw fina I= lockm momaghm gama lagauLAIWM kSiRWAJk gligam ajoishad humanist Milan category Exterior Doors, (8DO) 843-78M PF43409 (813)7674665 Aftermallon 2D20 POT IncludHos Jose R-dd MINA&Dde WCO - CER hill-i-Od. S(= - VAL lVD15020 11105MI20 i1A 1/2020 Appf&*d Re4sion 2020 MI Windows and Doors Brem aringer American Arch twural Steven Nt Urich. PE Itiffier-IDW MUM= 1011SIT020 App-iadl R.,4shon 2020 MI Wlrid� end Door cate"T. wlmdm ansm smamiger A-ficanArattectual Stmn He Won. Pit 11122rM20 110212020 017065-3300 Mantilridurars ASeCCIN01 I'M3174404 11112812020 ApprOAHd ICU Subcategory. Sokiging Extesior Door Assemblies ajosperacereillthemnatru.co Caliqlari Wnd- (041)4W-0100 (TSI) 315-2590 Clselikeryo. Windless (1`17) 385-3300 fileaulclumins Arrectimstan 1?17)317.8454 MC&"rr. Fixed WINsprommecorn CU Compliance Method: Enaluatcon Stewart from a Florida Florida In GuIrCalegarr. Singirs Hung complisnam Method: Connection Mark or using poseemstalliftegiondueffleat; lauttCaterfloFirc. Hortromorl Solder Compliance Neffiock Cwbkagon Mork Or LaWo bs1IImgmAAH.Nd�ccHA% Method Corbliketi. Mork or Losing Registered Architect a, a Licensed Professional Engineer FLdni4tMPlo&mu FU"SkW4U lerzed-h 2 L- f-UMMi," larcidaucts aaML&� aoxmilmum AQRMMUXft kwLvl 2MM assets Assurance AcerimiselterUs6 Ancroved for Use mmw 2tom awaxamotma AMMWAIALUU AWLandiaLga Imam OVAM 0 0 Deallan Product Modell. Olureamer at Muna Product Derscriptiost Contract b"rdion reat ki livEr 01,911th BIWA= P�m &ILL Product Ndd. Number . a,- milillit ILUM 2WMgLk= SAMM" Imam aw Product Mod@L Number or Nwm Product poscaoft Contract Expiration Mk in tPHIM out" ffm R.2bubm Pressure a U- "as ProduCt MOON, Number of Name Product Description Contact Expiration Date In HV14Z Outside "VW Metabolism! Preire-gra all%Orl (L.10. 1A,41. "Pact) Wil 0.91. Hung ViAncl-, 0740=9 Y- Y.. Y. NIA I HS 166 Fin -d 11-2. Frame 71NO21-loded0o. 621161 No Y. No +55/45 1 lespw 73. T2 Insulated Gles. 04/mIl" No Yam NO +60r-so a .0 CD CU I a Therrra-Tru Fiber-Clowic and Smocith-Star Nominal fillikei squatflan-Impoolilquot Opaque 12rJ11= Composite Edge Fiberglass Single Door No Yes NO WA 0 4- cu > (Inmnii/Outov,ring: X configuration) 0 E 0 2 b. Thenro-Tru Reler-Clouic and Smooth-Staf Nominal 880*,S ShruckNon-Impactliquot; Opaque i2t3j/= Composite Edge Fiberglass Sin; Door No Yes Nib N/A PI with SidelitaI ont�AngiOutsving; OX or OXO (D . configunill ... ) 3 a TherrAD.Tru Fbar-Claulo and Smooi r unhilmol MMO; 8 liductNam-Impectilucluct; Opmqwa 12131/= No Y" P40 NIA CWU 42) -CI-00 0- Fiberglass Compoolte Edge Double Door With or U) < wthout Sicholit" (IresiAngfOuNsMilg� )0i O)= configurations) 4 d. Thermat-Tru Fiber-Cloulo and Shood -Star Nominal 73111391.0 Opaque 12131r= No Yes NO NIA Composite Edge FIbWgU10 Single Door (IneAsneOutoWng; X configuration) 5 a Therma, Tv Rber-Claselo and Smooth -Mar NomInal 711031lO 116quaChlan-Implealliquat Opaque 12J31t2= No Yes No NIA Composite Edge Fiberglass Male Door with Sekillse(s) OnsiRingfOutteneing: XO. OX or OXO configurations) a I ThenTs-Tru FlIter-Classec, am Smocth-Starr Nornsial Wili 8quoI;Non-Irnp@HdSqLxy� Opaque 12131 r= P40 Yes NO NIA Florida Departhhent of Busilness A, Professional Regulation Florklim Depautment of Buslormose & Professional Regulation Florida Deparlinmert of Business A, Professionsd Regulation peglorl Compeafts, Edge Fiberglass Single Door Building Codes and Standards 15=1 Building Codes a red $is ridardis ta=l Milding codes and Standards Oneri,Ing(Outowni. X configuration) 7 g. ThermeTfu Fibw.Ckasic and Smooth -Star Nominal 511,01130 Aquoti'lon-Impectleruct; Opaque 12511= No Yam No N/A Composite Edge Fiberglass Single Door vA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelfts(m) OnsiAnglOutwolng; XO, OX or OXO I U R`HbOA 1213ir= No No 8 h Thernimi Fiba-Clacc and Smooth-Staur =0r!S& );0"Non4mHpadSquoLOpaqus Y" WA Composite Edge Fiberglass Double Door Wei at Wiff-iout SW*Ifts (InamengfOurtsmyIng; XX or OXXO 20b am am core P%,d- 2im Rak 2kis Do, Pool- am 20 imax am am DA, Funds- 292 configurations) ifn Version lknu%cium comiselt and,- 111 Licen- VildmlodI IN, Validated Submitted FRIC Awroval Asterived a" mm Veriden NwhLw- conled Income, & Lk�, V.Mddw ft Valliclohm! SubfflId*cj FlIC Atmannal Anorseved Ron mm Visislon KanvWwm Cotbd grwdnw & Loorat Validated Hoy Validated aLd)Mktd F11Q Acirroval Ammorommed 9 L Therme-Tru Fiber-Ch"o and Smooth -Star Nominal Il4#3Q:8&qu"On-lrnpWHe&quOt, Glazed 12f31=22 No Yet No NJA Afthimedion 2020 POT Industries J-. R-old M-*Od. OCCO - CGR Mlp�*Diids FICCO - VAL I IM12D20 11/05IM20 I'M112020 AW044 R-- 2D20 all Mod-nd owe Brentlelger Luis R Lomas. PE St-n 14 Won. PE 1offl8QM i1=612020 latione2o 12MMA20 ApproM Artmallon 2D20 POT Industries Joel ROOO.* MantDods 61CCO - 0611 MiDmi-Olde 11CCO - VAL I 1/05M20 11 05=20 lltilrn2o Appromid Compost* ridge Fiberglass Single Door Cadmigoin Wind- (941) 486,0100 (786) 315-2590 Category, Wnd- (717) 365-3300 PE-M14 (717)317-8454 CAww vftd� (041) 46&0100 (?80)315.2990 (InmAiAnglOutswing: X cionfigUraltion) IllubCdagalln Fired jrciewsklapgtindusti "O.tgoryn. Mullons, borfingorAmAyd.00m Nub".gory: Mullions 10 J. Therm-Tru Froor-Clatist and Smocith-Stat NorThal 0111,1139;8 iquotirall APrx:tLqUOt Glazed l2f311= Composite Edge Rbwgian Single Door 4h No Yes No NtA C"llemoo Method: C�Nt. Me* Or Usting orn compiler" sesurom Evoilagm Raw ton, a Floddlo Ilogislunid Architect we Licensed F1.1d. Compilence Naftod: Congrado, Mork or Losing Om Sidelfts(s) (Inatrilro'Outayoolng; XO, OX or OXO FLM34M Professional Enginvw FL4M4tl3 configurabonts) 11 k Thcrmma-Tru Fiber-Clasmic and Smocith-9tar Norrinal 611039:06quothlon-ImpectIliquot; Glazed 12131/2022 No Yes No NIA AWIL&IDUM A-,,,d for Use ARugwdlamu ithigoot Design PLOgUla.P�,e, 2dUkAUU3= A-ead to Us, A-Ansid for 111- IMB& 210M Z Composite Edge FibaMlem Double Dow with or 19" Product MdL Number , N- Product Dreammumn in HVHZ Quidds, HVHZ saw" Pressure aw Product Noft Number Or N� Product 10"empaw CoMmdtngrdion2a In MVMZ Q"Cb agrialloss Pressure vittraturt Sideliffes, (nermirigrOubstiving, XX or OXXO 5 PW-05" (Law Mlealle I.P.0) VInv PUd Wl d4M)2025 Y. Y- Yes N/A Quallto Astuteness ARKNEUM-UU AMKtnVK.UU Imam 21%M 1 Mullons 1. All Doom an it VyIndam, Aluminum Will" 05/28=0 Y" Yes Y. NIA camiguiradons) RUA M'kffdgLbk= Product In MWZ outside Ky"Z Raw" E20a 12 L Thermo-Trut Fiber-Clawc and Smooth-Stor Nominal 711,01%;048,quotil,10�1migactillcluct GLaM 12J31r= No Yes NO NIA 2 VrAcal Aumnum Mulim NO vote Yes WA Curnpassio Edge Fiberglass Single Door artervingloutowing; X confillusarbon) 13 m, Thonts-l'm Fiber-Clessic, and Smooth-Stuir Narmwl 7&M;O 8,quot;N-Impacilquall; Glued 12131r= Composite Edge F&sirglaaa Single, Door yeth Sidelite(s) (InsvengtOunewnrit; XO, OX or QXO No Yes No NIA configurations) 14 A lrh#�Tru Filler.Classic and Srrw)oth-SWr Nominal U039:0 SquotNo�Imp&eWOuot Glued 121310022 No yam No NIA Z Composite Edge fqbwgiM Single Door (IreavanglOutswing, X configuration) 15 o. Therma-7m Fiber-CW"c and Smooth-Sw Nornowl 8&#3Q;0&quotNon-Imfw:%quzzt Glued 121311= No Yes No N/A Octimposme Edge Fiberglass Single Door vith Sklelfro(s) (IntrMinglOu"rig. XO, OX or OXO configurations) Florida Department of Business Professional RegulatIon Poo, I off Florldis Department of Business Professional Regulation Pop 2 or 2 Florida Department! of Business Professional Regulation 16 P Thefft�TAIJ FibW.CkMiC end Smooth -Star Nominal 5001169;0 JqucmNor�impsc1;Squai Glued 12/3i/= I'lo Yam No NIA Building Codes and Staredards 14=1 Building Codes arid Standards iewmi Building Codes and Standards 3111 Composite Edge Rbwglgm Doubts Door volth or vorthicull Sidelibes (InavoinorOurtmno: )Mar O)MO conligunations) Product Approval APPIlcMIOn Detail Product Approval Application Dertsill Product Approval Application Detail 17 q. Tharms-7tru Fiber-Ohmosic, and Smooth-Mor Nominal 68030:6squot,11on-Impoictiliquot, Opaque 12/31 =2 No yes No NIA Now vim Composite Edge Plowgiams Single Door YAh Transom ONconfouration) IS I Thenna-Tru Fibo,-Cfmc arel Smacth-Stv (Instroing/Outowng; Nominal 86#30:8 lliclu"tm,Impeadquotj Opaque 12/31 No Yam No WA C&O Inthir at 2im 2U Does Panclina Now N Am Da 29LEID= 2Kt 9ft older Or RIM am bazzle"ell- C-posdo Edge Fiberglass Single Door With Scalift.(s) arid Transom (Ineviong/Oum-9: OIXO, O/OX or O/OXO conlIgurnythirs) I= ANIA.IOA xeciwc 2� 2020 Jam" Hereto buillchig Products, Inc. Q" Emil-ALIcamm, valaid as yam" mom= LAUARMImi Chad Oforolis V. Andrew Tan Joho Silveri P.E. 0IMS1021 121102020 OIJM021 AROUNd Sam drg PSC Appo MUM yHogillost Rommon 2D20 lbALgwt.,. Aisles go= 991*k" UNWIN DJAWud EALagomw Nick Tham000n Liendom F. Sahrmidt, P. r. Ryan J, King, P E o2n5=21 02nWM21 02=11121 Anamm WY"21 Aloha AMvd Mole Ys" nowasuK Raulskin 2020 W 99= lognaffAllam zmwmkLft YMWM SAM= UMAgOMW Michall Soth Raton h4amirion John W. Knotavich, PIE 12MR120" 12/171"22 12=022 AaRmag A" 0210712023 Approved 10 s, Thermit-Tru F Im-Claux; and Smoath,%&( Nominal 86003g;@ 46quot. Non-Imparelaquot Opaque 1213112022 No Yes No WA Carogai Panel Wells (9095545-8359 PE-ai"2 (352) 3V-2528 cougory, Party W.IN (330)922-2300 P"409 (613) 707-119" Camespory, Recent; iWO) 7W3411 PE-51iies Cal41T72-6224 Composite Edge Fiberglass Single Door With, "Categeryn Old.9 subcd.gw. sob thorno-Ostaidir ZIACAgonv Asph.tahlicies inslottive Sidefits(.) ori-AngtOutemoing, XO, OX or OXO Complaints Naha& Evakistion Repon tom a Com compliance Method: 2valuatten Report firorn a Co"llw" U40od: Evwuotlm ROW "in a Continuous. Head and Sill pordigunabcorel) Florid. Registered Anchnsoct we U-sod Florida Florid. Iihillishenrel AohW Or. Licensed Florida Floods RegatrodA.101fool or a U.nd Florid. 20 t 1"ho-l"Au Filber-Cluse, and Smooth.Shir Nominal SIM039i IsfuckNcri-Impocilliquot; Opaque I 2f3l/2= No Yes No NIA Professional Ehlo.. Professional Ensameme Professional End- Compoeft Edge Fiberglass Single Door with Sidelibi(s) (InsWingOutownp; XO. OX or OX0 ELSIUrA4U Preclude fmwrms phodushe FL*lBtM4WProdbm 21 u The"noTnt FrOmr.Clamak, and Smooll -Star Cont'nuous HOW and Sill configurations) Nominal S&M.8 Sclucithion-Impacillicluot Glazed IV3111= No Yes No NJA Product Need. Number w Comidirl Assurance Awavorlitortlob Approved for Use Product Doacdcdo In NVMZ outside Him nwa poo1w Resistant lenisane Quality Asurence, A,-,,,d for Use Amorgind far Use inginst 2stion Quality Aumname, Amassed for Use Activities for this mum nomm C%j C' posts, Edge Fiberglass single Door with 8-40 Product Model. Hoosier Or Manis P.OpAd gooscirloijon Come-11 Iticalrationtlet. In NVNZ OL"ch Resistant P-ns Mad�dmomNuNkwwm� Prod= Deacritemon Controd Endrellon But in HVHZ Outside KVKZ still= Premium C= Sidelte(s) pniv�4nWOvftWng; XO, OX or OXO Carnsil.ft Lee Stdiv'g lb-Il.p.efing 12011120M Yes Yes N/A WA 1 a &qjot2T&Quot soms Vent Or $did Vityl Soflk 12131=3 No Yet No N/A OAF Asphalt ROW Sh ingiss W use In F DC nw44VHZ Fiberglass reinforced 340. larmstod. 5-tob and 12AGM6 No yes NIA N/A C"N.11 Continuous Head and Sill configunimimis) 2 Herell.Pla.1; Lisp Sking 111bor-ca-01ap.lefing 12000" Yes Y. N/A WA 2 t) &W41,00smee T4AAucA. 8cyffl Vent or sold Vert,1 501 1=1=3 No Yes No WA jurisdiction% hlp#klp espholl shMilles 22 v. Thertrimi Ficer-Classic and Smooth -Star Nominoie&IM;D&qLoptNon-IMVBOI&quot Glazed 1213112022 No Yes NO NJA 3 c. 41,quot:Growbrior vInimoo SoadediuSU Sells Vent or Sold Vinyl $One 12131=3 NO Yes No WA C" 'I , Edge Fiberglass Single Dow wildir CarAp" 4 d Lquet;DSHAtiol; So" Vent or Sold Vinyl SOM 1=1=3 No Yes No NIA SCNIWKS) �qnsWA91OutxAy1ng; XO, OX a OXO Continuous HOW and $111 configuraborm) 5 Lopidt.Cherter Mkoluct; SdM Vent a Said Vinyl Sets 12tMOM3 No Y.. No WA C4411 23 vy 71heirrue-Ttil Fiber-Classilo mod Smocith-Stev Nominal fidull*,11, fliquitVNon-InipacrAquot; Opaque 12/31/2022 No yes No N/A 6 t &q.d,.guH Sp..&q,*. So% Vent Or Solid Virryl Scroll 12131=1i No Yes No NIA > cr_ Cornposite Edge Fiberglass Door Paneks with Vented Sidaliter(s) X)� XXX XXXX 2! OnoWing/Owtowng, a confegumfiams) C:6 C' = C= 24 x Therma-Tru Filitr-Classic " Smooth-Stor Ncminal 8111,111311k,() Isquothlon-Irriplactiliquot Opaque 1W1/2M No Yes No WA Hi Cc C..) "", Composite Edge Fiberglass Door Panels Wth Vented .9dollso(s) onewnglOutevying:)0� )Mor)O= ...N.natio.$) 25 y Thomnii-Tni P ber-Clessio and Smooth-Sts, Nominal 1111HRM:88,quictNon-Impackiliquat Glued 12f311=2 No Yam, 1-40 NIA C� C'nipootheEdae FIb6rgIumDocirPon6%vAth Vented in a, cc - Sidelime(a)Qnsvving/Oulzinving;X� X)O(or)0O(X ocinfillufloons) Florkle Department of Business & Professional Regulation Building ftildards, POP I or I Florids Deperalment of Business & Professional Regulation Pass I or 1 Floncle Dope rtmard of Bursomess Professional Regulation Pop I arl C, 20 z Therms-TIv Flow -Classic and Smooth -Star Nomir*ISL4M.O&QuotNon-inwct&quot Gland 12rJI12= NO Yes, No NIA Codes and Building Codes find Standards 14=1 Building Codes and Standards Composite Edge Fiberglass Door Panels Non Vented Siesdale) OnsWngtOulawing; XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 40 -cc configurations) W - M 27 n. Thrmis-Tw Fiow-Clossit, and Smooth -Star Nommal 680139;8 8,quMNon-Irroactilliquot Glazed 12J31112= No Yes No WA Composite Edge Fiberglass Single Dow with 3111113R.0 3: cc Siderises) finsimenglOutsheyng. XO. Q)(or OXO HOLD configunstems) ggdg Entity ar fti am& ON, P-d- am Intler a 2m an Dow ONIdW an 2u mu Daft Pmdm me 25 aft Th6rrrd.TmFlbor�0890cancISniooth-Star Nomtnafg&#M;B&qu3�Non-InVooMquotG[UW 12131120M No Y" No N)A V .. I- Mrem- cuntsel LabuLbjjmm laildelliM ydidw tilligglihoof ISC Actionear Astarosed Aid" I= Yjougg, Ahddu- goduk AaWUKAIV.M YdalliLk magem Oka= irhoomm asocam a" MUM, Version NkmW4dura Male BndnwAUunH $*M" lw vslwlbd aLemaw FINC, Am An mum Composite Edge FIberglame Double Door with P-4 son 2020 TAMKO Building Products LLC KOM fiden RotrorlNlaihinen JohftW.Kn%zoVh,PE IM412020 OW941020 lon?42020 17MS=20 AW-d shWs1cm 2020 L.V. Thommosar. Inc doe Thorman Architectural Tony Christman Zachary R. Prime Slmn M Urch, PE can TrAm 09118no2c DRAM020 17/1 51=20 Appeued leti-A.I. 2070 Fields Mesa PROduch, Inc. Clark Jon$$ James L Shucker P E.Q St~ M UrIch PE DQa7rA2O (19426,1020 10HM02O 12maIA20 AW-.d 44, 3&039.0 8idelites (InswinefOubirming; OMO configuration) Calogay; Placing (411) 024-6"4 PE-50166 i954)772-6224 MartatComporty(TAMCO) (6131248-34M P&74021 f?M31r.9454 castwIn Roofing 1904) 783-6400 CHUCK engineering (717) 317-0454 20 Thotm*Tru Fiber-Cloosic and Smooth -Star Nominal 8110131 dquo�Non-Inmoftuct Glazed 1=11/2= No yes No N/A OACtsifamr. Undelry-r" k-_je1sAQI-ko- CWAQW. Roofing "Catogirry: Roofing Accessories that are an tortidoontiftirounnacorn 8�1IC41.locur. Roong Access". that om Almost Part ofthe Roolingslytherm clorkilliffamettoorn Pr.31242 to Composite Edge Fiberg law Is Dow with 3&#VD -qcw*s) ix1t, Ox Or OXO Compliance Method: Evaluation Report Von a Florida R.Wid-dArehitotor. U-sed France Inumemil Pam orthe slaoing system Cornpilance Method; Evaluation Roportlient. confiliumb Prol-al Engineer CMittleance Nothoft E�slusllcn Roport sent a Add& Regualmned A�chftmtfl or a Ucemsed Florida Florida R"IstaiNdArclutect w a Uctinud Florida Prolmichal Fnginwr 30 rd. Thernice-Tru Fiber4:lwsic and Smocth�ftr Nominal 894A;0squot:Non-Impaa*uM Glazed 12131t= Composite lidge Fiberglass Double Dow with No yes No NIA FL*iln"tftducb Professional Engin4er 0 0 Sidsilles (InevyIng/OutsAing j OXXO QWIIAm� MEMUKUli A=-,d He, Use kwag nomm configuration) lal P�dwtModvl.NmbmwN� Product Ossarliefion COrAFWt&WkaUMDAt In HVHZ outside 11M Resistant Anoroved far Use Agaravad far Use its= 2tft 31 so Thahmo-Tru Fibor.CA@Mc end Smocith-Smar Noninel 70 11,quathlon-Impoolliquak Shako 12510022 Sense Composite Edge Glazed Fiberglass Single No Yam No NIA 1 TAMKO Rod Underlifyintionts (HVHZ) Rocitu,doilayntert. Her In F SC HVI�q OSIM023 Yes No NIA WA andint Assurance Asterrowelf"Llso Approved for Use UM 2aft 1. Hintz Marseille HyKZ Z!ft P--. Door Win or Wthout 19#30:2.9delb(s) pnoWrig(Oulowing, X OK XO of ONO contigurationa) 2 TAMIKO, Rod Undsolatimem, (NON44Ma) helsolocens. Roal.mdoday.-I, for in F SC no,44VI,12 08F2912023 No Yes N/A NAA 1 F01='V`sn1 with 60* itir Tim Product Macmillan WA= whose HIM 20 HIL dde rOCfV*WWW Wft b&Mt OM/20M Yes Yes Aid" NIA Emion WA 3 CaLRII dt-Vo At quot: a Her pftod roft Weemotil 12/31=24 NO Yes fire. 0 (25, Aluminum WA jurl9cralona 2 3 TAMCO Gooseneck Vote TAMCO Off-Rictis Roof Vent wft Better 200. QM/2= No Yes 20 Pa. side roo(vemblator with integrated bark 0011)(1/2020 Y" Yes NIA NIA -9�52.5 WA 4 TAMCC, Round Top Off-Riclao Vent YM 80% for Tile 26 QL made roofv*OWa with basic 0000842M Yes Yes N/A WA Florida Department of Business and Professional Regulation Florida Do pirtfirfortirt of Buslihodis Professional Regulation Poo. i of I Florida Department of Sualnedys, & Professional Regulation Per i ors Florichm Department of Business & Professional Regulation Page I off Building Codes and Star4ards 1171=1 Building Codes and Standards V712021 Building Codes and Standards 3*2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approvoll Application Destall R awmm ",R I "I F 11111 SAW §1 NONNI 'i =9-10 VIM M= R-N- raft zow stmamwm 2M L-A. arm am 2& Dab Ponelm ra][1111 lawalffAlwm xmwdum kad" AMM Fee A-unnm KOM- Jolley Jon- L. B.d-., P-E Sleven M. 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Roofing Tires coingillonam 1041hod: Eireludich Raw fiem a Product !!�Iumtlion Entity m memoceagry: a.. Panels Camlkmo Ow E�Wudloe ROW tort, a 11-own-ralip"ot'. An Category: Roofing S954233133OSrrialpertCpolyglass.com Robert Niermirman Knezevich, PE AMOLZIL Florida Registered Architect u a Licensed Florida Floxi. RogrobarsdArchloot We Licensed Florldo ProAtimesional Engineer subcategory: Undedayments PE-59166 (954) 772-6224 11/01/2020 PLIM721ZMPf,&,M Prossmislonst Enornwo FLAMUMM2 Produces QUWNw Asurano Aloologiagailift Appmod for Use mm 29ft PL#1607"4 produces Compliance Method: OtimMAsknmt Approved for Use Approved for Jois impect Damicer ftA Is MUULKAIM ift�ft. sot Old HIM Lolud codomof EdMi-od, Ift HIANZ Outside KVKZ et Oft- Co sob= Emma Quelft A-,- A-minand far Use Ansvionx! fm Use k=NL 22= sox., -v .6te, eviln cello - 17451=0 No Yes NIA NJA Asa UQAULKQOLJBU&KALOU &96EL2&laMo caawLimmobnalk kx= 2wgdLtom sigAmt WHOM Evaluation Report from a Florida Registered A= I EMAELBMNLDAMEALMM Doclk-Ak� DA-4 & TRIkEludt Dw*.Ajr DA-4 naamLpwamo 99wadAmiaLKLam 111i 291s19Ld1&1 Los P.N., POhepnpy1oA. Pastic. Roof V.t 112/10=5 No Yes Bow" ter -rums No -97.647.5 17 Th" lumnip; "pace gamy SM - Siste. sholke Asmit: son Shako Flat Polls - Stockmen. CA 12131R02D No Yes N/A NIA 1 2c Gage Gel"Alow! 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March 6, 2023 PA 10 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWrMl) For direct Ink% to all SST Approvals Rated below, CLICK HERF For additional Information regarding FlwdWs Statewide Procluct Approval System Mo Memi-Dede County Notice or Aweldcance (NOA), CUCK HERE EL921ALU AW Product Model, Numberor Name Product Description I Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FLN95WRO AS" Product Descriallon I SDI 01 12DOB Outdoor Accents Connector Screw 2 SD91 12, SD9212. S01 0112, S01 0212 Strong -Drive SD Connector Screw 3 SD9112SS. SDO212SS Svong-Drwo SID Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700. SDCF22858, SDCF221014. Slong-Drive SDCP Timber-CF Screw SDCF221134, SDCF221334. SDCF271915�8, SDCF272358 5 SDCP22434. SDCP22512. SDCP22614. SDCP22700, SDCP22&r)8. SDCP22912. Strong -Drive SDCP Timber-CP Screw SDCP221100. SDCP221134, SDCP2714OU 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive, SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS26212. S13626300, SDS26312, SDS25412. Soong-Orrve SDS Heavy -Duty Connector Screw SDS25500 SDS25000, SOS258M 6 SOS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS SOS25312SS Strong-Orrve SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDiAIF2724, SDWF2726, SDWF2730 Strong -Drive SDWF F loor-to-Floor Screw F1.01110007-111111111 fill Product Model, Number or Name Product Description I ATR318, ATRi/Z ATRS/8. ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14. ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2, BPI/2-3, SP518-2, BP518-3, BP3f4, BP3/4-3, BFIRTL03-4 Bearing Plates 4 CNW318, CNWIt2, CNW5/8, CNW3/4. CNWS/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUM, CTUDS5, CTUDS6. CTUD75, CTUD70, CTUD77, CTUD87, CTUD88. CTUDOT Coupling Take -Up Device CTUDQ6. CTUD99 6 N3, 1,114, 1,15� N6 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5. RTUDO, RTUD7, RTUDS Raftheting Take -Up Device 8 TUDQ, TUDIO Tolka-Up Device 9 TUVV38 Take -Up Washer 10 URS3 3111" Uplift Rod Run Tiodown System 11 URS4 1/2" Uplift Rod Run Tiodown System 12 URSS 5/8" Uplift Rod Run Tiodown System 13 URSO 3/4" Uplift Rod Run Tiedown System FI-9110441-11till AW Product Model, Number or Name Product D110110fitittan I DTT2 Hold-down 2 HDC10/4, HDC10r22 Hold-down 3 HDO8, HH0Q1 11, HHDO14 Hold-down 4 HOU2, HDU4 HDU5 HDU8, HOU 11, HDU1 4 Hold-down 5 HPA28, HPA35 Sirralp4tyle purfin anchor a LSTHDS LSTHD8RJ Str2p-styke hold-clorwr 7 MASA,MASAP Foundation anchor soap 8 MPAI32, MPAI" Strap -style purlin anchor 9 PAIS, PA23, PA28, PA35, PA51, PA68 Stralp-stylie puffin anchor 10 PA118. PAI23, PA128 PA135 Shrap-style purlin anchor 11 STHD1 0, STHD1 0RJ1 Stop -style hold-down 12 STHD14. STHD14RJ Strap -style hold -dawn Ez= M= Simpson Strong -Tie 2020 F13C Approved Products Updated 12r.W2020 For drect Inks toall 8811approvelsistaid below, CLICK HERE Far additional information regarding Florida's Statewide Product Approval System and Maini-Dide County Notice of Acceptance (NOA), CLICK HERE, 21 LIB series hangers Top flange hangers available in width of 1 -9/1 V'and heights ranging from 6-3/8" to 1 22 LBAZ series hangers Top flange hangers available in width of 1 -9/1 V'and heights ranging from QV1 V'tD 13-1/8" 23 LEG3, LEG$, LEG7 series hangers Top flange hangers available in wdths ranging from 3-114" to 0- 7/8" and heights ranging from 9" to 33-1r2' 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangers available in vAdthe ranging from 1 -911e" to 5- lffi" and heights ranging from 9-1/4!'to 24' 26 PF, PFO, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3,V8" to 7-118" 27 FIR Ridge rafter connector 28 WP sales hangers Top flange hangers available in welthe ranging from 1 -9/1 V'to 7- 118" and heights ranging 9-114"to 32'. fLiM 0860,R5 AW Prod uct Madid, Nurn bar or Name I ABA44. ABA44R, ABA40, ABA46R, AaA80. ABA08R 2 ABU44, ABU44R, ABU46, ABU46R. ABU5-5, ABU54 ABU65. ABU66r ABU66R, ABU88. ABU88R,A8U1010,ABUi010R ABU1212.ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z. ABW48RZ, ABW66Z, ABW68RZ, ABW7-7 4 AC4, A04R. ACE4, ACS. ACOR, ACE8 6 BC4. BC46, SC4R, BC6. BCeR, BC8. BCS2-214, BCS2-310 8 C1344, CB48, CUB, CB68, CB88 7 C@SQ44-SDS2, CBS046-SDS2. CBSQWSDS2. CBS086-SDS2, CM88-SM 8 CC, eCC, EOCU Series 9 CCO-SDS2.5, ECCQSDS2 5 Sense 10 CPT44Z, CPT88Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPS47 13 LCB44, LCBee 14 LPC4Z,LPCOZ is Mpe"Z, MPSM, MPS88Z 16 PB44, P844R, P846, PBS6, PB66R 17 PBS"A, PBS46. PBS88 is PBV6,PBV10 19 PC44-18, PC46-18, PC46-16, PCO4.16, PC85-16 EPC44-18 EPC416-18, EPC48-16, EPC84-18, EPC88-18 20 PC4Z. PC4RZ, PCSZ, PCSRZ, PG8Z, PC8RZ EPC4Z, EPC4RZ, Epcez, EPC6RZ. EPC8Z, EPC8RZ 21 PPB"-4Z. PPB4"Z 22 RPBZ FL*lQe66-R5 As" dol. Number or Name I FJA, FSA 2 FRFP 3 GH40-6. 01146-8, GH486, GH48-8, GH41 04 31-14104 GH66-6. GHW8. GI-168-6,01-IM 8, GH81 0-6, CH610-8 4 GLB5A. GL85B, GLB5C. GLB60, GLB7A, GLB78. GLB7C, GLB7D 5 GLBT512, GBILT612, GUBT518, GBLT816, GLBT520, GBLTS20 6 HGLBA. HGLBB, HGLBC, HGLBD 7 HGT.2, HGT-3, HGT-4 8 UFPI"DS3 9 URFIP Product DescriUM Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Bass Embedded Column Bass Bolted column ca" with W1 ranging from 3.1)4" to 9-117 and W2 ranging from 3-5/8" to 7-1/2" Screwed oolumn caps with W1 ranging from 3-1/4" to 9-1/7'and W2 ranging from 3-5YS" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Poo Bass Embedded Post Base Round Post Base Post Cap Post Cap PostBase Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plato Girder Hanger Glularm Bearing Plate Glulann Bearing Pets Heavy G[uWm Bearing Plate Heavy Girder 7'eclown Universal Foundation Plate Universal Retrofit Foundation Plads Simpson Strong -Tie A-020 FBC Approved Products Updated 12r3O/2O2O For drect Inks to ell SST approvals listed below, CLICK HER For additional Infornrabon regarding Florida's Otatowide Product Approval System and Marri4)ade County Notice of Acceptance (NOA), Fj_#I 044&R6 JW Product Model, Number or Name Product Description I A21. A23, A33. A34. A36, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAO Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB86R, APBU, APBWR. AP61 010. APB1 01 DR, APVB44, Outdoor Accents Post a" APVB44R, APVB66. APVB86R, APV888, APVB88R, APVB1010, APVB1010R 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVL)JT2R-4, APVDJT2-6. Outdoor Accents Dock Joist Ties APVDJT2R .8 5 APHH46, APHH46R, APHH010, APHHOIOR Outdoor Accents Heavy Hanger 8 APL4. APLO, APT4, APTS, APVL4, APVLC, AFVT4. APVTO Outdoor Accents L and T Beam-to-Colurrin Ties 7 APLH24. APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z, CJTOZ Concealed Joist Ties 11 DJT14 Deck Jost Tie 12 DS Dry Wall Stop 13 FC4 FCS Framing Clips 14 FWANIZ Foundation Wall Angles 15 GAI GA2 Gusset Angles 18 H2A, H2.5T, H8. H10A.2, H10S, H14, HGAI0 Hurricane Ties 17 HCJTZ Heavy Concealed JostTio 18 HH4, HH8 Header Hangers 12 KBS1Z Knee -Brace Stabilizer 20 L30,1_50,1_70.L90 Angles 21 LCE4 Post Cap 22 LS30, 1_850, LS70, LSOO Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2eLZ, LSW26RZ. LSSJ2SLZ. LSSJ28RZ. LSSJ21OLZ, L$SJ21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2 37, LSSRZ56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skeyvable Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, M1_24Z, ML28Z, ML28Z. ML21OZ Angles 28 MMH8 Root Tie-Qown 29 MMHC Hinged Roof Connector 30 MMILU26, MMLU26-2, MMILU28, MMLU28-2, MMLU210. MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC RBCP Root Boundary Clips 32 RST-3 Root Tie -Down 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 34 STC STCT.DTC HTC4 TrussClips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FLOI 0447-RS Sag 9 Prodwot Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3. DSC2L-SOS3, DSC5R-SDS3. DSC5L-SDS:3 3 GBC 4 HCPI.81, HCP2, HCP4 5 11 HHRC42. HHRC42-2. HHRC411 81, HHRC", HHRCS.2M.25. HHRC5 3713 12, HHRC86 a HRC1.81, HR= 7 LRU26, LRU28, LRU210, LRU212 8 LSU26. LSSU28. LSSU210 9 TBE4. TBE6 10 TC24 TC26. TC28 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, TRA41 8, THAC418, THA422. THAC422 THA426 THA422-2, THA428-2 12 THAI 1 �81/22, THAl2.06M, THAl2.1122. THA1222, THAI322, THA13522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SOS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25. VPA3, VPA35, VPA4 18 VTCR 1MZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12P&2020 For direct Inks to of SST approvals listed below, CLICK HER E For additional information regarding Florl Statewide Product Approval System and MaM43ade County NoWe of Acceptance (NOA), CLICK HERE FL#10456-R5 III" Product Model, Number or Name Product Description 1 BT,BTB,BTH BriolkTies 2 CMST12, CMST14, CMSTC16 Coied Soaps 3 CS14. CS16, CS18, CS20, CS22 Coiled Straps 4 CSHPIS, CSHP20 Coiled Straps 6 CTS218 Comprossion/Tonsion Strap 6 DSP, SS:P;TSP Stud to Plate be 7 HI. HIOA, H2.5A, H3. H6, H7Z. Hle, HIOS. H10-2. H18-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tied~ P HS24 Hurricane Tie 10 HSS2.$DSI 5. HSS2-2-SDS3. HSS2.3-SDS3. HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3. HST5, HSTO Straight Straps 12 HTS16, HTS20. HTS24. HTS28, HTS30. HTS30C Heavy Twat Strap 13 HTS01 6KTZ. HTS02CKTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps 10 LST149, LST173 Straight Straps 17 11 LTB40 Bridging 18 LTS12, LTS16. LTS18, LTS20 Light Twat Strap 19 MGT Medium Girder Todown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA16. MSTA18, MSTA21. MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps 22 MSTC28, MSTC40. M5TC52. MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTCW&3 Pre -Bent Straps 24 MSTI20, MSTI36, MSTI48. MSTISO, MST172 Straight Straps 25 MTS12, MTS10, MTS18, MTS20, MTS24C, MTS30, MTS30C ModlunriTwistStrop 26 NCA2x10-12, NICA2x12-12, NCA2x8-16, NCA200-16, NCA202-18 Bridging 27 RCWB12, RCW814 Wall Bracing 2S RPS18. RIPS22. RPS28 Repair Plate Strap 20, RSP4 Stud to Plate Connector 30 SPI, SP2. SP4, SP6. SPO Stud Platis Tie 31 SPH4. SPHO, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 STS, ST12, ST18 ST22, ST292, ST2122, ST21 15 ST2215, ST8215, ST0224. ST6230 Straight Straps 34 T820, TB27. TB30. TB3S, T1342, TB48. TB54. TB66 TB60 Tension Bridging 35 TWBIQ TW812, TWI314 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiodawri 37 W8108, W8100C, WB126, VR`126C, W6143C Wall Bracing 75-115-11-Y IN Product Dwrlptlon 1 CBH2.37x5.5, C9H2.37x7 813, CBH2.374.75 Adjustable Hip -End Connector 2 OU, DHU, DH UTF series hangers Dnag Strut Connecic rs Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5,50-SOS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25. Heavy Hip to Rdge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Carl nector Rafter Hanger 5 HHGU5.2"DS, HHGU5 50-SDS, HHGU5 62-SDS, HHGU7.CMDS HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUO.00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, H HUS210-2, HHUS46, HHUS48, HHUS41 0, H HUS5.5011 0, Truss Clip HHUS7�25110 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC safes hangers Adjustable Truss Hanger Sized for WOM Skewed Truss Hanger Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors ValleyTiussClip 10 HU001.8119-SDS, HU001.81/11-SDS, HUCO210-2-SDS. HUCO210-3-SOS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412-SDS, HUC05 261O-SDS� HUC05 25MI-SDS, HUCCI6110- SDS, HUC0612-SDS Simpson Strong -Tie 2020 F13C Approved Products Updated 12r"2020 Far cilrect Inks tooll SST approvalsisted below, CLICK HERE For additional information regarding Florda'sStakwide Product Approval System and Marni-Dade County Notice ofAcceptance (NOA), i6iMM. FL#I 14WR5 §2" ProdUat Model. Nurn ber or Name Product Description I HHUS210.3, HHUS210-4 Joist Hanger 2 HRS6, HRS8. HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SOS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGI3114 Joist Hanger 5 THGQ2-SDS3, THGQ3SDS4.5. THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hangar 6 THGW3-3. THOW34 THGW4-3. THGW4A Joist Hanger FL911473-RS JW Product Model, Number or Name Product Descriation I DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofirt Anchor 3 H16, H10S, H18-2. H18-2S HurricaneTie 4 HETA12, HETA16, HETA20. HETA24, HETA40 Embedded Truss Anchor 5 HETAL12. HETAL16, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2 5. LGT4.SDS3 Girder Tedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, MFrA20, META24, META40 Embedded Truss Anchor I I MSTAM24. MSTAWO, MSTCM40, MSTCM60 Stop Tie for Masonry 12 MT5M16, MTSM20, HTSM16, HTSN120 Twist Strap for Masonry FLIM 11496-115 OdLU Product Model, Number or Name Product Description 1 DTTIZ Dock Tension Tie 2 HD12, HD19 Baited Holdowns 3 HQ35, HD513, HD711 HD98 Borted Holdowns 4 HTT4, H775,14TT5-3/4 Tension Ties 5 LTTIQ. LTT208, LTT131 Light Tension Ties FL#I 311in-go §2" Product Model. Nurn bar or Name Product Defocriation 1 SBWbx24, SB7/8x24, SB1x30 SB Anchor Boft 2 SSTBI 6. SST820, SSTB24. SSTB28, SSTB34, SSTBM, SSTB1 OIL, W820L, SSTB24L, SKB Anchor Bob SSTB28L 1`11.1111138n-R,11 W X Product Nodal. Number or Name I CMST12, CMST14, CMSTC16, CS14, CS16, CS18, C820, OS22 2 HRS6 HRS8. HRS12. FHAS, FHA9, FHAl2, FHA19, PHA24 FHA30, MSTIZS, MST136, MST148: MSTISC, MST172, S/MST27, SIMST37, SIMST48 3 HTS16, HTS20, II HTS28: HTS30, HTS30C 4 LSTA30, LSTA30, I-ST149, LST173, li MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2116, ST2215 e LSUSH3.25, SUBH3 25; MSUBH3.25 7 LTP5 8 LTS12, LTS11e, LTS18. LTS'20 9 MSTA30, MSTA36. ST6215, ST(5224� STQ, ST12. ST18, ST22, MSTC28. MSTC40, MSTC52 10 MSTOe8, MSTC78, ST823e 11 MTS1 2, MTS1 8, MTS1 8 MTS20. MTS30, MTS24C, MT830C 12 S61.56, SFB1,81. SIB2.06, S/B2.37. SIB2,56, S/132.68. S/83.12, SiM.56, SM,02, VB4.06, Sffi4.12, S/B4.28. S/B4.75, S85.50 13 SSA2.12/8. SIBA2.12/1 0. S/BA2A 212, SfBA2.112/14. S/BA4.1 atfl, SGA4.18/1 0, SfBA4.18112, S/BA4.18/14 14 SfH1A 15 S/HD8S, SrH08B, S/HE)10S: Sirl-10108. S(HDISS, S/110158 10 S/HDU4, SJHDUS. &HDUQ, S?HDU11 17 SIXT, S/HJCT Product Description Coiled Soaps Straps 97 mil (12 go) Heavy Twst Straps Soaps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plato Light Twist Straps Step 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurrican a Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Foos -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/1 8"to Mill S" and heights ranging from O-IiS" to 2345116". Face -mount hangers Face -mount hangers available in widths ranging from 1.518'tD 7. 3f8" and heights ranging from 5-6116'to 12-718". Face -mount hangers Face -mount hangers Skewed face-nnount hangers available in widths ranging from 3- 118" to 6-1/8" and heights ranging from 4-314" to 15-314". Concealed flange version (HSURC, HSULC) available for all double 2)(and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in Wdths ranging from 11-9/18"to 7- 1/2" and heights ranging from 2-7/8" to 19-114". Concealed flange version (HUC) available for all models having width equal to or greater then 2-0/16" F2ce-mount hangers my"i I Simpson Strong -Tie 2020 F13C Approved Products Updated 1Z3(Z2020 For direct Inks to all SST approvals listed below, CLICK HERE Far additional information regarding Florida's Statewide Product Approval System and Mam4)ade County Notice of Acceptance (NOA), CLICK HERE, 18 SILBV1,50, SILBV1.81, SILBV2,oe, SfLBV2.37, SfLBV2.56. StLBV2.68, SfLBV3,12, Top Flange Joist Hangers SILBV3 56, SILBV3.62. VLBV4.oe SfLBV4 12, Sit-EiV4.26, SILBV4.76 StLBVS.60 19 5/LTT20, S/QTT2Z, S+rFT14, HTT4, HTT5 Holdowns 20 S/MST80, SIMST72 Straps 1 is mil (110 go) 21 SP4. SPO Stud Plate, T is* 22 SSP: DSP, TSP Stud Plate Ties 23 STC. DTC Truss Clip 24 TBD22 Truss grace Diagonal 25 TJC37 Truss Jack Connector FL#1 3904-R6 JW Product kffiva= 1 OCCING 52-SDSHDG, CCOM4.82-SDSHOG. CCQM5.50-S0SHDG, CCTQM3.02-SDSG, CCTOM4.82-SDSG. CCTOMS.50-SOSO, CCCQfM 82.SDSG: CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G4<T, ECCLQM4.62G-KT. ECCLOM5.50G-KT, ECCLLOMD3.62G-KT. ECCLLOMD4,M-KT. ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.820- KT, ECC LRQMD5 .50G-KT 3 HGUM5.25. HOUM5.50, HGUM7 00, HGUW 25. HGUM9 00 4 LGUM26-2, LGUM26-3. LGUM264, LGUM28.2. LGUM28-3, LGUM28-4, LGUM210-2, LCUM210.3, LGIUM2`10-4, LGUM46, LGUM48. LGUM410 5 MBHA3.12/9 25, MBHA3.12fll .25, MBHA3-5W.25, MBHA3.5619.25, MBHA3.56/11.25. MBHA3.56111 88, MBHA3.56114, MSHA3.56116, MBHA3.56tI8, MBHA5.5Cf7 25. MBHAS.50/9.25, MBHAS.50/11 25, MBHA5-50il 188. MBHA5 5CY14, MBHA5 50f18. MBHA5.50/16 6 MSHU3.50/9.25, MBHU3.56111.25, MBHU3.56111,88, MBHU3.56114, MBHU3.6611e, MBHU3 56/18. MBHU5 5019.25. MBHU5 W1 1 25, M13HU5.61Y11.88. MBHU&60/14, MSHU5,50116. MBHU5.50/18 FL#13975-Rg Sag X Product Model, Number or Name I SDW22300, SDW22338, SDW22438, SDW22468, SOW22800, SDW22000, SOW22638, SDW22834 2 SDWC15450. SDWCI5800 3 SDWHlD=DB, SDWH1O400DB, SDWHIPOWDB, SDWH19800DB, SDWH1D1000DB 4 SDWH274ODG. SOWH27500G. SDWH27800G, SDWH2710DDG, SDWH2712DOG 5 SDWS16212, SDWSI 6300, SDWS1 6312, SDWS1 6400 a SDWS19800, SDWS1 9712, SDVVS224()D.SDWS22500 SOWS22512, SDWS220W. SDW=800, SDWS22900, SOOS221 000, SMNS221 100, SDWS221200, SDWS221500 7 SDWS=3001)8. SOWS2240013B. SDWS225GODB. SDWS2200ODB, SDWS22800DB, SDWS221 000DB 8 SDWS223120BB, SDWS22512DBB 9 5DWS27300SS, SDWS27400SS. SDWS2750OSS, SDWS27600SS, SDWS2780OSS, SDWS271CODSS. SOWS2712DOSS 10 SOWV13400 11 STN22 FL#10363-R3 ,&Lff Product Model, NuMber or Narrit 1 AS 18, AS 18S5, AS I SSO 2 AS 20HS 3 AS-20 4 ASHP FIL015730-114 KW Product Model. Number orNarns I Fr -HP 2 GAC. GDP, GDPM-50, GDPM-75, GOPM-100, GOPS, GW-50. GW-76. OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PINIWR PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PMHA4 4 SEr-3G Product Description Masonry Pier Caps Mawnry Pier Caps Heavy Masonry Hangers Masonry Beam Hangom Masonry Top Flange Beam Hangers masonry Beam Hangers Product Dialavdiiifila Strong -Drive SDW EVVP-PILY and TRUSS -PLY Sorews Strong-DrIve SDWC TRUSS Screw Strong -Drive 8DWH TIMBER-HEXSorevv Sbong-DriveSDWH TIMBER-HEXHDG Screw Sirong-Drive SDWS FRAMING Screw Strong-DrWis SDWS TIMBER Screw (Interior Grade) Soong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 21) ga. High Strength Truss Plate 20 go Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners end assisim bliss Powder -actuated fasteners. threaded studs, and assemblies Ad heWe Anchor for concrete noSimpson Strong -Tie 2020 FBC Approved Products For direet Inks to all SST approval% listed below, CLICK HERE For suldillonal Information regarding Flarldns Statewide Product Approval System and MArri-Dade County Updated 12r4012020 Notice of Acceptance (NOA), GLICK NgR I I HUS, HUSC series hargens Face -mount hangers available In widths ranging from 1-5/8to 3. Qf16" and heights ranging from 4-5116"to 11". Concealed flange version (HUSC) available for models having vMth equal to or greater then 3-9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718"to 3- 518" and heights ranging from 9-1X'to 16' 13 LGU3.25-SDS, LGU3.MSDS, LGU5.25-SDS Face -mount hangers 14 U.124, LU25, LU28, LU210 Face -mount hangers 15 LII LUC21 OZ Face -mount hangers 16 LIUS so ries hangers Face -mount hangers available in Wdths ranging from 1-0116"to 4- 5/8" and heights ranging from 3" to 1 0ASM6' 17 MGU3.63-SOS, MGU5.25-SDS, MGU5.60-SDS. MGU6.62-50S, MGU7.00-SOS Face -mount hangers 18 MILI series hangers Face -mount hangers available in wdths ranging from 11.9116�'to 5- 1/8" and heights ranging from 6-15116' to 19 MUS26. MUS28 Face -mount hangers 20 SUR. SUL. SURC. SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/10" to 3-9/16'and heights ranging from 3-1 irl Wto 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly iscurls flange is concealed. 21 U series hangers Face -mount hangers available in widths to ngiriq from 1 -911 V'to Wand heights ranging from 2-5/8"to 1 I.IW' FLXI M7-R6 AW Product Model, Number or Name ProductDosoflattan I BA series hangers Top flange hangers available in widths ranging from 1 -9116" to 7- 1/8" and heights ranging from 7-115" to W', 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-US"lo 7- 1/8" and heights ranging from O-1X' to 24". 3 DGF series hangers Top flange hangers available in wdthe ranging from 1 -IrZ'to 3- SJ8" and heights ranging from 7-1/4" to 24", 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 5ftl" and heights ranging from 9-114:'Io 24- 5 W5, EG7. EG9 sores hangers Top flange hangers available in widthe ranging from 5-1/4" to 8- 7/8" and heights ranging from 11 " to 32-1/7'. 6 EGQ series hangers Top flange hangers available in vAdths ranging from 3-61&'Io 7- 1/4" and heights ranging from 11 -1/4" to 37' 7 GLS series hangers Saddle hangers available in wicil ranging from 3-1/4" to 8.7/9' and heights rang" from 8-1/2" to 28!'. 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available In Width* ranging from 1 -9/16"to 7- 1/2" and heights ranging from 8" to 3W 10 HGLS series hangers Saddle hangers available in wdths ranging from 5-1/4" to 8-716' and heights ranging from 10�112'to 26'. 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1 tZ'lo 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7. 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in wcIths ranging from 2-5116'to 3. 9/18" and heights ranging from 18"Ito 26' 14 HUSTF series hangers Top flange joist hangers available inwidths ranging from 3-1/8" to 3-9116' and heights ranging from 5-318" to 13-1/6' 15 HUTF. HUCTIF series hangers Top flange hangers available in widths ranging from 1 -9116'to 5- 1/2" and heights ranging from 3-7/lEr'lic, 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 widthis ranging from 1 -9116" to 7- 1/8" and heights ranging from 5-3/15'to 26' 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-91116"to 7- 1/2" and heights ranging from 5,V8"tv 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9118"to 3- 5f8" and heights ranging from 9-1t&' to 16'. 19 JF3 series hangers Top flange hangers available in width of 1 .911 6'and heights ranging from 5-3/8" to 7.114" 20 JBA series hangers Top flange hangers available in width of 1 .911 6'and heights ranging from 9-3/1&'to 13-1/8" Simpson Strong -Tie 2020 F13C Approved Products Updated 1250=0 For drool Inks to all SST approval& listed below, CLICK HER For additional informstan regarding Flondas Statewide Product Approval SysteZ end ftni-Dade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete a Strang -Bolt 2 (STB2, STB24SS, STB2-6SS) 61roing-Soft 2 Wedge Anchor for concrete available In carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THDHMG, THD.H4SS, THD-HOSS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLO16MRS 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD.HSSS, THD-CS6SS) 7 Titan Turbo (TNT) FLVI M7-R3 'WU PrOdUCt lOdOI.NuMbOrorN&Mo 1 X348101"K,XIS1016,XI81018-4YXQISI018,XQlB1016.4K 2 XLQ1 1 4T1 224, XLQ 1 1491224.2K 3 XMQ114S1224.XMQ114B1224-2K 4 X0114Sl224.XQ114BI224-2,5KX114Sl224,XQil2Sl224�X011281224-2K 5 XU34S1016, XJ34BI016-SK FL#35220-RO lag 1 SIC 3.5 SSC640, DSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47.5. FCB49.5, FCB411 5 3 FF`HSD34S1015, FPHSD3481018, FPHS034B101a-5K. FPHSD34S1214, FPHS034B1214, FPHSD34B1214-5K 4 LSFC2_25. LSFr,4,25, LSFCO.25, SFC2,25. SFC4 25, SFC6.25 5 I'S 4,25,LSSCO.25,SSC225.SSC4.25.SSC6,25.MSSC2.25,MSSC4.25.MSSC6.26, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S RCKW6.6S 7 SCB43.5, SOB45.5, SOB47 5,SCB49 5. SCS4111.5, MSCS45-5, MSCB475 8 SCS32-W, SCS82-5/97. SCS02-511 18, SCS82-5/118 9 SCVV3 25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 11 SS83.618 12 XLSH3481414, XLSH7881414 13 XQ1S1018, XQIBIC16-4K, XQ1S1214 XQIB1214-3 5K, X07881224, X07881224-3K, XQ114S1224, X0114BI224-2 5K. XQ1 12S1224, XQ112B1224-2K.)04B`l018.5K XIS11018. XIS1010-4K, XIS1214. X`181214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET.HP Epoxy Adhesive for masonry SET-XP High�Strangth Epoxy Adhesive for masonry Strong -Bch 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty, ScrawAnchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Pmduct Description #10-18 Strong-Dirve X Metal Self -Drilling, Topping Screws with 03 Drill Point 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal W-Drilling, Topping Screws wft #6 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Topping Screws with 06 Drill Point #10-10 Strong -Drive XU Motel Self -Drilling. Topping Screv%s with #1 Drill Point Product Description Bypass From ing Drift Strut Connector Bypass Framing Ftire"lip Connector WC-18 and #12-14 Striong-Drive FPHSO Framing-to-CFS Self Drilling. Tapping Screws Steel Framing Con noctid r Sinai Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Con noclor Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slicle-Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18412-14 and #12-24 Strong- Drive X Metal Sell Tapping Scris" Cn > 2 0 0 CM CU 0 -0 -@Z Cn C CD =3 -0 CU 0 -CU -0 (n 0 = 16- 0 5. _C) a CU = 0 .0 0 CU > Cn CD Cn E CU 0 1E ICU .0 110- . EE C'n ca. < FAA Cn r4 9= =3 ""0 0 > C2 cm CL C= no Co >< LA_ CA M C= w = C-4 in c= ra CL. CD CD E L3 8 Cn co 0 all ICU M ICU LLJ Z Z SHEET NO, PA 13 MIAMI- 1nAW-D"ECOUW1Y mm PRODUCTCONTROL SECIMON 11905 SW 26 Sve@L Ro=202 DEPARTMENTOF REGUIATORYAND ECaNOAUC RESOURCES XM) Mom Flonda 33175-2474 SGARD AND C ODE ADMMUSTRATION. DIVMON T(736)315-2590 F(M)315-2599 NOTICE OF ACCEPTANCE (N.OA) PGT Industries, Inc. 1070 Technology Diive, NorthVenice, FL 34275 SCOPE: This NOA is being issued under the applicablerules andregulations governing the use of constructionmatetials. Mr documentation submitted has beenreviewed and accepted byMiami-Dade CountyRER -Product Control Section to be und mNIiiiinil)ade Couaty ud odicrucas where allQwidby the Autohty Hmriagluzis�tion (AHJ). This NOA shalluotbe valid afterthe expin� dale statedbelow. Ile Nfiami-Dade County Product Control Section (In MwmDade County) andiorthe AH] (in areas other dianNfiamiDade Cmwy) reserve the right to have this product or material testedfic quality assurancepuqx)ses. If1his produd ormaterial fails to perform in the accepted manner, thema&cturer will incurthe expense of suchtesting andthe AHJ may immediatelym, oke- modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance., if it is determined byNaami-Dade CountyProduct Control Section that this product or material fails to meet the requirements of the applicable budding code - This product is apprcnvd as described hezein and has been de5igped to comply widL die Florida Budding Code, including the High Velocity Hurricane Zow DESC.RIMON: Series "5A_ 761770" VinylSfiding Gla ss Door (Reinforced) w1wo 902 & I0 corners-LM1. .UTROVAL DOCIMLN-T: Drawing No. AID-5.570.0 RevB, titled"Vnryl Shding Glass DoorNOA(M'-, shem I through 21 of 21.preparedbymanubetuser. dated lW05,115 and Lastrevised an 0101/21, signed and sealed by A. Lynn Miler, P.E.. bearing the Ifiami-Dade CountyProduct Control Revston stamp with the Notice of Acceptince numbes- and expiration date by the Miami -Dade County Product Control Section. 'UNSME IMPACT RATLNG; Large and Small Ifissile Impact Resistant Limitations: I . See table I (sheet.Z) and table 2 (sheet?) forapplicable SGDunit sizes, design pressures., reinforcementstypes. glass types, sill riser(see tables B-1 & B-2. sheett. 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC, Tan (Non-wbite) Rigid P16TC and Brown coated (Painted or laminated) white R*d PVC to be labeled per referenced NOA's requiremetts- 3. Egress operable doers must comply with min c lear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official LABELLNG: Each urat shall bear a pennanent label with the matwhcturer's name or logo, city. state and series and following statemmut: 'Miamt-Da4e County Produc t Control Approved!', noted herein. RENEWAL of this NOA shall be considered after a reseval application has been file d and there has been no change in the applicable budding code negatively affectum the petforroance ofthis. product. TERMOVATIONof this NOA will cc cur after the expir;�m date or if thete has been a redsion or change in the materiah. use, an&or mamificture ofthe product or process. Misuse of this NQA as an endorsement of any product, for sales. advertising or any oderpurposes. shall automatic allv terminate this NOA. Failure to comply with any wtion of this NOA shall be cause for termination and removal ofNOA- AdYk"ERTISEMENT: IU NOAnua3ber preceded by the words Mami-Dade Coumly. Florida, and followed by the expiration date may be displayed in advertising literature. If anyportion of the NOAis displayed- then it shall be done in its entirely- b-SPEC110'N: A copy of this entire NOA shall beproiicled to the usa bylhe mairubcluter or its distrilmtors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises & renews NOA 420-0429.05 and consists of this Pape I and e%idence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned ab<nv- The sikenitted documentation was reviewed by Ishaq L Chanda. P.E. INOA No. 21-020f.03 KAM" C Expiration Datet April 14,20M -Approval Daw1farch If, !0121 Pav# I PGT Indnstrie% Itic. NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED 2. Evidence Submitted under previns submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled -Vinyl Sliding Glass Door NOA W', sheets I through 21 of 2 1, pMwed by mamifacturer. dated 10,05115 and last revised on 04,2120, signed and sealed by A- Lynn Miller. P-E. B. TESTS 1. Test reports ou: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniforni Static Air Pressure Test, Loading per FBC_ TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Press= Loading per FBC, TAS 203-94 along with marked -up drawrings and installation di2grarn of all PGT Iudustries, Inc. representative units listed below and tested to qualify Dowsil 7 91 and Dowsil 983 silicones, prepared by Fenestration Testing LAboratory, Inc., Test Reports No.: FTL-7897, PGT P%r5520 PVC Fixed Window (unit 6 in proposal), dated 09!03114 FTL-20-2107.1, PGT SGD780 Alumininn. Sliding Glass Door (ur& 7 in proposal) FTL-20- 2107.2, PGT CA740 A lum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT P%77620A Aluminurn Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluininum. Fixed Window (unit 10 in proposal) dated 07113/20- 31 signed and sealed by Idalmis Ortega. P.E. C� C-4JCULATIONS 1. Anchor verification calculaimns and suwtml analysis.- complying with FBC 71* Edition (2020')- dated 04�22/20, prepared by amufacturer- signed and sealed by Anthany Lynn Miler. P-E. 2. Giving complies with ASTIM E 1300-04, -09. -12 and -16. D. QUAL-MASSUP"LNCE Miami -Dade DepartmeW of Regulatory mid Econornic Resources (RER). E. V-,ATERL-%L CERTIF ICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray Amerka, Inc. for their "Trosffott "traclear, Clear, and Color PVB Glass Interlavers-_ expiring on 07/0&-24_ 2. Notice of Acceptance No. 17-080:9.02 issued to Kararay America, Inc. for their "SmtryGlast (Clear and A'Wte) Glass Interlavers�', CXPIM9 on 07)%23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lialited for their '*Brown Coated (Painted or Laminated) NAlike Rigid PVC Exterim- Extrusions for WL indows and Doors". expiring m 09/30.24� 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for ther series "VE 1000 Tan 202 and lighter shades (No* -Alike) Rigid Cellnliir PVC Exterior Extrusions for NVindows and Doors", expiring on 12Y29P2 1 Ishaq L Chanda, PJE. Product Control Unit SuporTisor NOA No. !l-8206,03 ExpiratiouDate: ApriJl4,!026 Approval Dato: Ifirth 1.9, !0!1 E4 PGT Industries, Inc, NOTICEOF ACCEPT.4ONCT:EN"IDENCESUBMIT TIED 1. Evidence submitted under previous NOA A. DRA'"INGS 1. Mantifacturers die drawings and sections. (Submiffed under.VOAX& 11-0107 04) 2. Drawing No.30-5570.0, titled 'Vinyl Sliding Glass Door NOA aWl. sheets I through 21 of 2 1, prepared by manufacturer, dated 10,054 5. with revision A dated 04/05/17, signed and sealed by A. Lynn MMer, P.E. B. TESTS I - Test report on 1) Uniforru Static Air Pressure Tea, per FBC, TAS 202-04 1) Large Missile Impact Test per FBC_ TAS 201-94 3) Cychc'Wind Pressure Loading M FBC_ TAS 203-94 along with marked -up drawings and installation diagrani of-6nyl sliding glass door, prepared by Fenestration Testing Lab, Inc_ Test Report No- FTL 8717, dated I _1,V7iI 51 signed and sealed by Idahnis Ortega. P. E. (Test report revised on 02/15/16 and 02-24116) 21. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform, Static Ak Pressure Test, per FBC, TAS 2(2-94 3) Watff Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass dooc prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 95 .46. dated 111061 5� *med and sealed by Id2bw Ortega, P. E. (Test report revised on 0 1,%l 6 and 02111,1016) 3. Test repw an 1) _4jr Infiltration Test. per FBC. TAS 202-94 2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) LargeMissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drau ings and insWhtioa diagram ofdayl sliding glass door. prepared by Fenestration Testing Lab, Inc.. Test Report No- IFTL &547, dated 12104115, signed and sealed by Idahnis Ortega, P. E. (rest report revised on 021l 546) 4. Test report an 1) Air Inf9tration. Test. per FBC, TAS 2(Y2-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC. TAS 20-1-94 4) Lafge Mmde Impact Tea pef FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) F�rced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and inst2liation diagram of vinyl sliding glass door- prepared by Fenestration Testing Lab, Inc., Test Report No. FTL V549. dated 1110415- signed and sealed by Idalnis Ortega, P. E. (rest report revised on 0 1;04� 16 and 02� 11116). hh2q L Clamia, PX. Product Control Unit Sup*rrisar NOAN6. 11-0105.03 ExpirationDatat. Aprill4,10M Approral Date: March 2.5, 20.'l E-1 CGI Wmdows and Doors, Inc. NOTICI OFACCEPTANCE: EVIDENCE SUBNffTTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part SuDer SgaSer Standard complying, with ASTTVI C518 Tknixil Conductivity 0.881 BTU-ini hr.-ft----F, ASTM F 1249 W117IR-Pass', ASTM D3985 Oxygen -Pass, ASIM E 2190 I.G_ Durability -No Fog -Pass. (Submkird underpresion s 'YO-41-Mo. 1."409.05) 6, Quanex Part Duraseal complying with ASIM C518 Thermal Conductivity 2.22 BTU -in/ hr_fF-0F, ASTM F 1249 '%rVTR-Pass, ASTM D 1434 Argon Permeance-Pas& ASTM E 2189 I.G. Eltuability-No Fog, AST11 E 546 Dew Point Developurnt -201F in 48 his. (Subm Ifted under NOA A& 15-0469.05). 7- Vision Extrusions- Ltd. Parts complying with PVC-AAMA 303-13. Voluntary Specification for Rigid Pol�rmnyl Chloride (PVC) Exterior Profiles for V=n Extrwions. Ltd.-VEX-1 by k4,MA Fenestration Exterior Profile Cwification Program (Submftled under.'VO-4 Na 15- 0409.05) 8- Vision Extrusions, Ltd- Parts comply* with PVC-AAK4,303 -13. (Subitt fted under NOAX& 15-009. 05) 9� PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Emerior Profiles for Vision Ddrusions, Ltd_VEX-1 by AAMA Fenestr2tion Exterior Profile Cerfification Ptogratu. 10. Notice of Acceptance No. 19-1217.14 issued to Emergi Fenestration Solution. USA, Inc. for their --Tan 3040 & light shade (non -white) MUe Rigid PVC Exterior Ex"sious for Windows and Doors", ex;** on 02,104f.11. 11. Notice of Acceptance No. 194122.02 issued to Energi. Fenestration Sohition, USA, Inc, for their se 1i ""'bite Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 02,28.'23- 12. Notice of Acceptance No. 20-0203.03 ir,� to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated 111fte Rigid PVC Exterior Extrusions for Windows and Doors-, expiring on 04,11625. IF. ST.ATE]NEENTS 1. Statement letter of confonnance to FBC 7d, Edition (2020), dated 0+22-20- issued by manufacturer.. signed and sealed by Anthony Lynn Miller. P.E. 2. Statement letter of no financial interest and of independent. issued by m=ffachm. dated 04/18,02 0, signed and sealed by Anthony Lynn MMff, P 1. 3. Private Labeling Agreement document between. PGT. dated 03,30115 and signed by all involved parties G. OTHERS L ThisNOArevises, NOA# 17-042 0.06 (PVT w;CGI) and updates to FBC,2020 (7th Edition), expiring 04/21.Ql- 2. RER Test proposals #19-1155 dated 01-110)'20 approved by IshaqI. Chanda- P�E. expiring 04/14i,2L 1"q L Chanda, PJE, Product Control Unit Superrkor NOANo. 21-011H.03 Expiration Dat*.- April 14,2016 Approval Date. March US, !021 E -5 PGTIndustries.hiv. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5- Test repon on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniforru Static Air Pressure Teg, per FBC. TAS 202-94 3) Water Resistatice Test, per FBC, TAS 202-94. 4) Large Missike Impact Test per FBC. TAS 201-94 5) Cyclic Wimd Pressure Loadingper FBC, TAS 203-94 6) Foiced Entry Test. pef FBC, TAS 202-94 along with marked -up drawings and installation diagrain of3.inyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL &5*49. dated 11,0615, signed and sealed by Idalinis Ortega, P. E, (rest report revised on 12,V4? 15 and 02jI V 16) 6. Test report on 1) Air Infiltration Tesi, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS102-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presswe Loading per FBC_ TAS 203-94 along with ruarked-up drawings and installation diagram of vinyl sliding glass door- prepzed by Fenestration Testing Lab- Inc., Test Report No. FTL 9552, dated 1,11AW1 5- signed and sealed by Idaltnis Ortega, P. E_ (rest repoit revised on 021150-016) 7. Test report on 1) Unifortil Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along with marked -up "rings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab Inc.. Test Report No. FTL 6639 (samples A-1 thru A-22). dated I 14 9/10, sigmd and sealed by Jorge A- Cam. P. E. (Subutiwd under NO-4 X6. 11- 010704) 8 Test report on 1) Air Infikration Test, per FBC. TAS -102-94 2) Unifom Static Air Pressure Test. per FBC. TAS 102-94 3) Water Resis� Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wmd Ptessme Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked -up drawings and installation diagrarn of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc-, Test Report No- IFTL 6337 (samples A- I thru A-5)� dated 12,%A0. signed and sealed by Jorge A. Causo, P. E. (.Submitted under.N10A Xo. If- 0107.0.9) C. CALCITILATIOINTS 1- Anchor verification calculations and structural aii;ilysis, complying with FBC-2014, Mpared by PGT_ dated I 2,09e`l 5and LW revised on 02,11 Sil.6_ mgned and sealed by AnthcmyL MAff, P.E. (Submitted under_N0AA'e. 15-1210.01). 2. Giving complies with ASTME-1300-09- 4 lihaq L Chands, P.E. Product Control rait Suporvisor NOA No. 21-0205.03 Expiration Date: April 14,2026 Approval Dam Afarch25, 2021 E-2 PGT Indusnim Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM[TTE 3. New Evidence Submitted A. DRA"TiGS 1. Drawing NoANED-5570.0 Rev B. titled 1%linyl Sliding Glass Door NOA W1. sheets I through 21 of 21, prepared by manufacturer. dated 10�05115 and last revised on 0-)-.'Ol.,,2 L signed and sealed by A- Lynn Millff. P.E_ Note: Tilis mrision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULAIIONS L None- D. QUALITYASKMANCE 1. Miami -Dade Department of Rrgulatory and Economic Resources OMR). E. 3L4,TERLAL CERTIRCATIONS 1. Notice of Acceptance No- 19-0305.02 issued to Kwaray America, Inc. forth& "TrosifolS Ultraclear, Clear, and Color PVB Glass Interlayers7, expiring on 07/0&124- 2. Notice of Acceptance No. 17-0808.02 issued to Ktiraray America, Inc. for their "SontryGlast (Clear and Ml&e) Glass Interlayers"_ expiring an 07iO4.Q3. 3. Notice of Acceptance No. 19-1106.10 issued toVision Extrusions Limited for tb&-Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors7, expiring on 09/30!24. .1. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for th& series "VE 1000 Tan 202 and lighter shades 0!ion-Alke) Rigid Cellular PVC Exterior Eumsions for Windows and Doors-, eq)iring on 1129,2 1. F. STATEINIENTS 1- Staterneitt letter of conformance to FBC 711 Edition (2020), dated 02/01,21, issued by manufachirer, signed and sealed by Anthony Lynn Miller, P.E. 2- Private Labeling Agreement dated 03,10&121 between PGT Industries. Inc. and CGI Windows and Doors Inc.. signed by Dean M. Ruark, P.E.. V.P. Engineering, on behalf of both crinipanies. G. OTHERS 1- This NOA revises & renews NOA# 20-0429.05 (PLA wiCGI), expiriag 0C 14,26. 2. The current associated PLk CGI file #21-0205.01, expiring 0411+26. 1-6 Ishaq L (Aands, P.E. Product Contsol Unit Suptrwisor NOA No. 21-010S.03 Expiration Daft. April 14,!026 Approval Date- March 204. 4.0.11 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVEDENCE SUBIUTTED D. QUALITYASStMAINCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. 31ATERLAL CERTWICATIONS I . Notice of Acceptance No. 1,."528.14 issued to Vision Exinision Limited for their '"'like Rigid PA"C Exterior Extrusions for Windows and Doors7. dated 08.13/15. expiring on 0930.119. 2. Notice of Acceptance No. 16020.08 issued to Vision Eximsion Limited for their 17E 1000 Tan 202 and lighter Shades (Non-Midw) Rigid PVC Exterior Extrusions for NVIndows. and Doors". dated 12108116. expiring on 112.9)2 1. 3- Notice of Acceptance No. 15-0. 28.15 issued to Vision F-unman Limited for their -Brown Coated (Painted or Laminated) N%Ue Rigid PVC Exterior Extrusions for M"k,dows and Doors" dated 08,113/15. expiring on 0_030,q9. 4. Notice of Acceptance �o. 1"712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN., 3040 and Lighter Shades (Non -White) RW PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 0204e2l. 5. Notice of Acceptance No. 1"'712.04 issued to ENERGI Fenestwien Sdtutions USA. Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for NVindows and Doors" dated 091546, cq�iring on 04/16/20. & Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for tbeir -White Rigid PVC Exterior Extrusions for Windows and Doors" dated OSA017. expiiing on 012&18. 7, Test reports No(s). 10-OV2-792(A), 10-06-MO527. 535753-09- per ASTME-94- ASTND 1929 and ASTMD-635. issued by EXOVA toV`ision Extnision for cellubsic composite material (Subathred under XOAX& 11-0107.04) 8- Notice ofAcceptance No. 14-0916. 11 issued to Kuraray America.. Inc. for their "SentryGlast (Clear and N%Ihe) Interlaver'. expiring on 07/04,118. 9. Notice ofAcceptance No. 16-1117.01 isimid to Kuraray America. Inc. for their `Trosifolt T.11traclear. Clear and Color PVB Interlayerf', inwiling on 070819. Y. STATEMENTS I . Statemm letter of conforinance with FBC-5th Edition (2014) and FBC-601 Edition (2017), issued by manufacturer, dated 0&'14/17, signed & sealed by Lynn Millm P.E. 2. Statement letter ofno financial interest, dated "I & 17. issued by manufacturer, signed & sealed by Lynn fvhBm RE. 3. LetW of lab compliance, part of the above test reports. 4. RER. Test Proposal No. 17-0387- dated 05/05117. signed by Ishaq Cbanda_ P_E_ G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, fortheir Series "5570,17'70" Vinyl Sliding Glass Door (Reinforced) - expiring on 041,11+21. 11ha q L Ckands, PX Product Control Unit SuperTizor NOA No. 21-6205.03 Expiration Daw. AW9 14, ' .026 Approva I Data: March 2021 E -3 _60 a) a) cn a) a) 2 c:1- = 0 2 a) cl C5 -a C�o a) a) a) CU u -cu -0 - Cn _0 = 0 C: 0 c- _C) = = 0 (D CU C 0 .0 LL_ ,- 0 CU > Cn ._-0 Cn a) Cn E E CU 2 C�L CU ,_ 4-a CL W mi c") cNi C= C%Q C" A CD -0 M' LAJ C3 M, % W -cc Cm C., .2 Ca- 4=1 E 0 0 39 M tu .42 U W 6 W MENOMONEE CU > C) > L_ CL 0 CL < t5 2 Cl) CU M -0 0 LCU LLI < Z z SHEET NO. PA 1A March 6, 2023 (D (D C_ MIAMF CU (D > 2 MIAMI-DADE COUNTY ry-11 C:L o 2 PRODUCT CONTROL SECTION Cast-Crcte USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) 2- CU -0 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 (796) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED &-a a) C-) Cf) NOTICE OF ACCEPTANCE (NOA) www.m ism id*d&S9v/ec9nomy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C: 2 Z5 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 8_ a 3r. C Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of C .0 LL_ cu CU prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. LT4612, filled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6 " & 12 0 4— Cn co C) > -0 SCOPE: "Cast-Crete4", 6"& 12 "Lintel Safe Load Tables", sheets lihrough3of3,preparedby LT4612, titled "Cast-Crete4", 61'& 12" Lintel Sqfe Load Tables", sheets I f 3, Iasi revision dated 06112114, all Lintel Safe Load Tables", sheets I through 3 o .— E 2 CD This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both through 3 qf 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. (n CL U) CU CL !E 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 andsealed by Craig Parrino, P.E., on CU < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, 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 byApphed Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, Ce this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculafionsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miarni-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signedandsealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4",6" & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast-Creie USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 61, & 1211 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 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 manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, A E., dated March 24, 2003 and Drawing No. L T4612, filled " 1. None. B. TESTS "Cast -Crete 4 ", 6" & 12 LintelSafie Load Tables", sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E, datedMarch 24,2003, last revision datedMarch 1.1, 2008. B. TESTS W 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. Mone. 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 County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. A QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- C%i L.: 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. C" This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. Ile submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. iliny A. MaTkar, P.E., M.S. e..-,t _��eltny A. Makar, P.E., M.S. C-,IHelmy A. Makar, P.E., M.S. NOA No. 20-0630.15 , Pro�fw,t r--t—, Section Supervisor NOA No. 20-0630.15 Pr dnct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 " —. 6C='= "MHAMICOUNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 —Cu F_ Co 0 0 Cast -Crete USA, LLC Cast -Crete USA, LLC ts 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 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE A 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 E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -6-0 1. None. 1. None. =:3 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- U) Crete US4, 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. E. CU 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of > CL 1, prepared by Craig Parrino, P, E., dated March 24, 2003 and Drawing No. CL 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 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS < 1. None. U) D. QUALITY ASSURANCE CU M 1. By Miami -Dade County 1)4�partment ofRegulaiary and Economic Resources (RER). =:3 < E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionfor a name change. C5 UJ < (D (,Meliny A. Makar, P.E., M.S. 6-1 Hetmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08n0/2020 E-4 E-5 SHEET NO. March 6, 2023 ?3 PA 1,5 I 1 ___ /T- - - 1 Ll ECO iN\c , TILLIT TESTING S ENGINEERING COMAANY - - ___ - - - WAT Tillit A TTELIT, Jk,T1,_ - - ___ filtICCIO(WOUI.COM F1 P-d. Liammi.l. 44147 pt , , - �Um OOM.19 PR_ DUCT EVALINIATIMN-RU-QU REPORT l 20-0726.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZEO STEEL STORM PANEL MANUIFACTURER: Globai Protection ProduCts Il 4800 S.W. 51 Street Davie, Florida33314 1. NURP-OSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. TilIll Jr., P.E. (System ID # I 906) to the Global Protection Products, LLC, Rule Chapter No. 61 G 20-3, Method I D of the Florida D e p a rt men t o f Ell IT es s and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2OI20 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�EYIQE_NC�SUIDWMED: 2.1, PRQQVVjf,VALUATION DOCUMENT (P.E.Il Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, l signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020, This drawing is an integral part,41AIS, Evaluation Report. ,,,,,�O`g A k "0,.F , E. - N "', Ill ....... �/ �, ,!� ... I 1. , ,,?� , I�l ,.� ..-' ,,,\CEN,V, .��I�, . I - - __j I , el . .� Z - No 44167 " it . 5 ." " = .. . � = *: : .1 E" , -* : TIC. ? . ___ --;_�- S�TTIE It. . Z S,O*- 'k .., � 4r 4��. ---'00,. 40PIDN .�-�*\�,, .r , S... , . \, e I�Iwlpll 'Xi 6355 N.W. 36th Street, SWte 305, Miand, Florida 33166 - Phure: (305) 871-1530 - " plil"44,tO, I. ,j a I ERIDUCT FVALUATION RFP01rr No. 2ii-IT72TILl I 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. uniform static loads at. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medti P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1 998 witnessed bv Gilbert Diamond, P.E. and Report No 0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaospada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc.. dated March i3, 2009, signed ano sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERIING CALCULATIQ�& On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs- design wind load, as well as maximum anchor spacing vs. design wind load and panel length hased on rational and comparative analysis, and in accordance with section 16,16 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. 3-MISSILE-IMPACT RESISTANCE Large missile Impact under section 1626 of tho Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCEq 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15. 17, 18, 19, 20 25 and 26 of 26, Of Product Evaluation Document (P.E.D.). drawing No. 20-176. 5. INSTALLAI Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum qpparalion to glass shall be as indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. �'.-0>-:--.--., - "�-S' " . 'I-, ,:Z\ . - `\�\r, E tise - .. 5P . "I _N - - ,,,_. - .. ' � 'I��..r--,Omr- ,. _ �Z V _- -44167 '. % `7�7-L__ * :*1 STATE OF ,`cc 5 / �t/t,-_ - I I tO�.-. "I Opim - "# 0 I',, .. \ Q1 I �, .......... 10� 'IN N, 8/0l ,,,":' "Ill"110111100% LRODUCLU,UXATION REINOU'r Nil 20-0729.01 1 6.,_ TERIAI-CMRACTIEWSTICS AND SPECIFICATWAS; Shall be strictly In acoordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document i E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. 7- LIM ITATjQN5j6,NV CQN0IT1Q.NS.OF USE; 7-1. Shall be strictly in compliance with General Notes No 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thrit 4 and 1 1 thru 16, indicated on street 21 of26 of Product Evaluation Document (P.E.D.). drawing No. 20-176 prepared by Tiltem, Inc. and signed and sealed by Walter A Till Jr,, RE 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sectlon 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frarre structures. Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ........ LuMlort"", A T1441 ,%, ,1,0,,� : - .. i "". ji�111; - I . ,/ I -, - ., * ' , . . \�,l - 5P"- - V, e ..... S - . . i: - ---- %o 441167 ` ': - . X�' - .. = ,_-,.,_ I W*; , __'_-�* :*E . _1� "I - - - . I - : I � _ ., -1. STATE OF , ,Q�,lll - __ - - %,,,-0 '. y... 'toRID ..., , e .. ...... ; ",,�,v .......... , `C "'ITIONA. `C T. ",lilt, I 11000% WAT'LL D1 TILTFCO ADMON RECORDS � P. E. REPORT.20 t GLOBAL. PROTECTION PRODUCTS, LLC l 20 GAGE GALVANIZtc STEEL STORM PANEU DRINICISMI 71l REPORT 0 20-0728.01 ___ ___ ____ /T- -i-LFECO liN\c TILLIT TRISTING Ill RINGINERRING COMPANY WAU'U A. nLUT, M. P,E. tilletco(Njilol.,vu, PRODUCT EVALUAI'ION REPORT Fill rr I'k-?i 4416' ILI-A L.I ,]0?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURP-QU OF EVALUATION, Thiq is a Product Evaluation Report issued by Walter A. T1111t, Jr., P.E. (Systern ID 4 1906) Io the Global Protection Products, Ill Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of it Building Code change that may affect its limitations and conditions 2_EY11QENVE_W_0MffTEV� ".PF_0V.UCT_E_VALUATKM_DPCUMfXT (P. E. Ill 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 integkortill 11% Z� Evaluation Report. �:111 -�,t...,.- ,1/,>,1',, -Z . ..... , . - ,/ N . . - .'-. , I .. \\ .' 1� r I Z __ .�k:Ns,tc :? 1. .. .. r�--f�-!114in.1,4167 11 zz .��ei,-� � - 371 - � , __ .&I * �: * -B . - - . I . �� .%3-. STATE OF ,-'Q� I I -P. .. I ,<, . '1-0 1, 'Ar;'..�-'eZowil' X �', ,� TQ�`I464� , , , � ' , 6355 N.W. 36th Street, Suite,105, Miarni, Florida 33166 - Phone: (30) 871 - bbt,101-1531 PROIDIX CITA'Al I A13UNAIMORT14.0- X-A227&I 2 2Z.TE3T_REjPVRTS; Large missile impact load tests were performed under SSTD 12-99 standard as per sertion 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 08114.01 -01 dated 03111102 witnessed by William R. Mehrier, P.E., Boriz Moroz, l and Henry Hattem, P.E. and Report No. 0219 01-09, dated February 25, 2009, signed arid sealed by Edrrundo Largaespada, P.E. and Henry Hattem, P.E Large mIll impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1, 609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01 -1 0, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by CIC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1 318, dated December 1 201 0signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. _STRKTURAL ENGINEERING CALLIC.ULAT)QNS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load. as well as maximum anchor spacing vs. design wird load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code Calculations prepared byTIll Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Waltcr A. Tillit, Jr. P.F. 3. MMILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. V111-N-P-L-011 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 shoots 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm Shutter assembly, as per SSTD 12-99 Standard 'itit j�%itillillilit"'Ity. , 1, A TIZ47 :...., /S $�_41W' \112,Etlils *'-.':P , S, .r." ,� 'I, � 4 -�� V, e _ , I . __ , , ;,.T, =t� - . - __ .- - . S , ,__�7,-._ . -116.4--t-4137 ': s� /E " -2., L 2,44.1ill'i * .: * 1 . - ,.a*, ", - ,/ / S-*, STATE 0 .. . Q� " t . 4F % ,�,.- ,,�01`1113,;I ,$- 1-1, ;!<1. I - - 1. ... , 1�1 "i,'. 0 .... .... I Nl� ��/ON�`T_ 011:1 111,11(itill I Lt%,00 I - __ F-VALIJAXWN REPORT NO 20-07 1.1112 5. INSTALLADQhk Installation shall be performed stl 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, 1 3. 14, 15. 16 and 18 of IS, of Product Evaluation Document (P.E.D.), drawing No- 20-176. 6. MATERIAL CHARACTERI.3-Ttr,$-AN-DSPE�C��5; Shall be strictly it) accordance with General Notes and Components inclical on sheet I and 2 of 1 8, of Product E valuation Document (P ,E.D.), drawing No. 20-17& Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaludtiorl Document (P.E.D.), drawing No. 20-175. 7.]JMITATIO 5_AND_CQNDMQ_N5_0_F_=: 7.1 Shall be strictly in compliance with General Notes No. 1. 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document il drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit. Jr.. P F 7.2. Prod,ict shall not be Installed within HIGH VELOCITY HORRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be instalied into poured concrete. concrete block, and wood frame Structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Till Inc, (Florida CA-0006719). e,- ."......-r-, � , " , " ,�" - 4l!`-*... \CEI`ls�'--��'Sj S1--v .. I , ._`_V�k�. 1415,7 *.. - - -7., ,.'. a : I- 1�l±.�,_ * :* WATkLL I -.0 . ' : , U'41ILTECOADFACNIRFCORD,9�P E,REPORT 2OkGL1AALPQ r,�! r, P S, L 4 jp . , . . GALVANIZED STEEL STORM PANEL kDRIVA311i I'll-PORI #2 ��." 10 m . e I. 6� R. §.. A, , , . ,C �� ,,,,,`s I , , ,,,,,,,,, 01-1 A Ti�_%% -4.- Q) Q) (7- (1) -0 - ('U �> (1) r- -+-, Ill L_ L_ 7l = l 7. a- . . - 0) -4- C) (1) -6- Cf) CD -� = Q) = -0 C) CZ Ill 0 - l 771 .- U) -0 = 0 L_ - Ii - CD r__ M = 0 0 __ -f- U_ To - M . LI) -0 (D CU E %__ 0 (D �> 10 U) __ ,� Ill m .00 -4.- CU _+_ ca_ Ill �- _Q . r--- co < 0! 4 Z Z W mi � ----I- - ______ .-------- . -,-.--..- ---- 7 COMPONENTS REGU SAFETY STORM PARE � - GENERAL NOT : 0 3) IN CASE THAT PRLCA�l STOW. OR PRECAST CONCAVE PANELS SPJCOU OR WOOD 110ARD5 AT FOUND ON IK , -MR- (SCALE 1/2-I-) L5 1/4, 2/4, 3/4. 4/4, 5/5. 7/5. I., (WlLE in&-2a-ANL filililligim EMIL SMIRM-BBIRIM CK?STING WALL, ANCITORS SMALL BE LONG MUCK TO RDNCF� THE ADAN STRUCTOIRE BENNO SUCH PANELS, I W/10. 2W/10, 3W/10. 4W/10. 6/5 1 STORM PANEL SHOWN ON INS PRODUCT ID,IQUATION DOCUMENT (Pil MASS BEEN VERIFIED FOR COMITTOWJ IN MCHORACA SMALL BE AS MENTIONED 'N 9 1) AND IN 82). - .- - - I 15 Iser (TOTAL. WSUTM) - 5W/10, 6W/11 & 7W/11 * �:_, ACCOADAhC( W110 THE , CODE '5 '96- (TOTAL WON) - .1� M20 l7ti, ENTION) OF TIIIE F1OFDUA 13LADIW T<I TO FAWLN(L-WM ILIAN, 3MMt�!,II1MTFf. � - L.n.A&I 12.SOCC (EFFECTIVE W07141 - r VAX AKHM. FOR COKRIVIL SEE SCHEDULE ON SHEETS 0 At 9 _ 3' ABU, - _c, Z_; OfSKIN TOW LOADS SMALL ELL DETERMINED AS PER -40YON IWO OF THE A13M MENTIONED CODE t /A*# TAPTCON AMCHORS. AS "NUFNLIORED RY I? W fuli INC - I - - root WOOD SEE SECTIONS Oil SMUCTS 10 6, 11 " met 4111�. W '-iii I I : __ - - - __. 6 V., - - 6.250" 1 - - I i, WML - 4-10 PANALMATIE FEMALE 0 44�1 PAWLAOAR PLUS ANCHORS AS MANUFACTURED IV EICO CONSTRUCTION PR0OUCPS _ - - 1, Son. . � - - - - --- ---.-- I C, JLAJ FOR A WITIND SPEED AS ACQUITTED BY THE JVRWKTW)N KNORE THIS SHUTTERS I W IN57ALLED AND 0 IAG SCRE" PER N D.S. : --I 3PO" - - ' 3�0 " ' �Saa' 1 -1.350"It. , 0 - FOR A ORCCTIONAITY PAC" K4-0,11b. VS4IAG ASCE I- If, AND SHAII PUT M-IIEW' � (AS 0) . 1/4 , 7 IAW - I - I It"" . a 6 DI PMSbVTBE RATINGS INDICATED ON SHEETS 7 THRU 12� 14, I!, 'a, To &020 F -Umi 7/16"it , 5/8' *00O SUSHWC. AS DIStROUTED By &I POW; SCRIEV, BOLT 4; SMAILTY CID I I I _,L I -1, 0034, W". THICK 4 111= � - - -1 , ,,----.---, :, � � I . X. I= .%z " ............ W" , I ___ ___ _. --- - -_ _7 ----- - - i 'i ,�� CE, " I 0 `,,Ito� .1 ,--j-1-r-- - - __ I �X ' . , , I I I . I ). .�O- .! ?W� , A� ,., _ _ "N FT , I .. IF- I 11 I -) -/ Ill / .EUMEV "_ � GG �, I I ! - - , IN OW)fR 10 VERVY THE ADORE CON011101T. OLTIMAVIL DESr" WIND LOADS DETERMINED PER ASCE P-16 C 1) WNIMUM THREACtUD PENEIRAl" IWO WOOD OF tAKON ANC"(M SHALL BE I 1)2� AND 2* I'DR ELCO PANELMATE � � ; �.* 0.036* IN THICK , � , / _ill � ,:aE . HEMMED , D.M.,02 .(5). 40, 1 ___ _ - , - � , T-7-7-1-7 _ ,7-;7, I I r C, SMALL BE FIRST Fit DUCIED 10 ALSO M54N *NO LOAM By MULTIPLYING THEM By 0 6 IN ORDER TO AND PMLIAL-Lf FFMAUE 10. / 1�6 2 4l 1 _ _ _ G IF _j 'I ' " I - I CO C__� I; 'WE I I � -, U ". ,- G-60 GAI EDU , CT) - c� CW IMFSF ill/ VAX (A.S0) DL%IGN PRESSURE PATRI INDICATED ON SHEETS 7 DINO I;, III, IS, It, 19 a 70 1 1 , F_ , �_ . .6 . (I.A.LVANIVILD sill, WE I otio. ;., �, , ED - (�) I (1) _= co r 2) WWOJLI TA*EADED PENETRATION Of LAO SUREIN, MID THE WOOD FRAME UNIT SHI U - I/?' NO THREADED 2,000 240-, TYP \ AS' A-ft) 2, .2 1 14EMWED TIP. . (�)� @ - = U_ >e IN Olift IO VERIFY INAT ANCHORS ON THIS P E 0 AS rE /" HE..In / DETAIL &I PVAAL A F li� C"N4 C.L. ESTED WEPE NOT OYER STRIESbIlD. A SYS FINCREAFA IN &LOMA&[ PENETRATION 0"0 STUCCO SHI Of CONSIDERED AS PAW OF THE REQUIRED '.REAM PENETRATION .FDOC SO �m I � EM I I FOR "NO LOADS WAS i USED IN THEIR ANALYSIS FASTENERS SPACINF; To WOOD HMS MEN OVIUBMINED IN I . IF r,-" GAILY , - = - , . StKSS A � \11 I - JXTAIL A . Nii. ,, 6 .2 ACCORDANCE WITH N.DS, 2018 C 3) MINIMUM EWE DISTANCE OF LAP SCREWS. INTO WOOD SMAL- Of AS INDICATED IN Mr.- WAARIFIC ijFE1AJLLXA I 1 48-6 , 1 48.6 �11 � L , , " _= � . . I.. - . - . , � _I I ! Ill Ill C= _T STORM PANEL'S AMOLACT FOR tWAC AND WIND RESISTANCE 105 SUN YEFMI IN ACCORDANCE ill" SECTION 1626 OF ------- - 'jim), I,io- I , I __� A� E 0 3C 0) C1.4 _. _= (R., . --.= 0 r -71 " 24l "�,_�'� , �, Y'. , , Auu. , ...... � THE AgEI UFMIFORM CODE AS PERTML4W('AkC (FIGINCFAKATO A, TESTINC INC RE11ORTIS H-569, WSIO At 96-30 AND r 4) MM� PCWCMTON OF ill= 9USHM SMALL M 1/5' 1/4m 0-20 SCAM. USED SkAU OF 1 T12^ LONG MINIMUM .,6. _,__ ] __ - � L_ I - , ,,.I - J . . . . . . . . __ -41 .-------- -1 9 Z �XIZ FENESTRATION TESTING IAR RK. REPORTS 12032 AT jJ12t . AS PPOtOCO1S TAS-70i. TAS-202 AND VAS-203 SHOULD STUCCO EXIST, Am I' mftmvm rap WALLS � No STUCCO ,.350* - __ ,� _1_� j .. ----... I , ____ I out - 5,250' --- --- - - - . .. ---r- -- /, 4zP T M -a _= W AS OEM AS AMERICAN IEST UIN Of SOUTH 1`1 ORIDA TSPOTATI IT0219.01 -09. AS PER IRS 20i. IAS 207, AND (!) STORM PANE 0 ) STORM PANEL I , - F TAS n3 STANDAMITS, . .1 � . = - C= WALL ANCHORS SHALL lit LOWC ENOUGH TO REACH ?HE MAN STRUCTURE BEHIND SUCH PANELS 2A67' - I I * - ,-I I �.__ ____ - I C, = 2 Ait ALUMINUM EXTRUSIONS ?O IFIE 60113-16 ALiCY AND TEMPER (UNLESS OW�%l Mono) SEE `411717Y 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1) C a) 41, C A) 1 1411iiV i __ __ __ --.,. _... , ____ " . _c: I SIT* I � I I.m., W .- .Cc (D) AH(�IORS SMALL BE INSTALLED rOUJOW04 ALL OF THE RErOMMF1TDATIOMS AND SPECITICAFIONS Cir IMF ANCHOR'S RAAKIUIACTURER ; - - . __ - - - - _ � 2.10r . : / -,- 1 �11 BI: E! C 5) " CASE THAT PRECAST STORM. OR PPIL"Sl CWRM PANI STUCCO OR *ODD BOARDS HE FICKNID 0. THE EXISTINO -;> r�_ -_ - -, - T"" 3 ALL ALOWNIUM SHEET METAL USED AT CLOSURES �.N.I. HAVE 310S-H%4 ALLOY. FIANFIS fria? LAP "",� 1 ,2w I 126' ,�4'._2,,I. ,12�: . I i � 46: - . - - - - 4 - - I - I - - - - - - ! � 3; A AUL STEEL SHEET. MIN. PANELS SMALL HAVE STWXTUFML O"MrTY Sill AM A-W3 CRADL 50 "Quit. i.- NO .- - - -f �. BOLTED PANELS ill/ 1/4410-M,i- 0 - : 9 PANELS MAY &SO BE INISTALI-O) HOFbZ(WtAUY FOLLOWN6 FRISFALLATTOF, DETAILS SHOWN ON SECTION 3 THRO�CH 10 iS"EM 4 W/ INA4WV EDGE I-' . 12L ,Oo- AL Q - I-: - '%."' ."- . I *,� GALVAN117n) STTIEC DIESTAGNITATION W/rY- 56 5 Kil� (AFTER ROLLED) .too* ..... I , S SEWS - /11 UNDDLIM PAMW ., .T CUT _= THROUCA4 6) EXCEPT "NO HCADI (I 4 CD SMALL NOT BE USED - ft 0. I -1 .1;5 SS .On PmM STW wilrap .F .-Ii . 4.J Out . __�___�_� - - S.S. M-3, SOLT W/ 7/9' T, 3/37' ;1 �T- = CZ! I �� " I- I __I I M ANCLE 0 , 1 (SEE RCnDMS AS . WNGNM 0 EA, OVERLAP � ,-:t,_� - 11 , : f :� I [_ 1`1 , IM, "IrIE.t C , I (SEE SECTIONS AS APIT'LICARLIE) ... C" T �,_ Dim 0 18 .NCD4 At SIMUL COMPLY ill/ FI.WCA BUILDING CODE I I I � . .. ,1 Ck= I I L __ -1 I . I I � A -a = MCI= 11 3.34 9 11 $HAU. BE THE RESPONSIBILITY OF THE CWW70P 10 VERIFY THE SOLINONESS OF THE STRUCTURE WIMIM SHUTTER IS to BE / �!"_ - - , , I 1[ I 9 i . 5 ALL SCREWS TO K STAINILM STEEL 304 OR �10 AIS SILRILS OR L40RROS-ON INESM70AFT COATITO CARTOON SILL, AS PEP " "-:� - -. � O.Or '00, 24W/ 50 ka YTFUD ITRENGTu AND TIC kill TENSILE STIRE ATTACHED TO INSURE PROPER ANCNORNOr NITS 544UrTER SHALL ONY BE ATTACHED TO MN(NEIE BLOCK OR WOOD FRAWJ " * 3.375* I 1. 093' - _ -.-- __ . - __ L. A.- I ,-I -1 � EA,11.0,4135 O93* . , 11:� - - I , . __ - .- - _ T, - � F.7.- 11 I �- E ? ANC11ORTi IF WALL ERALL at AS FOUOWS TIFIVINT TO SECURE PWNkLS "ni APPICABUE REINFORCEWEND "?W PrRIODS OF -tURROC.ANF WAPNINO � , ! � I ! a: tj Aj I I - - LI-1 IT- 1- I I I i M_ Id ,- Im � I J/ T .. I I_ , (01) M.FI&5im-pvkack-cowwt I I IN, INSTAkLATION CDAITRACION IS TO SEAL/CAVUT All SHUTTER rOMPONENT EDGES WHICH REMAIN IN �1.0"DWICUS "IAcl I - 5* IN. - I San" - L1.500".. - " - i i I I � �; WITH L-A ,,, /� 11,0MIATA -_ - .�< i .. - - 1/4-0 TAPCON ANCHORS AS MANUF A( TURED BY I t OF BUILD", INC (MIX, I'- 31 02 p IT i ) THE Sun -DING To PREVENT WND/� WM390N ISOMETRIC VIEW DETAIL �- 2OW-'- - - 2ODI . I ! - I / ' 4 . 7/8" CALTI-011 ANCHORS. AS MANOFACIURED BY DOWILT INC (MiN, V-3001) PXF) D. M.. I . : 1 /4 ROUNDED CORNER 0 ENDS OF PANEL'% 9-@4)_q31__ - - III 0 1 1 1 �, 1 440 4 1/4' SQUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCRXW, SOLT III, SPECIALTY, CC ; 0 - 1 L - - Ill -- --- -- liJ 1 to CU ,� 6 MATS TO Of ASIM A-307 GALVAMIZED STEEL. OR AJ61 304 SERIES STAINLESS STEEL WITIN X IN, MINIMUM YIELD - 1, . , a , I _ - --- - I " _T - __ CAC REG 1ILM, _Z4 L )i - I I DETAIL 1 .4. 30' 1 1 . - t'� � -7 " . 2 ON . I . ..l - I iij ,/?* 0 0, 1 ", , WD I ' I`— I -L _j_ - __� 5IRENOIK 2% G, low ON SHMS �, a a IF RESPECTYvftv� SMALL . - I W is- - - Z3:125*1 . 0 1 ,A1 - - , T i 10 ,IJILAP SIOAM IFNI WITH kENGTH% OVER IL-11 NROUC44 12'-4*. A5 PER SFCVONS 6, 3. 9 A 10 ANC ALIEMATIVES AW / ". :,.� S _ 132,125 1 1 1 1 HAVE A LEGIBLE " READILY VISSLE MOWINO INSTRUCTING OWNER OR me"i - - * ft 0� :,f I t I 125- / I 11 'so J I ;, , , ,f � - ( r 12 STORM PANEL INSTALLATION Stiftl COUIPLY WTT4 SPECS INDICATED IN INS DRAWING PLUS ANY PUT-DiNg AND ZONNO RUGULATIONS tire. - - - .1 . - - ] -_ L � a - I . 2 .. I - , MITI .C-3000 P..L) PODY,I)ED by P4 jURISDOCTION WHERE PERMIT IS APPoED TO END LIP W/ HEMMED EDGE (� *U" HEADER (�) &Il IQ ANGLE WITH STUD # ANGLE WITH � �- i4- I. PNOEIAMTE FEMAU To & PANEI MATE FIT kA ANCHORS. AS MANUFACTURED Ift FtLo CONSt*UCTIQN PRODUCTS 13 (a) THIS PRODUCT EVACUATION (XXtWNT (P ED) PREPARED W YFFS ENCIATEER IS GENERIC AND DOES NOT P.OVWL INFORMATION (FIT S) V-7 ! (�), @) - (�i), @ - i�-,_ '. . - 1. ,UAX - � (WIN ;-33W P.;) roll A SIR SPECIFIC PROJECT. - WERE TIC Silt CONUtFitAIS DE-VAIT FROM THE PED RLYEll STU ! . 11 MW 114. 2/4. 3/4, 4/4, 5/5, 7/5. , M. I - 1/4'. C TAP-1,1111I ANCHORS. AS MAN�FACItWO BY TRV-FAST CORPORATION (!'3600 P X. I I - , __ I V1,1110" W/10, 2W/10, 3W/10, 4W/10, /5 ITT) CONIRACTOR TO BE MWONMGLE IUR IM SELECTION, PURCHASE AND INSTALLATION ITICLUDINC in SAFErr OF TN$ PRDw(.v , SIR GET, 1 �_6 ' 41) �"fMUMPEUDEDWEMI Of TAPTCON ANCHORS IWO POJM-b CONCAVE SMALL BE I 3/4' 2' VOR PA14ELMATF FETANK 0430 ON " i PROVIDED rill DOES HOT DEVIATE FROM n CONDITIONS DrTAAET) ON TMFI� DOCUMENT ___ = _f 374 * 5VV/ I 0. Ill I I & 7W/11 � C _j 1,F14 A, 211A .344- TY`T TOP EM 096' !I, * aime, .750' - --In AwrAWTE PLUS, AND I 1/4- (OR 17F TAP -GRIP MCi<*-� CON57R(=Y*N SAFETY AT SITE IS JJIL CON11FACTOR'S RCSPTCAMIWIT� T I no* 60 PANEL "a. - . '188 , , 310, 25' yeo-Iro. 3o. v r, � ANCHORS F04 CONCRETE SEE SUMEDVES ON S.Ef 5 a & 9 . _j L - __ - - y 1. "I' +. - , I -1 i . ST. .D TO i &2) CALK-14 AT SOUD-SLI ANCHORS SHALL K EMBEDL*D 7/8- INTO THE POURED WKREIE NO tMKLMhM INTO (1) THIS PRODUCT EVALUATTENI DOCUTTIENT WILL BE CONVOERM INFALID if &",TIED i ' I . I f - I ,X, I S's Poll WOOD SEE SECrKWS ON MEETS 10 Al 11 I STUCCO SMALL K PERNIFTED I/41' 0-20 SC." WSW SHALL BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXIM. i 1,407"T OI 625'� .. --T--V-� LEO 12 I/2'OC I No T" MINIMUM FDA WALLS WITT-T FTT.T IiTUCCO AMID MAY Fir WAIDED SCREW'� OF AL, (MITIFADIED IICPM W/O IIEND Oil IFFE SPECRIK PROUIECM SMmi 01 PREPARED BY A fLuRtUA RF.OMTV910 ENCiNVIA 00 ARFCM�Fc� AMI wu BECOME rot . I _ I , 4 1 I F,itrAkocill of RECOM (EOA) soR DO, PRoUrct AND wwo wiLL BE ItEspoitsigi FDA, DIE . . I . I -I- � 161" 314 3 � I " I 'Do. ,LTl 199 WITH 094C. NUTS . I . . -7 8, I I _1� Do b7l, 4t,. , O's, W" Ill , ". J) A 1141 ELEVATION �`ICIPLP USE OF THE F`1D. ENGINEER Or RECORD, ACIM AS A MIECIATED ENG*KEJ4 TO ng 5/15-0 "OLE FOR . ,l . G R STORM PANELS �L - i , - - � 'i FHAT PRECAST STDNI.. PRECAST CONCRIVE PANELS. PAVERS. SIUCCO OR Al FOUND ON THI Ir 0 FNrJTAEVP. SMALL S~ to THIS LACtFlF` THE SmE SPJCW pRAYTI rol? XmW,W ST%lo LOCATION AT - , , \ I I - I I IN CA5IE )OD DOARDS BE EVERN, PANE, QA1GAP 957 . , � Ow I W. I I � 'I's EXIStING. f4kL OR ROOR. AW.MORS SHALL BE LONG ENOUGH TO AWN THE MAIN STRUCTURE REHND SUCH I . - Do* ) PANELS ANCHOWA SMALL HIT AS MIFNFIONED IN A 1) AND 0 A 2) (,I INS PLO SMALL OW THE DATE AND ORIGIN& SM AM SIGNATURE OF THE PROFES11ORk 125:� --' -- 2.000' -- -- - -1r,") I (0) 1Q_LA11l1t&_Q2IWIE1L,#.C4h.)g%LL ASIN, C-90 INCIMICIEW OF RECORD tHAY PMPARrJ) IT , WD, (�) KEY HOLE WASHER --__-- i 1 14 SHUTTER MAhUFACIVRFP'S LABEL SKAL iN LOCATED ON A ALADII V YA%IBV LOCATION AT STORM - .. 063. T 711177 TRACK ANG (4 va" Fir TaAc (1) FLAT PLATED � 1/.' M., G&P - :/44* 0 TAFTION ANCHORS AS MMUFACIL)PCM III I I IT, IRALDIX. INC PANEL SMM IN ACCOItONIFICT WM� SECTION 170I 3 OF 11ORTUA RULDING CODE ONE LABEL _____ . 2 07" _� I / . 0 ,, 7/3' CAK, IN Alk'NOTTS, 66 MANOrACTIMITT, BY DCWALT INC (NIN t'l- I!1OO P.0 I ) 0 D36' (Mi, I - - .094, Wffli STU (_ ovvh�p - lo�u VALU'l _j/4 -0 . 3/4- S(XIO SHALL K FLACEID FOR 11TRIF OPENING IANI� 10 Cour,., .1. SECTION I I-N 9 7 O, NF - :�,,- - __\ "Tott'llu"', I ` I . -SE7 ANCHORS. AS OR"RIBUTrE, BY ALL POINT �tftrle. BQXI G, SPECALN OD fLORM BUILDING CODE GAILVANIED STEEL I . . (WITH .".,100 P.c..) - C UST-D To I .. ,5'.aTT,; . _. I � ) 0"'?, N Til . "S j - .- IF . I IS ING 5`_ _' a - . , 7.4=1,111 IN THE STATE OF F1.01NEA I j* ..* ,�\Ctl`lSe'-_ 7�:� - - 014- 0 PAREUTATE FFMAU in AND PANIFLILI PLUS MUIDTRS. AS MANUFACTURED By LLCO CoWsrRUCIVIN ( I I 1111� kl� . - � ...... /1" !It, � , 1_7'_'.\C___1_ . . � ___ - ",,"011ume 11P \ I . ,-",I. Rob PRODUCTS (Mim ("-a(371 P..) I " �' 4t� \�� .0% WAIF ,r - -1 04'3'1," ' !F� 11 . 7:7-v-775,.�-.�-_i, I 14' IF CIF TAP-CRIP ANCOI AS MAITV�CAQO BY FRUI-F&S7 CORPORATION .01, 0. A., 7/1 I v),,,%, 375'o , 30-0 575,0 I. Z .- . ' I MAX , 11.1i -T -� N " i i , . I - .= �7_ vnji / ... .. I ", . I � . 44167 - i AI!6 ..: .... 4;;:!N, 1 . . � , Em 81.0 � X e� . . . .. _!.,.� FLORIDA BUILDING CODE (019h Velocity Hurricane Zone) . _ - I I j2Z`e � i : . 11 I ", .... N *.',T '� 13 1) MINBON, EMBEWINI OF TAFTON ANCHORS. FICO PANUMAMS AND CLF TAP-CFMP ANCHOR. IN \ _.. C . . *f I E `�S FLORIDA BUILOING CODE (High Velocity Hurricane Zone), V - I- � FLORIDA BUILDING CODE (High Velocity Nuf Icons . _ . ' - , i I S * Zone) A - "_ , _ I" * . � . _ MOOR Limn SNAK.L BE 1 114' to IHI C .. Cr V, ell0l'. ITT TOW Wic `,_ -1 - ____i . _*� . � � (�) I . . . 44 . i .. ' Ill 20 GAGE GALVANIZED STEEL STORM PANEL I " . . - BOTTOM = . Q7 - - . - Is Oam T.Un,' - 6.2) CAUT-IN A, SOUD-SET ANCHORS SMALL BE EWKWCO 7/5' INTO TmL CONCRETE BLOCK UNIT NO E NO. 4 167 ". " I _R` Des - ZAAAAC WgtL TIM OF PANI s .%... STATE OF .. * - .- "DOO. - - : No 44167 '. Z 20 GAGE GALVANIZED S71EL STORM PANEL .:_1 A ____.__._._ __ - __ 1 2�0. " , __�_ -jjT5- PLAITD WING NOT , 20 GAGE GALVANIZED STEEL STORM PANEL .L: IT, Z . = Se _ . _ _ . _ TiEe_ _ . _ _ _� _ - - ' * . - . Ir - 41 iiiia --..-.-- __ ___ . � * 9.1im. � ... IWO SFUCCO.SM� BE PEOMM,ID !/A- 0-20 SCOTEWN USXD SHALL BE 1 1/2- LOI MOftUM SHOU W1011C. r Oc , : - N GLOBAL PROTECTION PRODUCTS, `O_0 l KEY HOLE 1, bi;., ,.`ttwu`N.- " L ___ T N A -A! *: Sit -:,or it I [IM, AND I WMWLIM FOR WALLS WRTW 40 SmACCO '. STAT OF - , .r I- / r I'll. I�s . /Nli Ti JEC : GLOBAL PROTECTION PRODUCTS, ll "Y" ' �11, , GLOBAL PROTECTION PRODUCTS, 1l " DAFL _ NTS 1 I , - .71 7 - It - , ___ - _IP - � ii _7 14 ___ /� 11LIEC0,11c" _ ILIECOlumc' OR . ;. .� - � i- 1 - " limils S. 5. STREET ss*.. ;, - - lit PAC[, 4, S - .. 11 - tuff- werma A &ZU_Wft9;W- 6s, '0, *. ,,no. W14 20-176 ... �. " r''. -11--�, � I - OR � , I nw, Im TOM, MIRE. A I -.I 'U' I - - 6 U./TicAM."Ri - ,�"�'Z�r�."","-," -.1 - �' . � - 76 08 2"X7'Xl/4" .TFANAnNix" 'm WNC Aix ./w, - IT, .I. ,THomr mux"-'- rAX,I.l._iFM, 20-176 , .0 me.. - . am, 1 ,�Fiull, W rmu)mw am _ - W.- '10RION......, -4,W7_ � i]ir.`. 11r.__1 Ik_=r_..Xr._Y, "'Id" C_ "I (I.)M-G.l UJil � _ '. L_ . - . , . \ i - 1. 11 ,� - 2 am' - WIlli C* "" � 'i ,. I . ;; nai ,/_4___ OftmAK. . I *%'I "I'll. k-1,10 `m=oA 1" ", Z ,,,, =':4=R:':' I I - I I - KEY I ;-I-' &WAHIUM-All . ATTOAQUInic *AP`ER A/ NONliomiI --,4-.-,::.- vfe� .... - INA, .�;Ime I. . =79 Im .. 00"Minic: - .1AFV,'3 N111, -_,,,-__ ___ -.,,. _1 - i - i - , i - rm Ge Am"'a. PIDED VER) W?" A "to ___ . ....... a*4 FAI A. - .. -Z- � 3 7/0-ft3/32- �t. (SYANKM - n4w, 14 - . - _�* -1 I IN Hit - TI.O.C. L,r IF .16, IF I I - I I I - , OF IN - - - L WALISOWNURtAM I IL411" I I I - _ _____________ - _ - - --- - -------- __ I ____ � � ____ I I _____ I lN5TALLATION DETAILS FOR-RIQV-LAR PANELS � 1 INTO EXISIING POURED SkRUETE- OR CON C RUE- BLOCK STRUCTURES � AAKNOW,I __ FUR: 5CHuA`.j ON CDTWATCT AAVM� � sucim a rueo- a) m, . O.. -, ,� . �rrissmulouc,,Ilj -f-D.- "ANC ANTFITAS I __ (SEE ScKD`A1 _. 4 E.ISIM PO.R[D � I - I* 4: S \ � I I =111=T_ - I � CONCRETE MQuFeEv I � SHUTS a THROUGH G) - j . " I IETFS1.Nt_ POQMU MUfm, 8 4m,: 91 - I I , - - ; C- �Z t_ , I lowlit'r "TEOVIRED ", - \ .,;, - - C" _11, � "Ll 1, I /V' � : ),I :: f : �-_ J� I .e-t_/.- - - - -1 � - .71", FAM, Z, L , I � . � , I - --- , "' - ' ___ : Jr-, I __' :� - ' - - i , , "' i n3 IF , I , . I- - ,/A. - __ - � 1i;R-21- S& I I i,`� I I .. .. __.-j::;X - . __ I � I TOFT. - I � j. 7, K I'D TT(D I D ; I I 9 1 7 1 ; i; co�� "I li ED __ : --g ;i' L� I � I % TH�TRD I : a � : POURED 4#1 11) CONCAVE atovwtt) ; I - : A ,�� - � " i 4 1 i , � "Y"A" I 1 1 w4vw. � � =%,� � I 0 � --il. : � I . ... I 9 � I I vee, Strum, O A. . I : r"i IF 6 1 - j "' 1 1 " 'Ir " I ; tj�,, 1101 -1tu- I , __1@ 6 I-- . . (10 ._ : j I .M�_ i - - - j - - IT i C F____,,,�. .1.1 A I : � i I I I I VuPTAI j I rap Z, �__ I% .,---- ___ I Z � =q - I I : .0 , I I I ; � I ! � I . I : 5 ...."' . I :, I � = _! I ! - -.9-1 ! n i i � ; : . I I � i : _ q) ; ; � ; ; ?I : I I ; 1 , D6 : ! 4 I : �, : : I I i ! I � I I I � I I � 1, ; .1 I I i . I I , -ftQr-O � ��, I 7 I I i I We I : ! I t - - vm-. . j �_ : 12 VIL. . : =J� I : A� j 40- 1 V-, I - - IF FT05"MG, POURED I 0 1 .�� . ...... � -121/2-.c �, txfs"w POLM ED , EXISTING "OURID to I :N I COW -AM OR . I AT 0 II : am. 9 I I j I CONCRE-F, CA III I 1. .jr OC �� CONFORM BLOCK I 0 � Smit) IT I CONCRETE 09 .----- - _.GGLj L� . MOUNTED : .2 ,/2, at �, I . CONC.Eli 8LOC,, - - � . I CONCRETE BLOM (000" - - . . REQJMM _� - I : ::-_ Ill -,3� I , _1� I F/t, � � S � I jp , �= , * " _� � P , - I I I � CXISr`I 111"ll' , W ?I IF - , .1 V - " MI I COI , -I,..- . .. : I I J, / (4 REOVIATILI I I- ""'", I C41 - WAT,""'N.M.", . I , _.FATrWH WICK1,_.F., - 1 com3im me>*" , � 0;��g - - i VA1,1011 511oath it, ,uD ,_ (sit 1-MaIll �� = 9DOMLILE ON - (SUL SCOUDIAL Ow , . cWT, I.S 0 6' IT( (SUL SCKVIVILL N SMEVI a ,u,I;., 9� -i S.Em a THROUGH .I I�tm 4 IMRKU 9) �rm 0 `,,AOTx;n 0) WALL MOUNTING L11.11K .AND _ftQQft.kQ_VA1M Aillin minNG ALTERNATE BUILD OUT MOUNTIHQ SECTION I SECTION 2 dWA9 S(�Air ,/R-" sc.t 3/ft- 5(.NU 5/R-,- WIV � ; I I 2 E.D. - EDGE DKIIANCE I -� I (SEE SCHEDULE ON _:,'.ITTED It . I V Ot__ : ,31 I i I S"LETS a & 9) 1 ;; 4.;W., . Ill N9111-179111 CAR, Trutt 12 Ilr .4 �, ..... Ill.u.",F' LIP & BOTTOM VOUNIWCS CAN a[ :: I ,TTI",'�tFli A T/4"`,Y,, COMBINED IN ANY WAY TO SUIT ANY _j . I "' O� 11. , I/ , INSTALLATION __ " 'I, 1 ,$ A', � " %3 C bill e" , ', , , S ....:� � LVSW'AOLMD � �z ... . ii FLORIDA 13UILDING CODE (111i Velocity Hur come Zone) CCA`CAV1 -3/4 :__ 11 - ED . REQUIRED I * ..: cow" WMOTTI "t, I %, T S1 . - - 1.111�11."`11 '. 11 "lUll AND FLQQ M911hilmr, S , t�.'... � . . -1, " .. "Ckc 3/b." �_ ____ ______ __ - I . � I 7 � � * : = .I- WE * I E - ' - _______ -20 milm. .4 ___ - / 11LIE � 20 GAGE GALVANIZED STEEL STORM PANEL __ ____ - __ ---,-- __ GLOBAL PROTECTION PRODUCTS. LI.C. G , p � p 0"Ge" air o it- 2t; .. ,-�,__, - Win S 11 51"r, NW. 11 U314 �� (n4)M. 75,41 FW (04)�8?07 ______ ____ 20-176 TESTING A t"*�rN� COMPANY -,,_�� I-" -.7t,_-A .- - A AN, , 11 .1 U. .%loAtitumi/at"t FKA, "I 1, t0t,,,114 9 I mun .. I I IT OFF. I. IT 4 I - `,,, - Te". I 7^ll 07m. - , _.. - . ! . . -- - i __ - - ______ SK" . 4' III, - --------- - ____._.____,.__.______._,__. --- I - - - - - _____ _____ - --..--.-.I----.--- I N 0 STALLiIII -L NLA � - --QEIAILS -ED __ ___ R-.REQULAR PANELSCL A Ill DV.Q9%M OEDW W W _%LjL.f9,iW_Q0Il 1N_TD__EX15jffi_G__. -RED CONCRETE OR-0-KRETE-MCKMIMTURE MNQRM RM OR, WOW Ck,t- ON _I_`F 1EMN.r .0 - -_ VAUD FOR ffAURL_ UFE SM XV 1-7Z - WtIll.EMEL-MILM PANUU4,11 P,A M 1011.001 ANC-10" I l/. _tv. " 1_� � Ill III ScMEIW ON 'M IF A 11 Na SC.Em" 0. ;, : W.01, I TIVITS a "HROUC. I P� I � '. - - M I I , , - __4(4 ----r,--- I 1 1/2* 1 Ql . .;= I o.s. F"t-, I - __= i I __i; �,_ i � . V., IN. IT= - .� I ) ' 'TOUFFID 1 �55 : , I - - , �� I EX� U (i� i I I AV __ al �_s OLINCRER � � E 1-7-A I -- X KOU"" I - 1 143) - - � L D : � : t - *,_/__�_11 I.- I I _ �IIII&C L MOM : ii It A : III I I I I I � _�, . � r I I � ,I,,S,.. 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SUIT ANY CASE E (PLAN) Ld . , ISILE SCHEDLU __ I INSTALLATION SCAIE 3118-1- D' , � _ZFACX ,,,,n. 'v'. - _40 _-4- I SHECTS a ,�� 6) I I � : . 0 A T ` � � (� i ,Eb j?_111A` 11. 11.9. !Q; - .. " ,�%t I- .. Cos"NG PK0uR1.O - - � SWKVX,.PF`T"`561 . .,. E;;(1_`,.M`�% FLORIDA BUILDING CODE (High Velocity Pur !cants Zoms)i -.QwKn�-- - CONCAVE OR � - Smitt `OOII 10 FIX " I . - It .. I I� ner sewrixur 1 ;�2' 1AN IONFCRM S,oc ntu', . WNA,tR - Z .11N E� - NIZED STEEL STORM PANEL DRAWN IF, R 20 GAGE GALVA . _. A 6) III FOLAPTO `AAI Mra" j :` No 44167 ".. I __ __ - ... _ ------- . X6 SECTION X-X 2 *: - 2 I� ____ = � * 11 1:-, iz%"-,,;�l- - - / - " '/N/x SCALE 3/6. " � .�,'. I . - -4- - , � / ,, GLOBAL PROTECTION PRODUCTS, I.I.C. Dint DETAIL-I-QR-UACUL',.-=WJRED-ALIDE-M __ , S TE Olt . ,_� - TILIE C 0 il � mlix) ve 51 ,mer" . � , 9,:_.. 1;110� . " r.!iFfiEr_. cmwwri.w; colie.m m. M31- 20-176 1 . '. , " NI_ (-)--,-. `_ (..)M-om) IIANDS " US ...... , . _� --'* ,.;..-,:: , (-).",." 1 %1, 69ROM-IWKI-.AaJACLKI-M-STOr.OZWoOD ,:�i- 1017 1� 0%� Re "Otill, I AI:VW.A, -'---- Cit-01301710 me It"Bet WALTER A ItUff �, Pt M4- --;--.-- ___ �- ___________,_____.._______ - 4 I FVWC. u" 4 "167 1��PLM__,_`!IE-4 �-_ -, - _.______ __ _. I .- --.-----.- : !NSIALLAILQN--DLTAIL$--FQ-R--RE6-VLA-R--PAN-LL-5.J--gk U INTO EXISTING P0UR0__QO CQ CRIl LQCK SIRV U S __ACREIL__QR__ _N_ ..,_.B QL_RE_ - "C"DIS Fail CONCRETE SEE SCHEDULE ON SHEET 9 - POURED CONCRETE - IF RrT. POILRED CONCRETE rap MOOD SEE SECTIONS 0. SHIEF, 12 J, W, OR C.�Ncjv[ BLOCK - Ot WGO=E BLOCT' OR CONCRIETY SLOCII 3: W. `REQUIRED CONCRETE ANC"CM REQUIRED .M AACHO", IFIE0,11tin) Co.." _K,AS - , - ID (MN MALAP7-517WHOUE VALWEY) , - ��I. %&A WA I - _ W sock" a" : __ WSCHFIDULF - (UT !`CHFDT,J o", DAIL IMA7 I SHEET 1) Slarn 0) s4r 0) I --- i " ._ i r-47 I ��, . I ,", __ 0 I a 0 I 0 1 "I I 0 : .. . , I . - __Z, I I : I � , . . . : . 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S1 BOLT . -.__.__.] I- 4 DWM O,J"p - - - 00 I "LET) - 1 4 � M_ : 1 '1'j�4 r - - , 7/11*0/31* ON , hUl I I 0 12 1/2' DC CONC, it ANCHORS -_ sl_��_1;00__��_ _� ZA (SU SLIM ON t ODRIcom MicHORS, STAMM cow it ANCHORS; SHEZI v)- ,/4- MAX : a W/ sno (Sa SCM111I CW (In ICHOXA4 - SHELF 91 SHm 0) Mr , OR KD 1,OACR`E` OP 'C'MUL'It OR SECTION A -A -1 ( ' TyD. roLwn D.Cxm =, wout"TO SCALE 3/32' "Y" 001, co.:Rm w�� ......2 Kw.rD i I 4 VQUNTING DIM-T-. WALL-MQUl Q1RlXT_NQUhThV? INSIALLABON INSTALLATION RERKU VWr 5ECTION 10 SCALE 3/8-,. �',E UAM, � SCAU 3"s.,- ..I 1- I 00" T Tf4t, ,,,, ;i,k�k .... Il "I "' ,P,�-. * __ 4�...` Ehls".-!f�, FLORIDA BUILDING CODE (High villocity I cone Zori MOM Cold amlION � I� . � 4 : Z : NO. 44167 `. 1 = . - F,qt. - " 20 GAGE GALVANIZED STEEL STORM PANEL - BY - --- -- E.D. - n'DISI�l (� _H', L�I.N . SHEE7 9) -MR _Q�C,l rop & BOTTOM MOLIWINGS CAN BE COM91NED IN ANY WAY 70 SUIT ANY I INSTALLATION I 1. S .A: * 4i'Ju ,- _,_� = ... 6- -- . . �" -1 1 .s. S ATE OF`-- .-.W IF � . , '. , - -1110,41 �, , lt L ,,, O�F,- I ,�'o � � �-00 I . / I 11L , m-, vt-- a re.XISTOIATIF cometurr w/n/BIN PROTS. LLC. � `40c 1k. 91 � PITME. IT 31F. - __ - - ... "l I W-9/ , 6 , -- ,,,,,, SIT I- ` � INA K., .. - . __=RN, - OW1.11.1- I- , III _:Oe, QI`_ I's - rl�)wmk - (-)--§,.? 20-176 __ 0-� . . - - __ - """'I ..... I� . /s.n.;�;n AN, P1 - till A. . A� I i i time FIT . SHM . 01 29 i Cn-ii...., L. W (D a) Ill _F__j +_j U) :3 IM :�- 0 %-- C/) CL CL Ill (1) 0 C) = Z3 -0 (110 0 S.- 0- L) Q) L. L. (f) Cz Go :3 Ill :E < Z 27 < _j ll SHEET NO. SH 1.0 I I I - - it I i w/ POW" MIMI MA.m WALL AND FLOOR -MOUNTING INSTALLATIQN FOR .. aELIT� PAN EL5 A x NET N 77 4. Since, A k1al) c7x =1=1 __ .. .... 11 P IT" 'PeNre _AL2 v L,= eO1, c�lw PLEAD K ;41 ED. PLUM A L-LYA40 SCALE� 1/4 1 DEJAIL I k =Nea _r ri I. WWI WILIAN, low sweeter 0 m Rao V. �F_ f-w To efe,, 1 mx;6= -41 A mn & ELEVATION SECTION Y-Y 11 EVATION IOM SCALE DETAIL 2 SCALE UP coNOTKN,) MULLION SCHEDULE ON "NO', f. -U-) KC - MULLION spm m) REOUNn Mi. TW VULLIC)" 4 > e-G, To Y-8, 2* 4' 11fir P W-0, 10 ir-lo" 1* 5., Tl*- I, V_ 10' 10 a _O' 2* 6' 1/8' SPAIq TtrTFDCI AS PG.N. PRESSURr RATING IV P HMO SECTION I 5CALf 3/m-,- NOTL MULLION CAN ALSO Or, WSTAUED WIO STORTO I LS ON TOP OR BOTTOM SO TWAT 11 IS LOCA70 AT TOP OR 90TIM 01 �EI`ING (ONE PANEL OPENING W/ IVOE TOP OF NOTtOM) NO.44167 T1 JE C 0 -0,.ttn,w Cc OIW) ITT, N, ITT � fl," - Pf 20 GAGE GALVANIZED STEEL STORM PAXEL I Fez IN JDBAL PROTECTION PRODUCTS. LLC ./n/202. N HI - o, Fee INSTALLATIQN-DIIA-11,5-1-CIR _RF�C2_UAA8__FANKL INTO EXISTING WIN Jj__5TR,UC1URE 4 -T- r I �j _j WALL MOUNTIN HITALLATION ALTERNA&YE 1W SCALE n BUILD -OUT MOUNTING INSTALLATION I T criLING nmR _m WALL FLOOR MOUNTIN INSTALLATIONS - ALIMNATIVE 5 WALL MOUNTING )N - ALT R=-nw (SECTION Al TOP IS UMMED TO C55.5-67.0 MAX SCALE, 1/4' 1- NATIYE 2 A.S 0. DESIGN PRESSURE RATING) SC�E 1, 4' SCALE 1/4* FLOOR MOUNTIRG_ INSTALLATION - SECTIQN 4A 41� SCALE: 1/4* 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS ............ E UP TO 4 5&5. - 72.0 p IF 0 AND PANECS LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD UP TO 8'-S' MEMBERS TO HE SOUTHERN FLORIDA BUILDING CODE (High Velocity HUY icon@ Zone) NNE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EOUAL z No, 4167 t',mm Ir 20 GAGE GALVANIZED STEEL STORM PANEL tA`eN NQTF_ OF IErTeN ST E Of `Q7 i GLOBAL PROTECTIO N PRODUCTS, LLC. MIT, 11 L I E C 0... I P & BOTTOM MOUNTINGS CAN BE 0 111 0. IWWL IS M.. n'.*-. PHONE, ANY 20- 176 COMBINED IN ANT WAY TO SUIT ANN INSTALLATION. OWI (_-.1 I-ee. OeNeN,. _000,711 NN U "", LN ,i , OW OoNewt ANCHIM OOMON11 ANCHOAS CONORETE ANCHOWS; UK SINEDELF ON INEV 14, (SEE ScHaw on (SEE SCNIEDW ON--\ - eacc, MINE. sa ucmk ON 94M 15 s.w :4) r-3;- 1, 21 & 1w/15 + 1/4. 2/4. W4, 3/4 OR 4/4 1. 2 & IW/15 JI:- HA -to . I - _J I MA IT POURED CONCRETI, er"ro 4- P7- 7 UH_ - IFF I i I SHM 1. SHOT 1. me NMU (ARIONION "no Flow (WM� wmw NJCQ 11 me SEPAUI I" IN, SUNQUITION GLASS; TO MASS R I I I 1 1 1 i I I I I !!!!! I I I SITUO 0 .2 1/70 C Sc U� IT 2�.C, 00 W. (SEE PIT 2/1*) TI TV+ WMMW LOCII710" 111 2/14) fb 'v- IONI I 444� 1& 1114 OR CONCOM OLOCK -1 eUXAPEv 1/4, 2/4� 7A/4. 3/4 OR 4/4 2 & IW/15 1*1. 21 & IW/15 L-tpmrf LOCATION ON LIFE SAFIETY PANEL - APTA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (S" NOTE 'KIO*) 1. REG- PANELS W/ OR SAFETY flAkk 1 W/O REGULAR TRACK$ (SEE NOTE I CO,Kwf mmcHoas AFLOWI LAST PANCA (1) 10 Of NVIALUD AS PANFI LIFE WtTY STORM CALVING STALL (Sit SCHEDLILE ON- A,. IS K MONS31.0 W/ efAP -Otf s-m _5 --- Q_ OPTION J1 FOR LIFE SA ET T RM to A KPATE NSTALUkUO% K NTENO[D FAC R FROw I" IT BY )R NSim PANEL (t or SIRITTIrtu fm SCHEDULE am ELEVATION S.m ") WALL MOUNTING INSTALLATI WALL- D FIM MOUNTING LATION SCALE .3132*-1' SECTION-1 SCALE 318' - I' - SECTIOH-2 SCALE 3/8- 60F,I (T 1 7""' LAP V-77- I LIFE SAFEIN STORM PAHEE, CAN K LOCATED AS AN END PANEL (FIRS' (A LASI PANLL) OR AS AN INTERIOR PANEL (ANN PANEL LOCATION IN W-M(N END PANELS). '17,104.7 10CATION NO A LIFr SAFTTY PANELS WAY OR MAY NOT K INSTALLED ADJACENT TO RECULAR PANELS SEE NOFF 0 (W/ OR W/O REGULAR TRACKS.) 2. LIFT S PANEL CONSISTS Or 0039* rA1VMQED STEEL SIORW PANEL AS SECTION B-8 P C ON 0 SIW 2 Or DRAWING SCALE THIS IMiF TO RE REMOVED OR NSTAIJYD FROW 14f �SOE OF "F STRUCTURE. 11�nl TOP TRI 1. BE COM-ENT 12) & EIOTTONI F 3 LIFE wt, rr AS N BE 111 2 Or HIS DRI C=j-f rOtlWNG COMPONENT Of -NSIALULD WALL OR FLOOR UMNIED SECTIONS I THIS AS WELL AS DETAJLS I 2 ON SHM 14 2 ON SHELF. & z FLORIDA BUILDING CODE (High Velocity HUY came Z.H*) 4 M;Y. LENGrN FOR COMPONENT d) IS 15' = Mo. ANCHOR SPACNO FOR COTAPONEqIQDANCvoRArE AT BOT-000 IS GIVEN ON 20 GAGE GALVANIZED STEEL STORM PANEL , SIErT 14, SCHEDULES 1& 21 COMPONENT WAY BE PERMANENT OR REMOVABLE �o All Q� GLOBAL PROTECTION PRODUCTS, LLC. 5 SET DETALS TIOR INSTALLATION INTO WOOD rRAME BUILDINGS ON SHEET 15 INC. 5 IF 51 $fefr 6 SEE SHIFTY A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE tPISTALLAT44 OF ff. TE1111:0 EPOINEW .1 1- 2D- 176 0-- A )NIS-1546, F4C (IMINNI-Sn' SPACERS AT TRACKS INSTALLED ADACEN7 AND BEYOND TO tUr(!O/WD0n BANDS 11 A 11 1.1 FLO" N� d 07 _�N leem I OF 26 _2ESjGN_yjEj%ffiE RATING (p.s.f.) AND_QR_RE5EQHDM MAXIMUM PANEL LENGTH "L" SCHEDU PANT-r-6.ra -A!"- . F. - I A, _AAA, .3. D Me MI 00-OHION, Mo* 1.�- OF TRW .34.0, -7" - ___ __ 1 r-raft Lrn 2 I 2 3/, sewtv I no. 5 .S&S. -724 ir-ar, Lmmnv F.Ru I a 7 _j v1F-* oll Lm I In' Im L 0 111 a 'm W/ It.*. �1* SS US & WNW . me. A OF ANIFL DULE-EQR REGULAR $10 11151ALLATim 01ING-MM.RETE &_.QMRET.E BLOCK STRUCTURE Y Fop PANELS (04. 0 otsm"rKoNs As PER SECTIONS I sm) . ON sHEETs 4 A, 5) _PA,e so M50M "TING (P.0) mv,Km sp� " to, - '12. - APPUCAW to secrom 0 a Am, cmwft%ym OF i TAPCON CP W-C&P rAx- _iniAa a ,L H. toomm 10 olme" Dom*" IIUOW to C.-KRUX Am it" -, 10 00-COVI CwKftm a', to CONCOM cowcmm ILOIX N/. N/A "/A 41 NIA r (TOP) I MIA k/A 0` N/A 4/4 NIA N/A r WIA N/A S" A7 MIA r */A (morhoko �50A -MA v WA N/A k/A N/A SIT N/A T 0 U133 m/. N/A 6, S. 1. OT N/A N/A 6" 4, N/A 7 Crop) H/A N/A a If. 4 cw"om) WA /A I? In- a I/.. z In. a I/.. 9" 90" Ic I TOP OCHO"t TYPE & SANCANC POR NSTNU.`te6 A'a WOOD "few WAVING. MINIMUM ANCHOR SPAC.45 AND l� CODE OWANCt An NOCATED ON .4 SCHRIAL I" LO A' M THAN NBEAIM ON SCI REDUCE ANCHOR SPAVINU ITT VU1EUftYIA3 F� ON .Ec�a IN THE FOLLOWING FICTORS TOM TH6 OPMT TO FIT PI35SKILF. RLCV= LPNONG OWANED Fh7TDP SNALL war of duas 3-Now 14-110 ILA Aele� Tot /... ft-oft low . `WKUI` A.Ull me, Memel, 0`) 3 1 3 s $ I se see, 00 3 1 wjL FA ONE mmq _12� tmm + Ji�l 51ALLATION DUAL$ _RF_QQLAR_PANELS,� t & INNOL LOCtTS UP TO 5'�O' 00 6 t/4' O.0 tNN --.EX15T WOOD STRUCTURES I PANELMATE ff ID a* ANNEUMATE ftm III 12 112' 0 C W". I IIV W 114111ADED ALL L'"c" UP 'To H, 1,mmAc .0116 HIAO1,TI NET ED to V WIN HINIM NQUIPAP _k wOLHWc ALTERNATivr I w ALTERNATIVE 2 Yt svetsw ok smw a 6" 111INVIATION ON sow 6 To ams 4XV34, 17 1 .41 rot ED I I ED. to If F-- T 112- i LQ: W� PLAY 5/6* LONO WWS GU&HPIG I/.'2Q4' S 6 . 5 6 9 1/., D c 21 9 ty JM PON PNNOL 117NOTHIS UP , .-D" AND 8 4 I/to 0 C MR LENGTH% UP To W-11* - PLAN ON INeE_Tf 'EmALL Ic OR IF PANEUNYFE PLUS 6 12 In- 0 C WITH I ALTERNATIVE 1w ALTERNATIVE 4 or PLATE s�f ALL LEw rou#" UP 7o WOOD CONPRNATIV ITIONS & ANCHOR DNS NO't 54UTTFR �.� NO' '��OPTI 'OR CLARITY DIRECT tQ11NJM_1M�TJQN AtIll 111-0111T VQMN TALLATION ALIERMAILY"W ALTERNATIVE 7 .,c&f 3".1-1- sca 3/8-1 Notts I. INSJALLATIONS ARE ONLY VALID FOR BUILDINGS WIN A$-D DESIGN LOAD' ENSC up 10 -5' -72.0 PSF AND PANEL'S LENGTH UP TO 8' FLORIDA BUILDING CODE (High Velocity NO can* Zone)l 2. FOR NEW WOOD FRAME CONSTR CIION. *ODD MEMBERS TO BE SOUTHERN UI o 16 .*= I 20 GAG PINE NO, 2, W/ SPFCIIIC DENS' Y or 0.55 OF? EQUAL z No. 3 GLOBAL PROTECTION PRODUCTS. Ur. %qL 11LIE C 0... TOP & BOTTOM MOUNTINGS CAN BE HKN, I- Few. It XFU. 20-176 jeef-ISMI. 1. leHNI'le-I'm COMBINED IN ANY WAY TO SUIT ANY oNeeNo iNSIAL:ATION IN ,H60% f S1A,,TSXftETUIff/a0YT IN I I or Mii w" F1 U, I 0 112* STUDS 0 LNIWY OVERLAP T�2 /2'DC) HOLD PANEL n 1 1011 ME SEE NTEROR PANEL \- END PANEL $cHI #I scmwm OR (I) - OR DIRECT WOUNI SPAL�, SPACII PETAt1A_ I_ L-WA.LL-. M-OU INSTALLATION (APPIKABLE-TO SCHEDULE -1) ScALF 3118- - I- MMLMUM A.S.D. QESIQN PRESSURE JRAIINf?- (p.s.f.) AND VORESPONDING MAXIMUM ANCHOR SPACING SICHED IfqSjA��INTQ CONCRETE 0; CON RETE BLOCK SIRMIURES 5r.dWULJL_A_I - *,' LIL - .1 112' . STUDS a C, HOW - (Cm. 3, Mo. (CAS __ As& UPOO. OF AUlI_ PAN111001I IREA"wt 0 PLUS . 'CARE To DEIVION PRESF.M - To w, � IT * � oN&HA, MAKWUM LI To to To To TO 10 To I, pAT"g .I comemm 11"04MPE aLm Dom"I"m " m m mjXA c o"cam c olm" 11LOCK: cowcam Dow" v_OCP commm CONCRETE i BLOCK a, 6' N/A 6' N/A a' N/A 1 0' N/A I AL 2 (W) �5b,O. - 12.D _V -7- �NLA+"i/A_ . 7 9 - _V g- 9- v T (Boy7c;;) 5 .-o OR iEss III. N/A N/A N/A a' N/A 6. NIA N/A I A, 2 �550 -72.0 g. 5' ='s - 2" 7 1/2' 9- Q. 2. (so I 0 7'-S- 1. N/. N/A I N/A 6, N/A 5' N/A N/A A, f" TO 8 8* 1 SQKI , 2 . ZJUJIGOR MQWS1_;QW11DN5 I WTWM-*--" - 3 IZ2, WAwM AS a -RCSSM RATAK - 1 � , W. * 11/9' FIRM to' 0 mKIIII USE I (TIED 0 IT TINNY AP 7 AWMO APPLICABLE TO SECTIONS 0 A, 'Y COWWWATO' WAMMUM PANEL Li7mrint -L (ft) 10 DcNcPm IAW- - CONCIUL OF THEM +49.2 -615 3. 3' 4 112- 4 Iff 2 (BOTTOM) 7'-6' OR LESS .528 -06.0 3' 3. 4 4' 2 (BOTTOM) 7--g- OR LESS .550 -720 2 112* 2 1/2' 4 3 1/27 2 (BOTTOM) 7-6, OR LESS -72,0 2 1/2- 2 1/2. N/A N/A 2 (BOTTOM) p7'- 6' N/A W/ S, I ,7 OM) �7-- TO 8'-8- 7* III- SEE ';' SEE SCHEDULE SCMCDUIX 3 #2 FOR -_ #2 FOR 3 - ANCHM MIT, AN SPACING 1111� DETAIL 2 ; UDOR -M-Q-UhlftW-iN5lALLATIDN-fAPP-UCABLE.--T-Q-..$.C-HEPtiLE 2) SCALE: 3/15" - I' .MAXIRIJ��QU_ PRESSURE RATING (p.s.f.) ANDGMUP-M-M MAXIMUM PANEL LENGTH "L" SCHEDU APFA&A06L ONLY TO- SECDUNSE j A, _� _NlXA%*, �rv�. LIEL W1.01 �IWULFANL 2cm 2b_vw -1.1- - - - I - "I - Peet, PeEl"WE N` NO.441 67 SEE PICY 15 FOR ANCHM TYPE It SINNOW faft WVAUAD04 NYC WOOD FILIJAL WILDING � ANCHo. 11PACINGII AND WOMEN WIFE DOTMOCC AK NIMATtIl IN �6 t(TK-E IOP I o U`rs T� INCHATED ON, smmu == ANCHOR sPAC%G ITT WULrW P� IHOWN ON 5CHEDLAX In THE FOLLOWING IACTORS POR THIS OPERAnt)" TO BE POWWt NIUUCED SPACW. MAMM U3M FACTOR fellhu, Not OF UISS MHAILIM SXNN� Ik=AqD TOP EACH WHOP TYPE AT ANDRaft EMEND ANCHOR Tot IW=N or M.,G J1 3 3 L/2 3 A Acm La OOK CEOPM FACNIN F -7-. FLORIDA BUILDING CODE (Mich Velocity Hurricane MV_M_VM._A,S.D,.__"5IQN PR G AND CORRESPONDINO-MAXIMUM-AtIC1128 19AQW2_5_CHEQULE FOR REGULAR -STORM PANEL5jj& Im INTO EXISTING CONCRETE & CONCRETE 81-0 (VALID ONLY FOR PAKLS(I)& PINSTALLATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. 5 A 6) NA so Lfs" MACIMEMI ANCIO% SPACING FOR LO. - 3 1/2- IAPCO. a TAP -GRIP C�i IW IT PANKILmelt PLUS sow SIT A'Pu L 10 SE �s & UW PANEL -muof U, 11 To co.1 0010"mm 2U3CK To cow*m coNcItm OLOCK to tomc mm to co-com aocK 1-clece-1 co'c"Im To To _� To CONCRETE KOCK IF or W. IN 1. NIA N/A N/A N/A 6. h/A 6_ N/A h/A N/A I (TOP) 1. 4' N/A_ N/A 61 a" 1. 1. 1. 1. N/A N/A f I (BOTTom) 6' NIA N/A N/A 1. NIA N/A NIA N/A N/A _ 2 (TOP) 6' N/A N/A N/A "/A N/A 6' N/A N/A N/A 2 (1110,11rom) 55 5, -72.0 NIA N/A N/A 6. N/A 6. N/A N/A "/A N/A 3 & 4 (TOP) TO W-O' OR LESS a 4' N/A N/A 9* a' 11. 1. '1. N/A W/A 3 (wTrOm) 61 k/A N/A N/A N/A 1. N/A 1. NIA N/A N/A 7 (lop) 6' 4. $#/A N/A 6. 6. 6. 0 0. N/A N/A 4 & 7 (ODT70M) N/A N/A 12 1/2- 5 1/4- 1 z 112- 9 1/4- Is 1/4- 6 1/4, 6 t/-* N/A N/A 5 (TOP/BoTTOM) +50.0. -53.3 N/A N/A 12 1/2- 7- 1/4' 12 '/2* 6 1/4' 6 1/4* 4 1/4' 4 1/4, 6 1/4- h/A N/A 6 Tiop/eollom) >8'-9' To 11-2, .550. -72.D N/A N/A 6 t/4- N/A 6 1/4- 6 1/4' 0 1/4- 6 1/4" N/A N/A 6 (Top/sortom) TO ll'-2 N/A N/A N/A N/A NIA NIA 6 1/4' 6 1/4- a 1/4- 6 1/4- S. 9, 10 (TOP) +43.11L -48UD 4 N/A N/A N/A N/A 41A N/A 4. 6' 6 1/4- 6 ve a (90trom) 1 DR OR LESS 4' /A- N/A EL. /4" F/4- 8 1/4- 2 (BOTTOM) 2'-4" LEM N/A N/A _-_t/A IN/ _F A /A N/A 6 1/4- 6' A 1/4- SEE SHEM 10. 11 AM 12 TOM ANCHORS "HE A, SPACINE FCA INTO WOW rRAmr FLUKE104 WWW,-W xNC,04 SP�INGS AND MINIMUM I= DISTANCE APE NOXATrD ON THIS %CHCDA[ rOR 10 JSS THAN NOCATED ON SCHEOULLE Ouk" ANCHOR SPAC" By WATkPLYHG SW�W SHOWN ON SC11toLtt ITT IHr I rAcTORS; FOR T-M OAUIATON To of POSSIBLE+ PFII SPACINC 0111""M Lswc s NOT. K ass THAN MKUW SPACING NDICATED FOIT IAC� �Olf TYK A. ANCHWIS 'I" No APO" Irm ,/.,. loco. 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W/' 1/2' 2'.4, W000 REQUIRED RE"ED 2'.4' WOOD PIATE REOURED WIN THREADED PINIT11111101 A' 1) ElaUr/. -0 LAG SCREWS 0 MID WIDTH OF MATE 8�40C STAGGERED W/ "12' WIN El "1110,110. DIRECT MOUNTING INSTALLATION NL m Mmw1oT. of PLATE ALTERNATIYE.-OW, DIRECT.MOUNT INSTALLATION WALL, JAOUN' INSTALLATION %4AL 3/9-1 ,,,§ MOUNTING ALTERNATIVE BW 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W A, IDN ONLY VALID FO BUILDINGS WITH A.So DESIGN L.ADS UP 10 +43.8, -48.0 ps.f. AND TO P CS LENGTH 12*-4' ANE UP FOR NEW WOO FRAME, CON57RUCTION WOOD MEMBERS TO BE SOUTHERN C, PINE NO. 2, WC/) SPECIE, DEN�� or o5, OR EOUAL. j, F N FLORIDA BUILDING CODE (High Velocity Hur lcono Zone) No. 416 20 GAGE GALVANIZED STEEL STORM PANFI NOTE FOR COMBINATION lop IF BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ST TIE OF GLOBAL 11LIECO.., PROTECTION PRODUCTS, LLC. INSTALLATION PHONE 11., 1. (INY1.0 .19, 20-176 51�13PTAAFUWAA.It _oO0$1I I ,MFmm A MUT 11. FLOIWDA - 1 .14, . IN. 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Up TO +55 5, -72 0 P5F AMD PANEL S LLNCN, UP 10 W-11' DILWN Lgi z . 4 1 '. � III III - : 1. 2 MR Rft *000 FRAME C CnOA WOOL, MEMBERS I() MINE 40 W/ SPECInC DENSITY Or OR [DUAL � NO i * 20 GAGE GALVANIZED STEEL STORM PANEL BE !FOUIKERN I � , I . E.I In, . -,----.------. _ __:S� /- - 11 * *. P_ 2. 0 5� Z - . , , ", __ *_ _ __- , --/- ST, - ... ---. GLOBALL PROTECTION PRODUCTS, LLC. .R. I a, _*.. , _ . / 111LIECO.. .. -, M�I_i� �b, .. ILC "'Sit ... OAK, % STRIT, 'I-k xr-, I I `ILUT " -, - J � ..... ... .. - A. . - - - I, ... . j'S.".1-1, 1. ,_'. .7', 20-176 ""f"ISSIO I Px. � Im"l-Kop - VARIEH-1 � I --- DIFFROND ft "'I"HI 1100 E Rk/MWILWIVKK OR-001141111 0 WALTER . 'Lo' 1, RE .. 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(j) A, %r,_ I. � I - 1- DAN m - C, - I- sg&r� F I ! i UHRI - I z Xt i - 11 O� . 1 � ur ; � : F-E, Is" i gx 11 Wr%i ! I h EXIMIN; I i a' -'I ��, 1, i� GLASS 1 � 0 6 .1 I ��. 6 : I ! t, CLASS � 1:1 - � I - I . I 16 I I I , , r . . � I I 1 1 : � : �* I I � � j I : - I , � i � * I I � : II � I I . 19 i � I i . i , i : �. bt ; � % , fi, . I I I I : I :, I _ __ ,/1. -I' .. . . , �� 5 A FT ., ,;;� � 5 .9 .1 'A'. . ! 1 ,4 - .P, . 4 I ,,_ I �, i : - DYEALLA, . 11, .... !.-- __ _ I , � O~ , � ; I � . . � - .11 Ft i i *-,-* I __ A J I 11 � I � 1.� - I ! i � � __ I -_ I ! i � I � . I ft � ! � I ! I t I ! a. I : , ", : 9 � . 1, I - � I � , I - "I I� - � 11 . G . G .1 I I .0 Los I a k OR I I IL ED. I � L .�' I , I . � I �� . 1 i . I - . �11 r � �: , ,01 I � I t_J - , - - ___j I I I", - I I IF I , . 1� I .- I � E=_ 11 T E . IVAW 5 ,/2- 1/4* 3 4's S. ME W/ - ,/".11I A;�': I /3Y WING NUT 104SWER ,,_E�_-�� . 7. � , 114-! -20,.1/4-S S. V-S. w/ � 1 7/6 II WING "LET WASHER I L� , � & 1, "Yr. . 3/32, WING NOT q " �� , - ,� t _Z/810 . 3/32* WINK, I 0 12 ,/2" OC � � i �� BEYOND) I I . WASHER 0 12 1/2- 0.1 IFLEF WASHER (BEYU,O) �4" TAPICONCANITHOPS %14' ANCHOR$ _41,/4* TAPCON ANCHORS __ �z TAPCON 4 1/2- 0. (STAIDGERUD W/ STUD) IIAPCON B 4 /2' vv� (STAGGERED W/ SrEi 4 1 /2' O.0 In 0 4 1/2' OC POURED CONCKII IOURM CONCRETE POURED CD"CRm O�UAIIDO CONCRETE OR CONCRETE Rimi, 04 COWER. E BLOCK OR CONCRETE Si CRT COAC, fit BLOCK REOUIREO WALL MOUNTIMUNSIALLAIMN Fir, , WALL, QUMITING INSTALLATION REWIRED r, INSTALLATION WALL .EO,XFFEL` MOUNTINQ INSTALLAMON SECTIQM M SECTION 38 SECTION FIA 1ECTIQN-All 9-MULAR-EANILL 9 LIFE SAFETY PANEL 9 RLQULAR PANEL 9 LIFE 5AF L PANE �CALE 5/8--i- SIALE 1/8*_1 , �"! 3/8'--' brAL-1 3"e,' I/'S. I SEE SWET. 1. . . 1. INC�OFFS TYPE A - I' ....o. S".1". I., AdIALITILI w, 0004, ,--- - - - _ - PRAMIL bulumm lm�Aml w . Vkl. AACID. S-AZ�FAKIF, .0 *,v COKE DwsALLE ARE �`FUD Ji -Al - - I AA_ D�� =-" _i__ 'CHEW,j Me ED "I'S N" "e"ATED - A. WA, IN,i I - -_ - I SCHIMULIC INC " sP.OW s"pi O. SEW wo,"wri ARCHOR � -OLKE - Am& Ew m'NDMM ii- roam BY THE FOIOWNC FACTORS FOR EXPIRATION M BE FOSS811- W;LJW I I/'- �- SP m OSTRINEL, LSING FACTOR Z""" WE BE UCFS R- pAPIRMAI IERAERA� ..4"'M - __ IF I/,- - ,Do Mr. AA;HaR TYPE OR IPr5 StHLOULL - 1. I. I I , I,- L_ - , ` I!F'�, EINsi, . '1�1�_ FLORIDA BUILDING CODE (H;gh Velocity Hurricane Zon P : .I. 1�' ..� s ___ .: Nu� W67 --. t 12c2o, II AD 2D GAGE GALVANIZED STEEL STORM PANEL r, *: * . , * 2 DRAINA, In, . , . -1 I I-- __ - _ �_________� GLOBAL PROTECTION PRODUCTS, LLC. O/W t I- - I , - ��' ---,, v,,- - , / 11LIECOINC. �_ slist) 9�. 61 ��, .I� 1111111 ,I,. , ,,_� I.". - IF Al �� come,.w FARE. 1 .1i - 'TE OF`:!� h_1 ,;. 20-176 .- - ilz "" , -� , , "" PAORI. (.6.)M-yo..%. FAR tell"Te"-I'm `� M, - 1I Re".1-1.1 " �, � 1.11 ... 04, 't 07, -!'4 .-.I 1 - I' I i I o"WINK; . 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REOU!"m WASHER 0 [(KYONO) . 1 114-10 PANELWATE PLUS T14-10 PAWUMTE PLUS 0 6 I/6' 0 6 I/v cc. w/I jIoFm' : .1/4Z"g. ,7X"t MIN "Fit TR TIM I MIN, THREADED PENETRATION AT ARDWIDTH 01 PIATT 7 AT MiEwTiq OF PLATE I i , I ; I WALL MOUNTING INSTALLATION WALL MQUNTING - T1QN ALIERNAIM-1AW ""'FIHIN, ...... ,ik N I.,R%, Itt "'o", . #__M_.5AEfM_ PANEL _y - _. - .. �� ir,RU 3/8_�I" ...�c SCALE 2/8--l.. , - ,c k .. - � \ FLORIDA BUILDING CODE (High Velocity Nor icon* Zone) i Ni : . .2020 I'LlEM - I � i 20 GAGE GALVANIZED STEEL STORM PANEL ORMAR A, 7 INSTALLATIONS ARE ONLY VALID FOR BUILONGS WITH AEC' DESIGN LOADS = * ,� - - = ': * ( - - _ " ,, __.________ __ = . . �� Up TO +E5 5. -72 0 FEE AND PANEL'S LENGTH up TO V-S' _ S . E _�� , _A`_ GLOBAL PROTECTION PRODUCTS. LLC. 0'/"/M' _�O-. s ATE __ * -- rum , "T - 2 FOR At. WOOD FRAME CONSIRUCTION. *000 AFEWKRS 70 91 SOUTHERN , 'r C 0 INC , 2-e, Pw s A. 51 vvw PINE NO 2, W/ SPECIFIC DENSITY OF 0 51, OR EQUAL '00'.. , aRto ". "I IL 11311 .. 'k F ` � ....... - .. - A. . Als - _P .1. PHORE, (-AIW-1.6. P. EF'.XAAR_FnFO 20-176 " N AJI 1. ____ - EARI-Pos 1. (AXR._.N - O"I'MAK, . """"'Z, �FIH`1`6,1 I, . �Fmurve,/U,r - (A-0006719 ,. SER A PILLUT 1. It. - ....." � 0, 2. - FILLIKINl, LK 1 4IFIFF , I � I - I - I I I � . ______ ____ __________ INS TION DETAILS FOR OPTION-.#2--FQR--UFE-5AFELY--SIQR14 PANEL SYSTEM INTO EXl$-llN-Q2DMM--C-Q]4-CREIE--QR-SQNCBFJS..-B,LQC.K-�M.UUM I 4' TApcoN mi I A* APCON ANCHORS Q w* G.c 9 9' cc POURED CONCRETE PO"Rin clj.CK!t � D CONCRETE ffLfX* RECLINED I C,.:-: I K OR CONi K,OCX .to.&ro I _C1 �, I __1 I `� � , 1 - �_ j 1,,`4' r.D.- - - __ "', � I 1/4- � I I -:i- I M.. . I I . f-I - I .1 i, I ; I I - . 112 � COW "I& I : -�. i . 0 1, I , , I . �_ 11 V - I I . gar. - I 2 , �� IL =TP. I : ~ Em : i� I �.) I . � � U I I � I EXISEli I �! 11 ! It x ILI" I i � I I j !, ,_Lzll_� .1 A I I I I i 11 ; I I : - ! 1 - -, i 0 I I � �, 101 1. I I . R : 1%, , � I 4 . 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GVE DISTE Of INEKAIED DI _�___ ce- ?!J- _. 3 __ - I, SEW x_E MR ED 'ns, THAN, ,,itIcAYED - 1�lw FIENKI .AcW,F, IVIRK'AIG III P-) , 16.- � W - 3 - - - 3 ,/� OCR& EA om gown PUM W111p, L 1PAC,AD %.� II SCHED"' IS, THE ML-D FA7TDAS FOR NIS 0-00,10 TO K POSSIBLE REDUCED I , ,/2' ___ ___ , .15 - V� WAR&D L&W FACTOR 1 ROT I ,/r. � K LESS NAA VM.JA SWEI .D.C.111) MR IAL� `,� 1P, � NIS %WWI[ - I. I DO I_- , EC -------- - I - � 'Ir _�] 11 . . - _ - I— - 6js �, 11 ,- � �1/ 11, 4�-, ,Z, I? -, . : I I . . . No. 441 . er.. * : W 1 . _�$'.' STATE gi ..'*.- ,f E��TII ki-�),N-,W I " . , _ ,IN --fz IONACWV.�41.1_ 11 ...... 0401 . 'r-) ... / __ - . " SILRIL/UWAAMIRE/LATE ______ ,- -_ I E-Z 4ANG SFDRM PANEL WWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.0) HAS SEEN VERIFIED FOR COMPLIANCE N ACCORDNI WETVI THE 2020 (Ith EDITION) Of THE FLORIDA BUILDING CODE DES WIND LOADS 5HAUL BE DETERMINED AS PER SECTION 1620 OF THE ABOVF NEAR IONED CODr� FORT WIND SPEED &S RMUIRED BY THE JURISDICTION WHERE THESE ISMUTIERS WILL BE INSTALLED AND ED A DIRECTIONALITY FAL70A KII-0,95 USING ASCE 7- 1 6 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) 01!AGN PRESSURE RA71NGS INDICATED ON SHEETS Z5 OF 26. IN ORDER ;O VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DVIEFIViNED PEI? ASCE 7-16 SHALL BE FIT" REDUCED 10 AI DESIGN WIND LOADS BY MULTIPLYING THEM BY 0-6 IN ORDER 70 To COMPARE THESE W/ MAX. (A.S 0) DMIGN PRESSURE RATINGS INDICATED ON SWEETS 2b & 26 �N ORDER TO VERIFY W, COMPONENTS AND ANCHORS ON THIS P�LDE AS TESTED WERE NOT OVER STRESSED, A MX INCREASE N ALLOWABLE STRESS " WIND LOADS WAS W1 USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS Si DIET ERMINED 04 ACCORDANCE WITH NOS 201 5 STORM PANEL'S ADEOUACY FOR IMPACI AND FlOICLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECOON 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TCSTINO LABORATORY, INC REPORT j 2032. AS PROTOCOi TAS-201� TAS-702 AND IAS-203 2 THIS SY57EM HAS SUN DESIGNED to BE INSTALLED ON THE outsEDE or THE OPENING ACCESSING 10E OPENING FROM THE 1NrADfI;%Os;S)* USE OF A LADDER OR LIFT THIS APPLICATION IS VAIJO WHEN INSTAILLAT110h, IS PEYENDEGI TO eE PERFORMED 'ROM IDE OF STRUCTURE. 3, SERIES 1000 W.AkLATION IS APPLICABLE TO SINGLE AND DOU13LE HUNG SMILE WINDOWS WHEN INSTALLATION IS RIQUIRID TO 3L PERFORMED FROM THE INSIDE OF STRUCTURE 4 SERIES 2000 INSTALLAIFON IS APPLICABLE 10 SIP40LE AND DOUBLE HUNG AND HORIZONIA, SuDtRS SFYLL ITAIDEA06 WHEN INSTALLATION G REOLIFIED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 5. AU. ALUMINUM EXTRUSIONS 10 BE 6063-16 ALLOY &NO 'EMPER (UNLIMS OTHERWISE NOTED) B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-"14 ALLOY 7. ALL STEEL SWEET METAL PANELS SmAL,, HAVE STRUCTURAL QUALITY STEEE_ ASIM A-653 GRA'.),' 50 M.r, (ALVANI STEEL DI'SIGNATION */Fy. 58,5 "I (AFTER ROLLIOD). 5 ALL SCREVES 10 At STAINLESS STFTL 304 09 316 A1S1 SERIES 00 CORROSION RESISTANT COATED CARBON STEEL AS PEI' [AN 50018 W/ Am YI L IT AND 911 As, TENSILE STRENGTH III SHALL Y W/ FLORIDA, BUILDING CODE SECTION 2411.3.3 4 SO. BOLTS TO BE ASIM A-307 GAILVANIZED STM� OR AISI 304 SERIES STAINLESS STEEL. WrH 36 AP MINAIUIE Vri 5TRC.NGTH, 10 ANCHORS TO WALL SHALL BE AS FOLLOWS (A) jQ_EAMMW,eQU&D_=Lftn- - 1/4-0 TAi ANCHORS AS MANUFACTURED BY ITW BEAUDEX. ING (MIN, C-3192 FT-) . 1/4- 0 X 1/8- CAUK-iN ANCHORS, AS MANUFACTURED BY DEWALT INC (RON, I'i:PlIJDDO p.A.i) � 014- 10 RANELmAtE rtsmut In & PANLIMATE PLUS ANCHORS, AS MANUFACTURED By fLCO CONSTRUCTION PRODUCTS. (VL"o ... I I ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANLLAIATE FEMAi TO & PANFLUATE PLUS. A7.) MINIMUM EMBEDMENT Or 1/4-0 X 7/8' CAI ANCHORS SHALL BE ISE 1/11- INTO CONCRM. NO EMBEDMENT 11,10 AM FINISH MATERIAL, SHALL BE PERMITTED 1/4� 020 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGHISHOULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/t, INTO ANCHORS A.3) IN CASE THAT PRFC.W STONE. PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL OR FLOOR - ANCHORS SHALL BE LOING, ENOUGH TO REACH IkE MAIN STRUCTURE SE-IND SUCH PANELS. ANCHORArC SIMU K AS NIFFIFINED IN M) AND IN A.2) (0) TO QrTING MHETE_Eij�_A" - 1/4' 0 TAKON ANCHORS AS MANILFACTURED BY IT W. 81,11i INC. - 1/4- 0 IF 7/B- CALK -ON ANCHORS, AS MANUFACTURED BY OEWALT INC W-1500 ps%) F - 014-4 PANELMATE FEMFJ1 In AND PAAFFILMATE. PLUS AW.WORS, As RARAILEFAI By ELCO CONSTRUCTION I- I-11 PRODUCTS (f'?DII psi) I I lz�;I`tDD - � 20 GAGE GALVANIZED STEEL STORM PANEL ..� . _ _L - -,-.---- ;_.�, 11401- \ GLOBA . " DAYIE IIILIECOIINC� ul"R S. .1 6.9p _. - I a t�ttffl" COMPANY ". C, DARK. P, 3"14 20-176 . - A 1�1_ __ ", E". y�-15.4� .. (OS-)�-I c...."Aw, -Flow -, - INFARK4 All, -.01141 I Fm-li -.-r. i Z � F:_�_7� � ___ - __ - 8 I � MINIMUM EMBEDMENT OF IAPCONI ANCHORS AND PANELMAIE PEMI TO & PAI E PLUS INTO CONCRETE BLOCK SHAU BE 1 1/4' 62� MINIMUM EMBEDMENT OF 114'0 X 7/8* CALX-01 ANCHORS $HALL BE IS 7/8' INTO CONCRETE NO EMBEDIVEN, INTO ANY FINISH MATERIAL SHALL BE PI_RMi 1/4� #_2D SS Eli BOLTS USED SHALL HE LONG EIROUGH(SHOULO ANY FINISH MATERIAL EX." TO ENGAGE 3/4" INTO ANCHORS, 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS 19E FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN MUCTURF BEIIIIND SUCH PANELS, ANCHORAGE SHALL BE AS MF,N?tONM N ELI) AND IN B.2� (C) ANCHORS SHALL BE INSIALLILD F011.00W; ALL Or THE RECOMMENDATIONS AND SPECiFICAIIONS OF ,*RE Alli MANUFACTURER 17 FT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNILSS OF THE "UCTURE WHERE EWETIER IS I(, SE ATTACHED 10 ENSURE PROPER ANCHORAGE MIS SHUTTER STOLL ONLY BE ATTACHED 10 CONCRETE. HFOCR OR IVOOO FRAME BUILDINGS, 12 THE INSTALLATION CORIONACTOR 15 TO SEAL/CAU[K All "OFFER COMPONENT EDGES WW,H REMAIN IN C(WINIEDUS CONTACT WITH THE BUTLEING 10 PREVENT WzNf)/"N INTRUSION CAOIX AND SEAL. SHEMIN TRACICS ALI AROUND tttl LENGTH 13 STORM PANEL INSTALLATION SHAI CXXWPILY WITH SPECS INDICATED IN THIS GRAIll rtU$ MIT BUILDING AND 10NING FITIFUIABONS PROVT017D By THE JU46FEACTICIN WHERE PURMET IS APPLIED TO. " ATRIUM WINDOWS AND DOORS. INC, E - Z HANG STORM PANEL SYSTOX� 15 PATENT PDMC, 15 (a) THIS PROOLICT EVALUATION DOCUMENT (RED) PREPARED BY THIS ENGINEER 15 GENERIC AND DOB NOT PRGI INFORMATION FOR A SITE SPECIFIC PROJECT; ;, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.rD (b) CONTRACTOR 70 BE RESPONSIBLE CDR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING EWE SAFrEY OF THIS PRODUCE SME 0 ON THIS P E I) PROVIDED Hf/SHr DOES NOT DEVIATE FROM tW. CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY At SIFT IS THE CONTRACTOWS RESPONSIBILITY (D) T,41�, PRODUCT EVALUATION DOCUMENT WLL BE CONSIDERED INVALD IF WCOFLEOL (4) SITE SPECIF)C PROJECTS SWIUL BE PREPARED By A FLORIDA REGISTERED ENIGNEER OR ARCHITECT WHICH WiL BECOME THE ENGINEER OF RECORD (C.O.RT MR THE PROJECT AND WHO WILL BE RIESPUNSLIBLE FOR; THE PROPER USE or THE P IF 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO THE PX D, ENGINEER. SWAI I svemiT to HIS LAVE:R THE SITE SPECIFIC DRAWINGS FOR REVIEW (a) IN4 RED. SEPFFi BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF IMF PROFFS90NAk ENGINEER OF RECORD THAT PREPARED ,IT -0 STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY W516ILF LOCATION AT SfORM RINI IN ACCORDANCE WITH SECTION 170111.3 Of FLORIDA BUIkDINO CODE ONE tAUrt SHALI Elf -k W[D ILIR rA RY OPF-1.01. LABELING TO COMPLY WITH MCItON 1709&2 OF THE FIORFOA BUILDING CODE qo�7i�� A. t "" AW....... !zz;;,,K, . - \-�c EnTse" -%��,. I.. . : � . No. 44167 . ': W. ; * :* * I _. __ . RE SEAL/SKAM,m/m. FLORIDA BUT ING CODE (High Velocity Hurricane Z ... `4*. Is"., - 20 GAGE GALVANIZED STEEL STORM PANEL , .___,________.__,___.__ E.I . 07/2-/- IWYi _ - ." 11L1EC0,.0 ,, GLOBAL PROTECTION PRODUCTS. LLC. HOD SIR 11 TIM, RARE EE 3111. "Oe, 011H)_� FAR MORONI - 20- I 76 OFMAII .� f TMAR * EAGRICITAXING COMPANY . AA . - =_,WRAL A ... - . 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T � -15 .= " , = E M . 0 a- ILI �1: ____._ - __ __ - - ___ _ --------,-- ___ _. � -_ - , __ .-----..---- -----..-- .- -_ '/24 WITE 2 0ELM ON - QR_ 3 lb,r(t 1N T TI _�ETAIU EOR SERIE5-,299-9--AND-IQO--En�2,...t.iAN-Q--5TQN I (SCALE 1/2-I-) i IFIL/2411o, 4 IN/ ON WIC .0 . ._ 2'/24 III- ,724 (WIFE mv� 3 NiUmn I PANEL I I � INTQ FORE"g,NCRETE OR CONCRETE BLOCK fl�.I, SEAS FOR COWAnt * I T T-i;ir 4 * EACH, , .-,_ _ � ___ - so '. FAA. CONCRETE ANCHo" I- 3 III . - sc-l-lu am SHEET M, f� sCkEW_____- - --tm SCHEDULE (A vlw Ems -� v m" eo,� ___ i 2 5s I' - RE r\ I . SIDE sul"a am 2, '_-r__2.'.77('B"`*T I —_ " , - - F5 196- (TOTAL WIDTH) I - I.''. 11 . ... � , - -1 - 7.25o* -2 591"- I�w - I / " _�/ 5)_.��, . I I . - - ,IN , Eol"'Al"T - I --oi) . - .----- " 5 WIF Ft ( � , , �� I N _=_ 9. - - - - - _ __ � - __ - - I - � r.) - - I = FAR of I �`... rj4 - -RRY, AReoce, )--�� - &R.E. " I- - 1, - ,-, - !�)_;(- .1 Cn -F--j __� '', Cry __" �D 1-4) .) 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W/ EDGE " . 25, FOR WOW sciffll �maft qri 4 r,,,D,No4�IL&�kv4 a.. 9 I k m oulp, 0- 1, j - SEE 9.10VA5 SWEET E& MAY `AIAIAP - == I - � ", �,�, I - I 2�_�' . mr" I (Doil .. ,/,,s(,) - - . PANIEL5_,_ TO HE RIVAL.:! I-- I I I �1' 617, OVEAAR N 11 11 . . I : " I U) - , RARE. ED To RE AWALULD AT EACH CIEIHXG�MFITALWAVIS K FIRE i I .1 ,- I : � .1 ,-*&, I'll., 81A3 v-, r W/ I i 4 I F< I -1 , �� I ft rC, `!F_ CROY W. SHALL ALWAV1 81 =.01D,g CHR WAR HANDLE To F LATE WE 'ON "Ir , 1-111' --j, I il I *0,01, - TYPICAL ELEYAT.1 I' 111,EB, I WANDIS TO FACALLETATIE TYPICAL ELEVATION r R SIMIES IF WIWI TO BE INSTALLED MOM i L --- " � 00 - i � IS TROENOED to I E - -------'%'--- - - - : I 12S, BE INSITAUEO FROM INSIDE a SIROCILIFTE , - --�,.' I . i1i: I - E7-k-RAW I ,�rFw E-Z HANG STOR L I I ! I � - r. - JN-L- - ! � r. - ly I 0 i � � .. � If P 1 I , 0 - � `FCsLE 3132' - I* III 3/32' - I- �J___-__ ...... A .- _`1_ - I 9 __ - - - I I 0 - - I_ 1- __ - - I I . , , h I .! g .1 I i �-g = I 0 It ;. 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I � � - I 1 256; (1) I E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - I I - � ��77 - " 1: — ; I - L-I... i I (ryp.) - 5' wIl. - mans , � ` ./ - I I 1',,�=;;� z'? I I -1-1 , "W/ CIO fl- . . _,pAve I_ �' ,,��_ " = - � . - 4., z_ ''. � - ? HANG SIORM PANEL SYSTEM CONSISTING OF PANEL , BOTTOM W/ PANEUMATES -i 1i 11 � '_ - I . � . I � . � _ , ,� mu - I . ��, =_�1111;. I III DEENIETTON-Of KIIII f VAI' TRACKS AT Top At FIANEL�IE PLUS OR 15' LONG �l 5�� X. , 1.1 __PR I " "M9 �j I, sp/ -v win - WHAT C- '"W.XS TOP & BOTTOM. (2) END PANFLS S1MK1 ALWAYS BET�DTE7 TO EXIONG STEEL IFALL BY MEANS OF '. �. PA ,'- .. OFF to .. �ol,� : � I/ -KA, I, / 5 /, * , , , ,x i (�) *jRR TRM Q%) EA��L 6 2"W(Max.) ALUM, ANGLE P=LMBA,11S GRIE 115 ON w I . .- m - I . W 0 (D ', Is SHALL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP FAR - ,3 M- I: Awoon ,t�I-E - AIrt, st"An I wo AN? WIDE (2) (ED PANE BE PROVIDED AT TOP Of SUCH PANELS E , ,1:1 . 0 1 LY W LONG / I , Emwem" - ,_____4a wu OR sub 1 4 It* at 6G6l--Tfi Alurn. ALJ_OY WING NUT OR t/4**_2o'3 ARI'L rHERRSS`C D Lpy A's C2 'I - _� ,,-----411 I," com"'i \\(6-) , _ 0 SHALL C. TIM To � _2 I'3/,IFP� TRACK AT BOTTOM, END PANELS F.:-':'-"-)--/ �" , ./ 1/414 %E I y OIL, ... "I i RE* I"TOSisp ,�� I .. , AT � _/ I ", f -7 r- 125* (3) IF ENO PANELS ARE CONNECTED 10 BOTTOM TWA. CONNECTION SHALL CINSIsl OF DESCRIBED ON 140TE (3) FLOW) I YWALL.ANDL DIRECT MO WING INSY. - am gm � (n 1/4- J WALL MONIING INST, SECTION I' Its AT Ell FIT OF Iwo PANELS ARE NOT CONNECTED to BOTTOM WM STOP BAB SECJION I - 0 571 Ta-7- " "TAkPoP;V1X"M05M �UKB'IVI�421`4 "GANGTA'sU&N IM/4%63�4' MInHtH 1ABSCREW I INTO R AT I,3) FOR CASES W14EN END PANELS ARE USE JOINTLY W/ 15- LONG q) AT ELQQ&_TQ_,CE - 5L BUILD-0 TING INST, (z OVoED AT TOP OF SUCH PANELS I MI"! WERIO rLA1 FL04ES Of END PANEL (gR`So1`A_LMj6TCENPD �C&r 3/8.1* UCTION 3 S311crillm 4. 44) IN CASE THAI END PAWELK ARE NOT CONNECTED TO INDIFTCH" TRACK (,.e A STOP SAR (-) FOR AmAjAATPi WHEN END PANELS AND SOME INTERIOR PAWLS ARE DIII - 4 ___08 FACIL-1. SCALI 11A SCALE 3/8-1- cn I IS ONLY USED AT TOP) AT AIGASI TWO PANELS SHALL BE CON ECTED 10 9GI10M TWA MOUNTED To Fxmlw. silk I MV &.. 4 US, SPECS INDICATED ON ABOW IN SUCH CASE. NCDNNECTt0h OF PAWLS UYEAN OF PAN"ATES. ONE FNIERX)R PANEL BOTTOM VIRPIAET �!Y PANEL (DIATION WALL S '111107-111HON, to AID MAY BE USED JOINTLY W1 TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL I ., OF - 'm . H ..... 11 ...... 4" TRACK VAN OCC Wl TWO PANELMATES FOLLOWNIG No SHOWN ON E�SUATI,. AND We/ V �kl_ I I - - -1 .I Feet, - � or (D ' COARO, 1. relci o" I J, . �.�� I I. ." a 4. rl 74 _ ED .t Mir, EDGE "S'A""Or' ", " _ 4 Iw. RAVE INA Iw OR 41`!.�`i 0 9 �5) SEE SECTION OR SHE SEE ANCHOR SCHEDULE ON SWEET 2b ACT NEED To BE ,C4S - __ =_ , I IRPLA-APPA lyn a. ,W1T 2.1 '\'�ENS,' Lij 76o, . ...... 11111414i -: EA-1 Is I-11ALLED i - 7`� `- l�'- .1; .%' I '.A .L O'S , P .... .. . !� �;;,�', 1111 11 THAT ADJACENT PANELS (to LM & RIGHT SIDE OF I ERIOR PANEL) �VF I a __ ?40114 - �� :E , Oft. MR.) ro�. %,�,,.� - S c IF I ,4 - = I �� Y * \,\ S" �� .4 T F" '-- � S � . I i L� % " � , a" 'Al BY (2) z .1 .. � � /." .". 1 LAP, TIED I . : NO. 44167 : : - I z * - - I I � z : N .44167 N -.-!`� IF ORIDA BUILDING COD . " = FLORIDA BUILDING CODE (High Velocity Nor can. Zone j I L, -.------. - - i II L FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -144�1\'i,E FIL E (High Velocity Nor fcone Zone)j - - ) I - ��_j , I *: - * I - I 0 - ;,.'E II-E.. - I < : . . . � COMINNED i� - - m �Jl .1 . - �10. .M0, AC z ,,Jv?D PIT= INT. 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MIN THREADED, PENEIRA AS I . I i I 1 A� 1/0. .- Y/'�5`�L&'/-. "J/ L / O 0, a, PLATE .1 SEA" CA I.Al � �,I, Ct�,[ I I a A . - �, ;; I NOVIr III Rule* I . ' r- 'fo X, 'jMs I 0 I 6 OF rtalw,32" � Hum Ev "M 'A SINUAN) , 4'. / , An PANEUMnm KIS . -It I . 0M.TKATION1 * I, IS � ;4��r 2 O.C, T I I I OP,I I �� " �- 11� : 1 " V-,- 1: 1,4�.I.Ar W , /A'# .UCFW" 0 '. 0 lx� , MI THINEIRM PtNrIRAnnFI V. 0 1 7 - 11 . . . I I " THREANE, 4-rvtc. '. ` Ww" Ou , - 0 A of PLAW " ALTERNATIVE 2"W I OF , FLAT OR ON AM - .- � - .A ".. no Era I � SCILLE ! /.'. �, � KATE RE;= r"? ) - - , I I # ALTERNATIVE EW I I SC&E 1/1*' I BUILD-QUI Mj2gllm ----- FI=R TO CEILJN MOUNTING � -- -1 I U0115 I ALTE NATIYE 4"W I I ; I I INSTALLATION I NV4,1ATICAM ARE 7 vIvm ED* 111,U)INGS IN LOADS 'r,.0N, si�f ',,�'-t ' "T' A- I DIVILo - , IT O0 IV, .66 0, -?5 IT AND PANEL'S LENGTH Ill Toss'--Ic, 1�1 ,,,,,,I ;I ritu,, ERNATIVE 3"W p I 0 ", iLit, I : � I , m -.4 III , TO PaW WOOD FRAME CONSTRUCTION WOW IALWWRS 10 S-E MOUTNEX,, I" I ......... �/ it, sc�f I,..-,- PINE A., 2 W/ OPf,fx � Orm"Ifly OF IT SS GO 17OUA, - �,, .. -,�ENsj,..14i`o, v � -..- ---- - . �, . � I . � � I � � FLORIDA BUILDING CODE (HIgh Velocity Hur cGrH, Zone) NQU-1h JI r �, -' : No. 4 167 ,,�, 1;�11�` -11 -- � I 1 * � . . I 20 GAGE GALVANIZED STEEL STORM PANEL "I PFEIL 10 0 - � I FrE IIO�iE,-AYS�-?&-L00. I� con"c"O. mRc.S 0 W� -- - "./= TlPEmv-,rA,---AA w1tit'" 1 I" .. STAT OF I: .- - ' CL08AL PROTECTION PRODUCTS, LLC. " Gin. � ,1:1, ,. , . � . (OF 011 -�! --i-::---�- / 11LIECOm. \ ALTERNATNE TOP HLAQER it -/ I i ! of tiolIPARS �,O,. � e� .... v,r ITTIP --ttu�� "I'M' I 0 "meoill ,11 1. " 20-i76 . -s/ _P1.6 P. I_ ,"On., ATIO K; I. :11e /I / - . PA - -- " L.. "Al", .�Im ""', $/0 It. - A -I- 1 - - - i-I "' I I I - TO liLl" AW 'NSI-11ON I-) , , , - I-I"=z1Iv' -. SCALE ,/.' . I- ""IFFOH, - I I IT%- 'K," ".1"iP IRA"5 .01 S,owf lop 11 AnY - -1k,"AININ"I"All I "" LI I t= LN, ,,.,I'?, r!�, - . - ,�, - .- I - I I � - ---.---------- , .--,.--. -- , - - - � MAXIMUM kss,(�,, DL ION PRESSURE RALTI G (It.s.f.) AND CORRESP014DING +2/4 /A. 3/4, 4/5, 5/5 & 6/5 .LE PANEL (t) LENGTH "LOP SCHEDULE ONLY FOR REGULAR -STORM *W/6. 2W/6. 3W/7 & AN/7 PANELS -INSTALLATION INTO POURED CONGHETE. CON9',RETE BLOCK & WOOD (t) -3, MAX ANCHORS (SIR SCHEDULE ON 3* MAX, � I' MIN -,- - smm�s 0. to &it) � I - - - -,. Am.- NGLE PAII[ELS-�j)-LWRLMb= SOWtLE--PANLIILJKSIR&99CLAI-L&Lh 6 a - - a a I � S, AT, TOP OILAOTT10IM ENILY111LIRACKS (1, - il -fj. &,U OR ). q). q). F'7* I - I - F r, "I- ,L -��- I I I D.M.,C2 -I -- ,- -- IT" -1 - *1 -r- - r- T -!`.,� r- - 7 7 - -T - - - 7 -; - I WiTtt tRAM-1-oft-4L * DMI-ME0.01M.Al-LACE LHe /--N ,:-\ Z-11 - 4 , 1 4 � � � I I ; � . 1. . . I I . I Y , i , , I I I . . . . . MAX;MUM P NEL LENGTH �. "L+" OR L- .. (ft.) a "'""" ASD mS,CN PRCS'SURE RATING CC`4CRETT A, Wool) "'STA"ATIONS t (1) IF I ) I. � -) - - . - L+ . I - -4--, - 20+0 t2l-o* 12'-Q' ii� � -- ---- i2=.,.. 0 -- 1�� jog II'-4* .1.7- a.-,. . - 'a .-a" -a�-- .!!�.�- O'", ---!!5------!Q�-1' 0 - , -!!S 50 C .!�-� I.- 1. 1��r 0�41w '" 0 I 1 !,.-n--2-,-Q1 --.-- -0 8:.--AL.. ... 0 8 -** -2i--y� r-41 . - -!, iv, 0 7' "i " 72SID , , -,. $'-IQ* - -- Sao ,.-,. 711. - 'r-1- 01-51 Ali- - ""We- I o'-9, - 6 ,:!�- --!�� 61-0 �. - I ---!i�!-- + FOOLIP 6'-Sl I - Is'-31 . - - 81-1 -!�- jr-S, '0',� - - 31-.71 ---�--F- t- .1T!OLo � - � -----LlI!L- .. . lips I - - MAXIMUM PANEL LENGTH "Lt" OR -L-' (ff.) 0 MAXIMUM kso� r DES .I, lRESSURE RAIM Ep.. E) L, in -) CONCk. f & WWD INS7.1"TONIS f L. - -1 L - I 1-1 200 .---. 2S.0 PIF - * ' , f2*- TO' � ij -.?: , IT.-, -- JOLO Of' -a' 10 , a-0-- ---�CF-70- 0,41 -z* #'-s* 9 ,_2 . -- emia - ------ *I-,, "-,. - 0*-r 11�2- - .- -.30.0 --- iio fi.-j - ---So�v 8-,-0 I- ---L-a' - Ir-5, -1-1- ---- $&a -------- Tii 0. I...,. - T- -,. I - - .?1-r OT;., - 1. -- JIB& I.-,. 0 1-01 - ago 71-0* - ft I-W L-f- 0'-11 -!!g 90.0 -- a--$- - ,- - - SISO C7--)- - - -L-1 S.-t7- - rogo 6*-J* $--;I- . �- :060 8'-Jl" '. 61-,. ----- Flao ' - a'-?' -11 -- "S.0 . I - ,,-to, to, - MINIMUM SEPAUTION TO CLASS SCHEDULE -,.-- MAXIMUM PANEL --- WIND SPEED 4 170 m4M ----- WIND SPEED , 170 PIPE, IiUNCTH n) -- ,-�-Mrp�;Nw- ui�csii,,Nam , ��I,LED v OR LESS - - 135 il� ii ' " I' 6' � 6 1/4' - - -�-1 - ____i I; .- 1. - 7 0- - We - �00 to IRS 11 1. - I 7 I 2' --- 7 112- ---- - -- �"Wi -iwl 74 -1. - -�11. UINIL11JU PANF'L 1rNGTW himl FOR A GIVEN UOUNTING CONDITION -_ TOP DIRECT 1. ., HEADER .U. "OR , ,51XI5, - I "- TRACK ft PD- , TWA I "W ."', C-O,T " reux i BOTTOM -:!!�� ANGLE I W POE ES I - M = -- DIRECT WOW . W 55. 1 so, I SO- . . 1. 32, d- -!qs�� -.1 37* 1. . 42' - 38 k� - :32- --..-. - I 32- - 42- -36, , 67- - - 60- - -�,- i . 32'-F--1i2-- . I '. IS . so . ----- � I I ----- - . -- --, � � 32' !- 38' 1. 1. 1. So. -". -- --- 4 I S'XI .5, VW ARAUE 35 - 3 *r TRACK I 55 -1 -- -j�-&WF'ff -IW4& -- AN I SUE (�o -- -- so -44,DCRm --------S0 -----L--,-' - kp�;. �� or qj4 I �j I 1H I 11 I , I t - --�[. I � 1, a , . 1. .. 11 . - --�j 1-1 . I . , -1 .- -[�""j"�� - j... -J�j � I ,�i ;"� 1� I - - I I L� I , - .-+,, T 1 - ] g I. � r 1� .. - - -] ....... E� � I---- - . , I � 4 � -I - I -- , ,'I* [ H - I - , - --- - �4 . , -, - , -- , - , , "l-, 1] I - - - - I " UNDO :�j 0�,7 iio6riii PAINILS R -211,1' i , I 1 1/40 CLAP � (SCE SECTIONS AS � S S, 4 S WILT W1 I]$ 0 EA O%T _ APPUICAMILF) "I I j (SU SECTIONS AS APPOCAGUE) a] I I I . I 1 , I I " ; ,� " I 11, . d I I 'I 1 'L I - J I � 1 1 , � , .11 � . *1 �` , , I I , , ,I I i I , I I , ,. I � I i I 1 , I ': I : - D.M(�). 40. -- - i , , - G -10 I - [ . - 9 I I I I I . � I � i I . g - , ; I 1, I - -, - , i . -. :41 1 03-19 I I. WAN - I- I - "- - : 2/4 1/4, 3/4, 4/5, 5/5 III 6/; " AN - N ---1;1W/6, 2W/6, 3W/7 & 4W/7 - - � I ANI;MM (S&L 5CMEVULf ON SHfilS it, 10 &IT) - L d) ELEVATION , N.T.S. 1/4' Mile GNP 2.607' E a (Wt OVERLAP -1 IIHOLE WULM . - - I � / - \, - , -- \=/- -- x z - \ Y - Nm "'.4 - -\ / - 11 I -- - - -- - -- MAX, GZ10 \T-/_ 1 - -/- \-r/ %-/ P1 I r-) (D T N.T.& - NOTIOSI 0 (1) L* MAXIMUM A.UOWABIL PANEL LENGTH FDR A CNEN POS4TW AS D DES" LOAD L- MAX AILOWABU` PANEL. UNPIN TOP A TOWN NEGIIINE AS 0 DESIGN I OAD (2li PROCEDURE TO DETERMINE MAXWUW PANEL LENWH: GN,r � if PCS,,W AS . DESION LtWil), OCITIPMOR MAKAMULI PANEL LENGTH 'L-' #Rom SCHEDULE OWN A WITIMITIVIL "D DESIGN LOAD. XYTHWINIC MAXIMUM PANEL LENGTH 'L-' F CA SCKO)LAL FINAL MAXIMUM ALLOWABLE PANFA UDiQTH IS FOLOI. TO !1q J"UN WtOMW PANEL LENGTH BETWEEN 't. * AND ,I . 1 (.,3 SEE SCHEDULE BOOK FOR AN PANEL LENGTH TOW POROSIT, QUAUFLCATION ----It NVA-LAYNONS INTO *000 ARE L,MITED TO . 95 ,,A f MAX A.S,D DESIGN PRESSURE RAI)NO - - III III��ij�f& '� ., .1 . �71�*, .... .,OF.. "'I' - - AS.. - LCADS A . 1ANii7.1NCFHS ,OR I _, . usto t�y r �, .... -IV ... .. "t, i, r. N -- � . 111k,r. . FLORIDA BUILDING CODE (Nor High Velocity HUY Icon. Zone - . , � .1 I .. � .ma `LPELO. - . "I z : O. 44167 24 GAGE GALVANIZED STEEL STORM PANEL Z , : -� Z ORRIAL W - ---- z� * I � -- --- ---.-- - � -15 .'. ,-- * r , t-- - \ - 1/17/111" 1 TATE OF ��- :�. C. '\ GLOBAL PROTECTION PRODUCTS. LLC. 0 LATE 1� 'j�,,. r - t'�---,;- Z Aa- .-M, .W S. 11 4IFIRL . ;� -175 " -/ - -TA.ARAA . Alne `AAL 11. . ORIDII, .`0;.A ),J,,,-,, = -AP. . IF - ,.: , , - = I ,, ,- - (-)�-,�& ��,L.Mi .... 20 "I'll" - l`:�=- ----.-r - -., - FAMANG . FF lot if A,AA,vPr/oACF OU.N 11 - 11-1. "" - , -, - - -- i - & OF IS I k� I '... . 4 1 . - - - - -- - - I - - � - ----.-------- ----., 1NSTAL1IAT1ON-PF-jAj1-L-$- FOR REGIJ PAN f I ELL) I I------------ ---- INTO WOOD STRUCTURES ! I - F-1.11F]. C - - i I L --,Ti - ; 1� I i � � - - - - � � ,F. zPHAT401 i I WOOD ANC40RI., � i I 10 GLASS -�11 I _ �SEF SCHEDULE ON I I : - (SLf SCHEDULE 1/4-P-lowt. 1 SHtn I ( i I I 4', 1/4,1120.11 ; i V.,%v I � ; I A V,w "OK, INATI, ON SHEET 3) 1 A 4 I/.- oc I I- I q I -- , - I - I � -1 nim, Pre mimm, . --- - i I I , - -- ; t , I LvvM ORR Y4.1 i I i 'L, MCA, : I r - -- I I - I i j - , fxtsllK-; i I PANEL LENGTH I � WOOD KAQI�k " I - I [ (SEE So i KouiREO - - (Z) WOOD ANCHORS . - , : � GLASS I I "EDULE � I I I ISEE SCHLvULL CA - i I . ON SHEET I I FOR l . . ,/, S.FF1 I 1) I t I I - i I I , �=,oti --r ."12. 1 ,x4ai4KC,rx'� �� r I ,- 50% . SPINGEm " ; . . r ", I a, - SPACS__ : 1 OF 'L I I I , � . - LENGTH 0 "!� MAX, I i I I WOOD HEADER I- : E0 I : � I I 2' 1 1 1 REQUIRED - 1 -- iI -- � I I � , M). 1 Air, I . . , 1 � ; � . , ; C- -, : : --::::: ) ! I i I I I I ED , -, '. - � I , F----, , . - � (S-) I I j , : � : --- @I* IAAX� LONG ALUMINUM SPACER$ 6 12 1/2-1 ! I- I I Li ft.-IH- I GO (SEE TABLE #T ON SHEET I I,) I j I Win : 01 - 11 - i 'L' MAX 1 1/2' LONG SLEEVES. I I SEE "011 " BELOW FOR UMIT-OCOIS FOR I SEPARATION I V MAX IT � ; TO CLASS I PANE', LENGTH : PANEL LENGTH i i r- ISLE SCHEDU'r : (SEE SCHEQUU 11 I (SEE SCHLO if � I ON SHEET 3) 1 ON SHEET 3) I ON SMkEr 3) : I PANEL(MATE ;UMAL1,10 OR PANEL MATL i : , , I I PLUS SEE SCIEDUL ON SIVET 11) � ; I ,� I '."'-�.B�. 0 1 . I Miri I � I I �, ! (LOS FOR PAWL. . i * : UNION 00 7-071 , S i ; EXISTING I I I T,.F-,3,z i 2'--' WOOD � , - , UsT!;NQ - -2 tSIT SCHEDULE - : - (�) PLATE REOUIRLI) � ; CLASS I ., I ; r ON vEE- 3) I DIRECT MOUNT WZ--2AM -- - - � UA : I * -1 ! " " t , ALTERMTIVF 2W' i I 1 4.- : - L I I T - I . I SCALE 3/6.1' � I 1 'I) , I I i54 SEE TABU PANEL LENGTH$ OF � 3001 � I - . � 0 12 1/2- O.C, MAIL "tl ON SHEET I I FOR MAX, I .n DESIGN LOADS FOR THIS INSTALLATION, I I i Of *L* L F` I I I - I r- - MAX � � , - - - 7 ! I - i I x: Fi . .., : 0 � � - - -- 3 4' 1 0 I, ,,, O.0 I I �---i-1 I I I ---- , [ � � I I - -'------ - - I F� -7- - --I I ; , -i mn- il "I ALOCD ANCHORS * * bm I ! "I 1 4�--�= 1-44, 1 - � I I.OZAAGS11) W/ STUD I ! I �-- ---t- � (SEE SCHEDULE ON VRW S. VAY x I 'Ir Law V. I ,----- - ---- - SHEFT 11 : ) I 0) OFFITALIA11104 IS L400 TO A ON 510fty ORFLIPPAII, � tV-Q' 1 :2'.4* WOOD i -(4) 1 *5=. . MAI " 11000, =mmaa 0111=1z"NOMI ANY i PLATE REQuiRED I I Wool) ANCH"S - i "� ~ IONS, 11 I I STAGGERED STU r' WE SOWWM TO OFATP INTAT4M 1 2".4 WOOD */ ON 0 Oil SINIET 3 1� - . FEANT 10 OR I � (SEE SCHCOULF ""= PLATE REQUIRED � (2) ANCAURS GOING Oft COMPONENT! 94 ONAFEL RATE SHE" I 1) LONG, AS THE ARE � PAWL MAIL must SNALL. OR SPOCED MAXINKA, AT 6 V., oc� I i COMPLOOD ON't M III A WP� P.O. 12 1/2' ao WFANlc ."TRIED ON i 1 si� 6) i � (1) mAxemw RsxI DEWS porisvRE � L AMOLARL Is .W. -60 P.-I (3) W, 24 ONOE PAWL LENION 6 UMITTV TO 511' AT NA' ONDONG - I (TIVII 6 A R($1111CROW fROW LARGER PANEL (POPTINS AUDATill ON � I � 1FTOFW PiANG Ur�l . �tlx,u POEET 1 -1 � 1� WALL M UN.TING Z DIRECT MQURT : I 0 - I., I in' F,AIG SPACER COMPONEWL IRA 5 SO As Avr.ATEO i WALL-0-M NL, ALTERNATIVE -2W Via' 7 W.,ACCIF OF 1 112' L SPACER P n OALl ON K (3) row P� WAuATKA a 0 1 " , 2 1 ; Wn, AN T."".. euOb `MAA .., SCIALE Va- I' VPUD COMES 1, AND 3 AS Carew. . Ad"M � ALTERNAD-Vf-1 W � t- Illes ST I � S,�&E 3/8-" i (4) OWA41AWN KAUD Ole T FOOF PAND : vie.mG MDNM .0 THE 2020 (?RA rarrow) or THE rtomm I � ; � 11 2 A, I MR APW E ; com � I I110- i ,,,I Hof ...... � � I 0 117 ------ - - - -,. - - .----- ; I . -- - --- -- - --- L - ii� .,,,, N,C�..: � NZ7,N � ' *- "' � NOITESI - ...-` ,\CENS"`--��\ FLORIII A BUILDING CODE (Non High Velocity Hurricane Zonj i NQrE-f7QR.-WM0M=.DE-SEU= 1, INSTALLATION ARE ONLY VAL ID FOR MAX, A.5 0, z . . cem mu. RK. LENGTHS 2 - DESIGN PRESSURE RATING (p.s.f) AND PANEL Ii * . No. 44167 `� I 24 GAGE GALVANIZED STEEL STORM PANEL ! 11 I TOP SIT BOTTOM MOUNIINGS CAN BE AS PLR SCHIEDULTS ON SHEry 3 (EXCEPT rOR It . * : - I W-W . I . III, i - - --- - - -- 1 ,7/37/lolti - - ' z , 1. STATE or-�- GLOBAL PROTECTION PRODUCTS, LLC. . 0 IN ANY WAY TO SUIT ANY ALTERNATE 2W) - - * , --'Ij�, - ,, - �--, / --: 11 COMBINE 11LIECO.. .\ INSTALLAT&I % -..'IOFIIO). ,, , r-AF I . - I In.11 "A" --�!---- FOR NEW WOOD FRAML . ... ,,- 11- -.1 - A I OLE. 2, CONSTRUCTION; WOOD -1. " .,o X - 0-A NNO. FAA (OtHisma-va, 20-175 EMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC N� / � ..... � , - � - I-)-- - At - CA- "A"A"n' - I DENSITY Or 0,55 OR EQUAL. I "I"'JIM 6 liatualE RN." .1 .1 -F �;;W-.0 is - ,,mlm TF111,11,07 �s - � . I I __--------,---------L , -------- '---'-L - . -,-- - - -.----.--.- � I-— L-----I-- i CC) 10 UL!51M-,WQWIM1N. SPEC", L,cWll. G -.ktLDMLN� I STORM PANEL SHOWN ON 714S PROUL11 ClALI,131t. i�)CUWUNT (P L 0 ) HAS BEEN VIEWED FOR COMPLIANCE IN ACCORDANCE - 1/4"O IAPCClN ANCHORS, AS MANUIFACIVIRED BY f I OF RUILDEA, INC WITH THE 2020 (7U, EDITION) Or THE FLORIDA BLIUDRK; CODE THIS STORM PANEL, SHALL NOT BE INSTALLED AT HIGH - IT4-10 PANIELMATE FEMALE IV AND PAPLELMATE P1.US ANCHORS. AS FAVOLIFACTURED By ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ICNIIESB�MUM-DAOIL / URIMARD COUNTIES). - 1/4"It LAG 'CREW- PER ND�S DCWN *IND LOADS SNAU. DETERMINED AS PER SECMN 1600 OF ',HE ADM MENTIONED Coot FDA A BASIC VATIC - I/ I (I , 5/8' ") BUSHING. Ab DISIRIBUILD BY ALL, POINT SURVIN, BOLIL III SPECIALTY Go LPEEL) AS RE:QU`Nt0 6 THE ,LUR6'GXjjON WHERE STORM PANEL WILL BE INSIALLEI), AND FOR A GIRECTIOM.M FAVOR PD-OID5. USING ASCF I- 76 Mi) $HAUL NO EXCEED THE MAXIMUM (A 5 0 ) OES1(',E1 PRESSURE RATINGS INDICATCO ON SHEM (L 1) INNIMUM THIREADED nPICTIRAT)ON OTTO WOW OF TAKUN ANCHORS SHKI BE 1 1/2- AND 2- 1`0101 ILLITO PANELAOATE PLUS 3. 9 THIRV 12 & 17, It AND PANEIMALL FEMALE 40 IN ORDER to VERINY HE AEKINFIE CONFITION, ULIIMATF DESMON OPNE! LCIALYS OCTEi*PNEt) PER ASCE 7-16 SHALL BE FIRST PEDUCLO, 10 A S V DESIGN PRESIURE RATING Ulf MULTOPLYING THEM BY D 6 IN OADCP TO COMPARE THESE R/ MAX (A 3 0 � C 2) MINIMUM THREADED PENETRATION OF LAC SCAM. INTO THE WOOD rRAME VNIS SHALL BE 1 1/2' NO THREADED CAESIGN POCSSURC RATINCS 40CAIED 014 SHEETS 3. 9 rHRU 12 A 17. ITT PENE'TRATION INTO STUICC SHALL BE CONSIDERECt .3 PART OF T.E REQUIRED t4READO) PENETRATION IN ORDER To \'[FT,r, THAT ANCFKoNS ON I AS PE_D AS TESTED WERE NULT a4R STRESSCO, A .IS% INC CASE IN NLOW".0if WAS = USED IN THEIR ANALYSIS rASTENJEACS tSPA0N9 TO WOOD RAS BEEN DICTIERMINCO IN O, 3) MINIMUM EDGE DISTANCE OF LAC WREWS INTO WOOD SHALL HE AS NOICATED 114 THIS DRAWING ACCEIVIDANCE WITH N.0 5, 20"S STOW PAPI ADEQUACY rM IMPACT AND WIND RESISTANCE HAS KEN YEET,roED IN ACCORDANCE wint SECTION silm.i.? OF CA) MINIMUM PENETRATION OF 0001) BUSHING StIAILL Of. 5/8- 1/4* O-7o SCREW$ USTI) smml BE 1 1/7* 1.0"I MINIMUM THE ABOVE MENTIONED COE AS PER AMERICAN TEST LAD Or SOUTH FLORIDA REPORTS f(IIIII4 Ol-BI AND #0219 02-09, A, SHOULD STUCCO EXFSTr AND I- MINIMUM FOR WALLS PAN NO STUCCO PER SM 12-" A, ASIA C 330-02 STAINVARDS. ANU AMERICAN TMNG LAB SOUTH FLORIDA REPORT I I L 23 01 - I 0 AS IS m� TAS-201 AND TAS-203 MILDEOCULS. 40 AS PER CIMOI)LATIONIS PERFORMED IN ACCORDANCE *it SIEVION t1504 OF THE C 5) IN CASF THAT PRECAST STIONE, OR PRECAST CONCRETE PANELS, njCfO OR WOOD BOARDS HE FOUND ON THE EXtgtlNC Ft ORIDA SUA DING COCO` WALL ANCHORS SHALL K LONKC ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCOOPACE SHALL W. AS MENTIONED IN C 1). C 2) A CA) 2 All ALUMINUM FXTR`J%1C1NS to RE ODO-16 ALLOY AND TEMPER (UNLESS OTHEP"SF NOTED) SEE SHEET 2 (D) ANCHORS SHALL W 061AIIED VOILOWILW Ali Of THE, REVPIMMPNUATIONI� AND SPICAHCA11GAIS Of THE ANCIfOR'S MANUFACIVRIN .1 ALL ALUMINUM SHEET METAL USED AT CLOSIURES SMALL HAVE 3105-Hld AULOY 6 PANELS MAY ALSO BE INSTALLED HORIZONTALIV FCK.�gMt4G INSTALLATION DETAILS SHOWN ON 5EVON ! THROUGH 6 (SHEETS 4 1 A ALL STEEL SO4ECT METAL, PANELS SHALL HAW STRUCTURAL QUAILRY STEEL, A5711 A-653 GRAPE 60 MINIMUM, G-M GALVANI .HR(M)GH 5� EXCF.Tr` T14AT MEADERS 0 At (b SHALL Not BE USED STEEL DESIGNATION W/FY. 92 2 "I (AS -TER ROLLED). 9 eT SHALL OF THE RESPONSIBILITY Of THE CONTRACTOR To VERILEY THE SOUNDNESS Or THE 5TRTJCTUPE WHERE SHEMER IS TO BE 5 AFT THIS SHUMP SHALL ONLY BE ATTACHED TO CONCRETL BLOCK OR Woog FRAME ALL SCIREWS TO BE STOW LESS$ STEEL 304 OR 316 INS, SERLIES OR COAROSION RMS;TAM COAFED CARBON STEEL AS PER DOE VZWED TO INSUK PROPOR ANCHORAGE . INGS. 50016 W1 50 1,sl YIELL,"STRENCT4 AMP 90 As, TENSILE STRENGTH AND SK41 COMPLY W/ FLORIDA UUTLAIING CODE SECTION 241153.4 10 WH REGULAR STORM PANEL writ LENGTHS ONCE; Tial. AS PETO SEViONS 1, 2, 4. 5 6 AND ALTEFINATTATS 1W ' 3W & " ON SPILTIS 4. h.L6 at 7 RESPECTIVELY: SHALL HAVE A LIGIGUE AND READILY 1ASIBLE NLARAFKG INSITIV01NO OWNER OR FENAAFT TO I 90,T' To BE ASTM ,-I I GAILVAN = IIEI 1. OR A" -V4 SCRIfS 57ANKISS STEEL, WITH 36 L, MINIMULI YIELD STRENGTH 0 ' SECURE PAW S WITIL APPUCAMC REINFORCEMENT DURING PERIOD" OF HURRIC-W WARNING , ANC140ft 10 WALL 1IM&L PIE AS FOLLOWS It THE lkV.AUATK)N �ONT144CTOR IS TO SLAi./CAVLK ALL SHUfI,R COMPONENT FUGES *kCH REMAIN IN CONVINUlivs CLO41ACT Wrlil THE BUILDING TO PRVANT WM/RAIN INTRUNGN (A) Fg. JEA . rONCEIVE A= MORS AS MANUFACTURED BY I I OF OUILDEX. INC (Win O'e-3192 PA,) I 2 STOW PANEL INSTALLATION SHALL UUMPLY Wlik SPECS INDICATED IN IN45 DRAWING PLV- ANY 81.41.11ING AND ZONING RECULAOM. - I= - 1/4' 0 P, 7/0' CALK� IN ANCHORS, AS MANUFACTURED BY OPWAA? INC PROVIVED BY IftE JUMSDICII04 WHEfk PERMIT IS APPL?C0 TO - 1/4*0 A 3/4' SCUD-Sf I ANCHORS, A'S OrqlMWI(Ct By ALI PONT SCREW, BEAT A, SPECIALTY CO (Mm F'.-Som P.O,) 13 (PP) FOIS PRODLICT CVAUUA-nQN DOCUMENT (IF E.G.) PREPARED SIP THIS ENGINEER IS GENERIC A40 DOES NOT PROVIDE INFORMATION - 014-iO PAWLM*T, FEMIME 10 A PANCLMATE PLUS ANCHORS. As MANUFACTURED By FJ.00 CONSIEFUCIN)" PW)MJCT-1 FIOA A SITE SPECIFIC PPOJEDT. T, WHERE PAE SITE CONDiTIONS DEVIATE FROM THE P-CO - I'. 'P 'ANS, Ni AMC11ORS, AS MANUFACTURED BY OCAMI -AC (h) CONTRACTOR IO BE RESPONSW " ONE SELECTION, PURC�ASC AND INTIA.LAT;ON VICtUDING UrE &APErf OF THIS PRODU�T IA, 1) MINIMUM EMBEDMENT OF tAPF,�Otif ANCHORS INIO PMRfD COWRE7 SHALL RE 1 3/4'. 2- Pop FLOG PANLUAA7E AND BASED ON THIS PLO. PRO"OED Hf./SHL DOES NOT DIF64ATE FROM THE CONOVIOWS WAITED ON 90, IXjLUWjNT I CONSTORLICTION SAFETY AT SITE IS T-q CONTRACTOR'S RESPONSIBILITY 1 3/4- FOR ZAMAC NMUN ANCHORS (c) THIS PRODUCT f.VALUATION DOCUMENT MU BE CONSIDE14170 WAUD it WrOinED A42) CAU)"Ifil A SQUD-50 ANCHM SEMIt, BE EMBEDDED 7/6' WED THE POURED CONCRIFITE No EMBEDMENT WTO I STUCCO SH&U, BE PERMITTED. 1/4' 0-20 SCRM USM SHALL PA 1 1)2' LONG WNLWUM SHOULD STUCCO EXIST. (d� SITE, SPECItIC PROJECIS SHALL Of PREPARED BY A Ft URKA RIEWIFFIFILD lACINEER 014 ARCHITIEC-I W141CH WUL BECOME THE AND I* WRINKAT FOR WALLS WITH NO SWCO. A140 MAY BE HEAGED SCREWS OR ALL T48EADCD SCREWS WIG HEAD, ENWER OF PECCRID (E CA) POR THE PROUCCI ANEII WHO WILL PIE RESPONTIMIUE FOR ?LTE. I BUT *MI WNG NUTS PROPS USE Of THE P I 0 ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE P EID TINGINES, SHAU SUBMIT TO *EFIS LATTIER THE SsYL SPEEIric DRAWINGS FOR REVIEW i A-3) ON CASE THAI PIRCCASI 5TONE. PRECASI CONICREIT PANELS, PAV`CRS ' STUCCO OR OIOW Gavirm RE FOUND ON THE EXIS71MG WALL OR OLOOR. ANCHORS S941 Of LONG ENCAWGII TO RtIk& THl' MAIN ,TPUMRE IWRINO SUCH PANELS (a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIONAIURt OF THE PROF15SIGNA, ANCHORAGE SHAL� OF AS MENTIONED IN A. 1) AND IN A2), ENGINES OF RECORD THAT PREPARED q (a) TO-011STINg 0MCBM MALLJANTI`Lr�--v la %HUrICR MA"UFACTUPCFrS LABEL. SHAU� BE LOCATED ON A RCADLLY VISIRLI LOCATION AT 57ORM -qxK :/4: : TAPIDDIN ANCHORS AS MANUFACTURED BY I f W BVILDE.� iflc� P44EL SHMER IN ACCORDANCE WfTNI SEC-11ON 17099.2 Of FLORIDA BUILDING COVE ONE LABEL SHALL BE PLACED FOR EVERY OPENING UMBELLNG TO COMPLY WIN SEVION 17099.3 01 THE : / 4 P 7/8' CALK -IN ANCHORS. AS MANUFAL7TURED BY DFIVALL INC FLORIDA, BUILDING CODE _ 1/4-0 X 3/4- SOUD-SIEI ANCHORS, AS DISTRIBUTED BY At' POW SCREW, 60OLT A, SPECIALTY CO . 0, 4- I B PANFIMATE I-EMALE 10 AND PANCIVINTE PLUS ANCHORS. AS MANTUFACTURED By ELCO CONSIRVOTION! PniANPOH"HIIII - I/ 4- 0 ZAAW NAILIN ANCHORS. AS MANUFAC;IURED By DCWALI. INC ��j ��Jk A ,�o, 11 1. ;..!�. ". � .. V t) ALINIMum EMBEDMENT or IAPCON ANCHORS. FLOP PONEUMATES AND ZWWAC N&PLIFIN ANCHOR, INTO ME A� \1 E .... . . - FLORIDA BUILDING CODE (Non High Velocity Hur lean. Zone) - BLOCK VNIT SmAU, BE 1 1/4. s .1, ,\C . .-. ..I- - 9.2) CALN-IN AT SOOD-9EY ANCHORS SHALL BE EMBEDDED I/e' INTO rHC 00TICREIE BLOCK UNII NO 4k,�,,%,,44 67 `� 1 24 GAGE GALVANIZED STEEL STORM PANEL ..I . 1 - STUcco SHALL BE PERMITTED i/4- 0 20 SCAM USED SPLAU. BE I ,/V LONG MINIMUM SHOUI.D vm�o F)"ST. * 1 42I �-` U - -------- --*----- * - - - --- � A - - AND I" UfNWUW FOR WALLS WITH NO 7UCCO� -�r. \ Ol/Il/.. '*',... STATE 11LIECOomic ,, GLOBAL PROTECTION PRODUCTS, LLC. _ _ 7 I/ I— 13-1) I% CASE THAT PRECAST STONE. OR PRECAST, CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FT I .. 'u. _ _ . / `r-1 ,-. 11 -1. - %E'. I" 0 I -1>1� - 11 1, F"O", 8 iv -16. "" 14C 20-175 ,� - '"Nee-I'AL - (11".)AW-KnI 1 "I.StIN4 WALL. ANCHORS SHALL BE LEM EWUL44 TO REACH THE MAIN STRUCTURE IT! "IND SUC14 ANE � ss/,.-,.� 7., ANCROAAGE SMALL BE AS MENTIONED oN 8, 1) AND IN 9 2) .- - - AA `14*04, ;"O"N"'foot""Pt sue'rommoLoUTAF: 110 !, T*-.- I I - I -02!- ----...- . 't". LT" ,�.,."` 'AIT11 I LK 'A - � ------,-- - I I -- INSTA -) LLATIO-,DE ILS FOR REGULAR NEL 'j LNJQ-.p RED QQ�R TF,-.PR..,,i--QN-CBM-B-LQCtL-.iTRA&T-UM � -- XIS CONCRETE rx's"m POURED QWRIVIL L OR OL, OR CONCRETE BLOCK i,t�,U,RED . NEQUIREO, CONCRETE ANCHORS CONCRETE APIC"ORS SEE SO OLE ON (SEE SCHEDULE ON I I � .- . FXJSIINr POURED SHEETS 9 THROUGH 10) .1, , - C2,1 SHEETS I THROUGH lo� I * , � COWNPt OR - k I -%, I CONICRIETE IkCCX 0; I'll 1. �- �� ' ,' ' Ir I/,- I I f REQUIRED 1 14" - -1 . I , " 0 4 1/4' O.O. � - ��, - I � I MAX �. 11.1-1- NA4 CONCRETE ANCHORS , ;,�� I ---- - I I , 'I'W4 1 1 . I ISLE 5CHLOULt 001� - I I � ! L L : ill," SHEETS 9 tHPOLW"N 100, i 11 I � I I I I I .,� � I -- EQf -. : I I I , I f 4 � - j � I I i . (,A� 1 1 1 'I --r--___--L ------ -F - - , ) , �, �,Z'4" cl, I I I A I "' . ,� 1. : I , " � I � q I - il�,%� 4 , ,�A: �f ED 11 '0 - - 1'' ,�q.;a� P -, .0 I : I SEPARATION I " SEPARATION -1 - i , I I " W I TO GLASS. � I (LIST - - � F - 10 GLASS i Q ! I utial, IWO, r-in . . (SEF SCHEDULE I [�j : I 104114 OOCi r-fr, : � ,e ! I "" EX,STINC, (SEE SCHEDULE L me I I � �1 ON SHEET 3) I I I " ON SHU r 3) � :1 1 : CLASS , PANEL i-E,16 4 I I . 'L . A". � : (SEE SCHEOME IT ,�, 't' M., JIMP'TOW-ILAARSASTION 1 i ON SHEET 3) a i PANEL LIE I PAWL LENGTH I "GTH --l(vt SCHLOULI I (SEE SCHEDULE CONCRETE ANCHORS ,I I ! I (SEE so 1 POOL SHIP 3) (SEE SCHEDULE ON ,!, Ill 11 : I ON SMHCDULE Z7,, 1 ,,, EET .1) � T ! ON S,dF; 3) 9 TOROUC3, " I I I I .. - 0 1 ", I SHEETS i - C, , 5ox EX1571 -P : � � i I or V MIK, 0 1 j", EXISTING 4 : F Ow GLASS I -) � Ill I : I I F ', A ! - (i I �,;�WIOQ,lI I I T MAX. �, I � � t 0� C 11 I f I 1 -,'2' 1 .� ---L I - - . � , , T � W." "Fif AWPOR MIAO fKam Ft. so" on � I W -to-( ".�20.1- ss MI A/ I � - I. M`n - 0 12 'Ir no � '. - � �rZNNTT OCATION ALTERNATE COKREIF CONCRETE ANCHORS tPSC%GCPDURED It 4 RETE BLOCK REQUIRED (SEC SCHEDULUE ON SHEETS 9 THROLIG14 101 ]WILD iH&r TING SCALE 3/6,,1' E ` I EXISTING POURED CONCRETE OR CONCRETE BLOCK , ,��-� REOVIVD+ I I -11 t 45) 4-yr D.C. I -" J.". T 1 7�- (A) CONCRETE mc.,ORS STAGGERED W1 STUD (SEE SCHEDULE Oft "'Ells 9 T.Nc.,.,� 10) �,�.N- �2 "A', ,8.1, I " 0,1147 , IT i ,,,,, ;�', .. . ... !�� "I .,�. , - ` ��- ... I EN � I , . � . I � � i .4 0. 4 lot , = i . . - I NOTI. FOR -COMBININTI = '. I ED, - EDGIE DISTANCE Qx-Q"Em9N5 I '. * �, * -= , - � '�' ;��- (SEE SCHEDULE ON TOP at BOrTO1A MOUNTINGS CAN BE - . ... STATE UF ��7 IZORI .,Ii - I SHEETS 9 OIL 10) COMBINED IN ANY WAY TO SUIT ANY .. ...... �� la, � , I I INSTALLATION - I im. -.-., ,W/�� Ill" ! - I - ------- -- - . - - � - I �1 I I.D. I . I . I I ", I 11 I I 0140 �1-- 5� I ��t (AS APIPUCARLE) CONCRETE ANCHGES � , . I I (SEE SCHEDULt ON , -1 I 9 THIRD 10) � ... W/ I ONLY IHEN SG'X " ' " . CALK -IN ANCHORS sr- ARE USED VF4EN 6A:/CH% LXf"G POURED rONCRM PANELMATIE S OR CONCRETE BLOCK ARE USED REQUIRED WALL-M MCULOW SEr.TIQN SCALE 3/6., - 'ROPINT IL,E., - 1 24 GAGE GALVANIZED STEEL STORM PANEL n, . , - LIEC 0 me . PROTECTION PRODUCTS, LLC. --- - /els. *"��. .� ARA & 15, $�w 20 -175 DRUnWi.. rJ6 in .1-1 "m mi. AlPSIF Ev') .6. r. (wRes-s", -----rZj-I�-_-r-_.Z---T-_, - - --- - - --- - - -- - -- - -- , I INSTALLATION - - - - - - --- . � --- DETA1I.,$-EQR- Q - ----- -- - -KqV-LAR.MKJr -f,ANJ-QWQQD I . . I I ALTERNATE LEG 4".8, (Min.) EXISTING - LOCATION BEAM REQUIRED. STRUCMT - . , - -- - -- --- � ADEQUACY OF EXISTING WOOD � REAM TO BE (;ERTIFIED BY REGISTERED ENGINEER OR - �E,� t4 � - , . I , o' ARCHITECT PRIOR TO SHUTTER INSTALLATION. I . I I PAP-D ANAC.- -1-11 ATE WOOD ANCHOR� i - � T -1 - I' ALI . 1/4*." nut, � NIAL, . ($(I SCHEDULE ON (SEE SCHEDULE ON SHEET 11) SHM I 1) � i "I � .,:, L .�.7�j:, � - I � -1.0-.0j. . ft *At& FT- ItTere OR ,/.* 24',11 SS .3 ./ Aw ,11 T�:I' 1, , ,/.. ; � I * ----.-- I 1 ,/2' 1 0 vt I/2- Pc I - 77 - -- . 11 MAX. WOOD HEADER I I - I I �I: ,,-- , 11 I -,--. -- --- - - ---I I 0 LAISHALLiA a � 1 - I -- I I REQUIRED I � r I !L--. - - -1 W. GLASS , I i � ;�.?.,- It I : I I WOOL' ANCHORS (SEE SC�COUUE ON � I;" i I Win i-PARATION GLASS (SIFF 1 TO I . . (�� SHEET 11) ' -� I '-- ' I - ct ` -G-T-'F ----Aj 1 SCHEDULE : 1/1. .^" I ON I SOL 0 3) I ; S. I A, .%,;L�o ,,,,, S,, .,KON T GLASS. I I .1 S,UNVDUU, ONOSHLEI 3) " VA,*�- "t ' MAX I , 1. . - " ; - � - FA-) i '" " 1' MAX I I : ��O,,Ci , . 3 PANE ..-K-DULF. � I I P94EI LENGTH I I'l I , , W 1. PONEL IS. ON 5 ) we. EACK r-On TIES 3) : 1 I 4 , I (SEE SCHEO UE U3) I : , I , It - I I ON SHM lu-Tl�1141 I I ., i � I -�. , I A I ! T - t-111 I - - -- - - 1- . - I - - - - ". - - � ; - 1 : I : 4 : I : 502 OF V . MAX. 0 . 1 I FI I 1 ) - I 1 I . I - I �a) "a I ! I I I � L',' 0 $2 1,02 O.0 , . I t�� . NO PNISHI , E ! , I .. I ALLOWED J I . ,j I I - I - . I I I -1 . - Z'XG* WOOD 2 - .4* *000 PLATE WOOD ANCHO 5 . -, DICA PtOUIRED REQUIRED (SEE SCHEDULE ON /4" SHEET I I I J, , I � - ,,, - "ILING AND FLQQB-,M"h11Mi J��W ALTF �C�[ 3/1-1, tau; NOE-jAFJ-0MWMUQN-DF.-24UQM7 1. INSTALLATION ARE 04LY VALID FOR MAX A,.'-,D TOP EF BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (Ps,f AND PANEL LENGTHS COMBINEE; IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET � INSTAI LA71ON 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC DENSIrY OF 0.55 OR EQUAL. , 1, '. I ,/.*.-^�, r ,if - -11, 4 OR # V., O'c W -00C) ANCSONS (SU SCHEDULE ON SmCr ?I) fiu�- UI-MmKim ALTERNATIVE-4-W ......... ....... �, ,�i-.a �/ - �:.Tkj; . - - '. " e40"i I . � 6N , re, -.��",!� . . : . . . No 44167 '. z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone), W.: : I.%. - . - . -*i . STATE OF � -IWO I'llico, W, 24 GAGE GALVANIZED STEEL STORM PANEL ..:: ., .4, 'O" ` - ,- , �� I in , .,-.,, - , '�OLP,�, -:,�,T 4 ----------- \ ----.----------- ------- 27/tAft '/.n rZ . . , � , , - . - � I L E �C;;40� i *4 E, \ T GLO13AL PROTECTION PRODUCTS. LLC. . -� �-.jk� I 4 "! L -za,-X,A� K" - - -_ _ -0- -- - coUP4111i ."-1"!L iA INQ, I A ow I'.. 11 "T" OAW- IL JJI1- - - 20-175 .01 I �,. - IW-lzA0-I1 " PHOWL C.�Wa-". r. (...)M-s"7 - - -- - OF-= - -- A;- -i; ii.-i ------- """' * Ff mik"W-PRE /4,01, -4. . PUA ".. A FLORK0 11 - . -F SNEI,I -1 or, 1. -- - - MI. f "Iti" -+- (1) (1) C- U) 70 -ib �> 0 (1) C- ` m (-) :3 Q) S-- (1) " CL = 0 -0 0 (1) = CL M 7o L- a- . CY) -+- (_) (1) -,..- u) (D -.L- C Q) :3 -0 0 M C) -m -0 -- U) -0 = 0 S- 0- -2 = L- -2 Q) 3: ICU = 0 .0 -4-- U- . 2 - M W .- (1) M 0 > k U) -- r- U) m I.- . e 0 -4i-- M -+- 0- 0 F--- -6 - r--- (/) < 0 4 z z W mi Cv C%� I C= I C*� , 07 I I C11.1 I IV I ,� cr_ Q� I*lr CE = -.. IE :,- = ` W . . L) r3 :e =1 r- C=:) ED I,-, M -E -= m C14 I - (.13, = .1W. IL4- Ca- . M C= Z,; -= C'4 �-= _ " (1) C= m c`4 z �: CL ��C-� CL) C11 a) . :-:. E :!:- = , CD , (, -= m := - -r, 3: �:: m CD ol, 1; Z! -5. .!= W Lj 0" ,-- - 7�1 cl-- 2 ::- LIPS. .L = E m -2 - , .1 U) -+-, " (3) (D (3) -+--j C/) =) m �> r""""""""" L- 0 U) CL CD- < (1) -+--j 0 r- Z3 -0 m 0 L-- 0 (a) L. L. (f) m co :3 LLJ n < :Z = < I I a- - SHEET NO. SH 1.3. POUX0 co"c"m Ero n BLOCK DO 2'.4' WOCAD FRAME For.04WED - ' ' ' ,_ � . ., /"! . 11) I " 'I "F. " 1-1, ,�;" -I- - 1. I I , " ' .. ..' � 21 If 4* x 0 1 � I I . I jlw "I. 2 112- 140113 Ill ALLOY CW� AIM ANGLJ111 Uln , p ,V , , �an,,., 'I, SCALE ,/A..,. .5X - IWN PANEL ,. OVERLAP BING-0 OPENINr, 001,H) . POUNID C'N"E"I GOW"M bOcK oft 1,.A* WOUr. rRAM( REQUO(D - - , A - 8 0 DTSTAW.E " - ___ p, .1- , 1. I . , ", 1 '. , , I , I . , . � , " - -_ ., , - 1. CASE E (PLAN) SCALE 1/4-.1- ___ _._1__.__ __._________ ------------ --------- _____ ---------- E&-"OSURES. DETAILS FOR I STA LATION IN POURED CONCRETE, - ______ CONCRETE QLOCK.__QR WOO STRUCTVRES: VALID FOR REGULAR. LIFE ORM P NEL (1) SYSTEMS , I : �\ � POLROD CONCRETE : --f - -� ,(� .0 '(9 a rt OD.Cank XNAOM ON, I I I 14 & 0 -"., TRODID lRAW . �CPIPM 2' A 3w , illlllr 310B N-14 OF __ W63-M ALLOT COW ,� � ill 1J." )1. - - a t/2- . Idt", I&M POW "ill 1/4*0 . 3/0 IAPCON 0 12' OC, � 1 .. 1. POURED C FIVE. "'t 8,oc� O, - ,.�. . , I I I - 4 " 1/-'. . I 3/4* FARM. - ANCHOW 0 1 1* 0 6 1 1/7 V , - � L I - _"_� - ---\\ =:) j RIE"ET, I Of ; � Ne" i�sr, 11/4' GAP � 1 It - : -,: , I A, \---.. / ,�/ -1 . 0 \ , 1ATENNAFE LLEI ,CCAXFON 0PIES - V MXXL W� L -11 1 �' I 2- . 2' - 055' TO 2, - A, L; 3, - 055* CONE Amoty.coll I t, - - - - - .I.,. I I . 'Wo 3105- I!A SHErl POURED CONCRE . COMCHN't -I-----, I MET. .1. SYNT PLATE � � I BLOCK 00 J'.4' FRIDD rolike, I- Irmt, I \-<�_v -_ -_ �'. , , / _ ITIOUt - ,. _r 8 ,�� , "t T/4n ,- / \ , ___ __ - ,_., _-Q... ---.j Alf. GAP _./ I/. * 0 MI 4' . V , 02, 4 12' CC 3105 .1. oft 0,411. .10, v/.&C.loul c1 AG- ANOUE CASE 8 (PLAN) ��(Af 1/4'.1, SCALE 1/4'-I' SCALE 1/4'.1" ,-- I tOUCSv CA CAL. -IN Do LLCO FAMEJUNATE 11- Pootol, comm-ro, �� rr.-Ur 0 AND , � I EfCT;Rk AT M " - .- 1; -a 0 .9 OR CONCRETE BLOCK M OR .WDLMAIE ,ol'I'A "I -OLAED "'W" , OR 2' I* Ivoco, SIDI OF OPENING SCHEDULE If u'NORET Ill, , 'ARIES I (1) & . t MID" . nv� w4uwto 'S .XU1_AaLr " A "� 2*.., INCOn FIR-E 5- .C.-II (p . REQUIRED h - Iri- I I I ;i I (I I D, . ... 111.1.11,11.1 � t V I xW %� � /, IN"If! I L-a '(2) 0,(,t I mt., ;�,A.4<ooft 5, lAP 11 11 ,�z 11 I NEAR .g "I * PWAUE` To - , - -I-, 7 - - -,� 4 RALL RIEVER CUT END PANEL) . - ." - 4�, : = , � I ` � 1, z I" I I . . I ____L_ - 4lk, IN. :.-. jr-. It , ", - !I`�4"'." SCALE 1/4-. 1 - .11. A. _r, Alo, - A I.- .1 If of. .E. 11 "'q' - VALID FOR DIRECT MOUNT INSTALLATION ONLY If "Si...v�", i ;",A-, 'ICE '91 s � . . . - CERITFIrD PANEL INSTALLATION AT WALLS To/ � . S z * : No 44167 'I z SURFACE Lr-/F.L VARVAPIONS WITHIN 3/4- = * : % � 111, .: , = . = FLORIDA BUILDING CODE (Mon High Velocity Hu�icarle Zone '. 7�.*- STATE OF _;k Z_ �M. a IT= - 24 GAGE GALVANIZED STEEL STORM PANE F.P. - SCALE 1/4-. I' '�' -, '41 L OFAMP, OF I__ ---. __ - 111�/ � / -, `� / I I L I E C 0 . No c "" GLOBAL PROTECTION PRODUCTS. LLC. "'tin"" _ ,%Am 127- ar 1=111L.:0. a*-.- llKC IN. 51 ITINAT .. . .. - - " 1_� CAPE, k -I' . - "t !1_11. I..,., _ FIN0.1. (9��-�, I. ill"PaIl-670, 20-175 -1 wALloc�'wi�n c, .1'. 17f:Al ��w MIT - I!M__,!� . ,7! ,!I -11. A 11� ". �A . . �-+-Ivufn a al I _ ..--.-.. . . " ! I � - - ___ - _________ --.-- ___ - - - - - - - _ ,_DL51(;N___PJ&L55M?1F_ RAII .rz, (p.a.f.) AMIL .-MAXI UM_ ARC�_SPACIN ORM PANEL A', INSTALLATION$ INTO WOOD STRUCTURES (VALID ONLY FOR PANEL G) INS TAUAI IONS AS PER ALTERNATIVES 11V THRU 4W, ON SHFE7TS 6 & 7) I E.D - AS SHOWN ON SHEETS 6 All 7 - APPUCAEL-E .TUBTCY,,r ANY LL.&K4710" OF THEM &MAXIMU. PANEL `;� ... (ftli - PANELMATE FEMALE 0 PANELMATE PLUS WOOD BUShING IV IV ". is crop) 13�_ _'__i'__ ___ I S. lle (OMW __Lj�___ a 1/2. Ji �1 1/2' - 2W (W) - I i-i-l-P _.- ,___....__1_. '. I 6 ,/r - . - ___ - - __ - 2111 MIT.) - ____ im _?n___ see MaT -1 W 40 W iv _6i�) . 5 -W 00 UESS _iMl�__ 1. _.__ Ir V __ - 13" __ ik ____ - 13- - _�i;_ __Ir �i -_ - 13, is' a 113* 1* (TOP) - -W"W-) 13' - 13�__ __i7__ - "' i!�n L_ ! 1/2' _ ,I�_ Iry - 6 1/2. " (TOX) 6 1/4. __ III il;r __ -0 8 1/4* _ - ---' - (Wn,') � --- W-O' 77'L 1/2' - - ." (TOP - - _. � __ � 9w 2T�N! M_ I IzI. ,.74- I _!__�. ___ 7 " __ 1. ___ . - __ , 2 . - '3� -7�-Tr--#-_..±_:__ (TOP I ; . -, i-,1/2. ,I! 11, 55TW), 4 LUAUS & VAX. PANEL LENGTHS VIFHENI SPACER " IS RNATE 2W ON SHEET 6 MALAt AS D. DESIGN PRESSURE RATING (0--fT WMINIUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7 APPLrL[ 'LTue"'Er, ="ON OF THEM MAXIMUM PANCI tf��T,f (L H) - UPCON --- LAC SCREW T PANIELMA E FEMALE M , PANELMATE PLUS _ *000 RUSHING 13, ---T3;'- - - - ' 13' - - or 13* Ir !3. ___,___i7__,_ fill 00p) 4-owyFo_�) Is, -1 r -_ a 1/2' 6 Ill' 4 i/r 6 1/2- 6 1/2- WMP).-. - - a 1/4- it Ilr .- 6 1/4- WMII) �! T_ 5'-O' __ - r - a- ___ o- ____._ - Sw mr) OR LESS __ - 7 1/2* ___i_Yn_ r ir ST - , " or 13" Ir ___._ or ___ 13, - W 45. -45 To . 713. -75 13, Ir Ir -.-.- Ir ----.-- 13' ,_ 4w (BETION) 1 -� i3y IV 13, for L, ��)_. ___ �__Tr 13" __ ir or Ir _ a 1/4. - IN, (WITOM) _. __ a 1/2, __ _ 6 1/2' -_ 4 t/2. a I/2' -_ 6 1/2' _____ 211 (TOP) _. __ , - ______ - ____ 6 t/4- _ _ 12 1/2. - 6 1/4" 2w * Sb'- - . /2. - �' 7 lIr _. ___ ___. __ ,__Stn _:I_ 300 (lop) TO ?,- s. - 1. � ,�. ti --ill-2" - a, J__ - -_ - .iw*�_O_ M, '_ - __ - - 13, - ___ � 1 ,3 . ..-.-..I ... _j2* ___._ W_ 13, + -5 Ill. .- __ - DF I � I - ii Coil,) W.*_ft6w) I or I ". __ - _' - SEE TABLE #1 FOR MM. 01,5,0� DESIGN LOADS & MAX. PANEL LENIGTFES WHEN SPZ6TO,_�IS� USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1 ___ - JaLr J i a A.S.D. DES" LOAD MIMMUM PANEL LENGTH 40 PSF OR LESS 6'-B' __ - > 40 PSF TO 50 FISF V-2- 1 > 50 PSF TO 60 PSF 5,_ 1 O" _j A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fQA4,LL 10 OR PANEL MATE PLUS ANCHORS & W (9,9 �1/2 O,C_ / !,�tw-ofiq / , x 714 I, . \ .�� \ "' " "" " ' FLORIDA BUILDING CODE (Mon High Wool !I Hurricane Zone I" ��_ 1 � = :* .0. 1."EcC. - 74 GAGE GALVANIZED S . F = *', Ile � _ - - IN - � --- S �0... - rATEOF - � g ---- "I" 11LIEC0.7 GLOBAL PROTECTION PRODUCTS. LLC. -_ .`E - � . �p . OR _ _.. -1 11. , _ / 0 _ ".O , - .V'.. ORIO ..-' / . ......... . I r, , 1�1 ..� * '. � ,, ,,., k-",-fW-. _=*n sN. _.. - IN I 20-175 - I-) IIIIsL (.�.KW-I.� 1. t"4"-WW % 11 , I; � _ 114, - - ONANNA, - * V =7 " I%, I%, I . ,&),.III Iv��MA-It - ; � �._ I I , __ - - I , A: � *' 11 IN IN I 1;:�: l,'t 1'4'1�" 1 . I i _,____ - - .--- ___ --.-.---,�--.-,-,.,--.-----.-�--,--�-� -.--- - -_ ________________,____ � _ANEL C0 INSTALLATION DETAILS FOR-JIFE 5AELIY P INTO POURED -CONCRETE . CONCRETE BLOCK _QR_ ( - - BMCT 5T - QRE5 ,/.-O Tal PCIL"IftV '/.-. 'A.cON -r,XISTING POURED ANCHOR oft, V 0 C r5n.0 ONCRFIT OR c AlK.- 0 9' 1.) C CONCHI, it 011 / "' 1��,;., CONCRETE BLOCK CONCRETE 9LUC% � i ' 01OLARED. p mcatmwo� ; �j:j ` ... � , 14) � . � . 02 1 10 . . 11 I 4_ i - � I . I'll I ... 1'12- ,'/A- 7 112- 1/4- I 1 I - � - MAX. 1.4;Nj__ : ---- LOW � - ` I "I I I 11 _r__ I . F �- I :1 4 - 1� � ! i 11 �, i : � ", ; '10 I I I i . I i ,:lYN j) 0 i N I' Mi. I 9 To rx'STING-A I I I 0- 3�9 v_ SEPARATION No TO GJ , ASS / " 1 "' " ."'IF CLASS A I 'A I 1 . � I I H." '.., .:& I � 1, ll 11, 3 ai I � =1114 of at I � I I I 1. " It , , 0 ;. _ 1 1 I I I : 1 'E, Ms.. PAWL LENGTH ISE1 ELEVATION ON Vat t2) F ; I To � ! I 11 - I V MAX. 6' PANEL LEWt (SEE ELEVATION ! 04 SHEET 12] #-. SUPARATID, -1 1 ! 1-1 I :TO CLASS I I : ! -_ - 11 - I . I � � � f�j) L/2 I I : - � -C, T � I v EXISTING POURED E L" CONCRETE OR i I 0 EXISTING POUREC . CONCRETE OR RLOC- : ! @ CONCRETE BLOCK REOVIANED . I I to "Woc COOCAM RIOU'RED . I " I onvow) .jahwo; I 1W I I I � _" r -1 - , I/"- FANELMAIE pw� .u_C1tQh_R__1& 1/4'. 1�14AAAIL �E MSAWAN ANC,40N IN ,2 I/21 OC *-KGULAR PA EU MCNOR (NIFY011r.) 9 _3F LL � VIC 3'e-1, Sit: 9HErits Is a is Fop Amc-o" I"' * B"Ok' 'OR A 10. WIT. WOO) . . -UM ANCHOR �ACLAXTJL WA) NINIMILA, EDGIE OWAKE WE 4)ICATIED ON THIS SCHIDDUUL. MIN EV LESS THAN 'REALARD ON I'DW0.11 BLOW( AMCHOR SPACING on .ULIftY`NC "Ac"N' SHOW14 Oft SOMEWLE r THE 1,,I EXXXXT fxl� FOR INS OPOW" 10 K POWOJ- so"'C"" S ,W. WAIMED, Ut" FACTOR 11ION. WOE SIT LIU THAN SPACING IMINDATED FOR EACH ANCHOR I ,rv M - I SIHID.F moopm "K v,fTt__ tvm Not' PLAN I 3 I _T_ ___N!!!��OtL_.__L -Meesele,le, !- BY) __ 0 .. PX_ " pp�j , - j - - ;_t'-q- BNNNNNGIE W film 'A" �12' rl- 7,/,.l , . "', A Ttlij;;,", ,p" '01 .:... ,� ,,, p'? , , .." ... ,/, " i�-",,I, .. \CENS,r,--,1 �? " , . � ; .. L"' 44 16; ` S - * : * .* * F - �. STATE : - Ow � .- CC r-� .�_;I , ',�; . 't - p , � - , - "-< ,.I',- _ ',N,4,i,�,�W,,,,-��- PE E;FAv%XEkU_/bX- __ _. I - FLORIDA BUILDING CODE (Non High VaJocify Hurricome Zone $am WILM 'IC 1 24 GAGE GALVANIZED STEEL STORM PANEL I MAX-" . ____ . I - - - 7/;fX?P LTE C 0 I , c � \ GLOBAL PROTECTION PRODUCTS. LLC. "I'M I IBM 1. S. STRITT No a INGFIRKPLAKI CO~ %AYR, n - I'M %,"'I'm ,-I-)'.,., ... (W"�l&,A "N'tAtoll"-sW 20-175 r.�.._.iiii;ii;1;;;._. I. I - ____T� � ',_� "�,"."", * I EFTE-HE LIUG``o""q n SHEET 1. 01 1. ,,;,� _t It _________ ------------...r-�--..'-------�.---- . _ ____._____._________ - ,- MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.21) AND-CORRE5RONDIN" UM ANCHOR SPAQNf2__5QhEPAM MR-SOULAR-5IM FANEL�j�M&TJOS INTO CQNCRETE RLIE__RLM__312M�C� (VAUD ONLY FOR. PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 5, ON SHEETS 4 & 5) MAX IS 0. DESIGN P RESSUIRE RATING " I . .) WAWM OANCHORS SPACING FOR Met ED PER SCHEDULE SELOoll * - APPL ED SE= I At ANY COM"N'T - of THEM MAXIMUM PAWL LEMG� .L. (,I ) MAX AST) DESIGN PRESSURE PLATING (P.. f ) MAXIMILIN ANCHORS SPACING FOR WIN L 0 PUT SCHEDULE KID* * IT OF , MA -UM .1 :-,. ., . ft. I - TAPCON - SOUD-SLI PANEIMATt rEAUALE to PMELMATE PL US . zAMAr_kAIUN - - CoRK-IN tAPCON --- -_ I SOW SET ___!�M�ELMATEI . MALL IC PANEI MA 71 PLUS LAMAC-RAILIN .-IN I ;�;7 ,� of - To ,CkC,N,i &It I'll .&'Ej catexquil i ,ctoK�_ composoffE - _____F_,if3_ I .0 C: tl, , n, = �,, 13W ,*M j I- omarm;CT,Cg� *AY1 �T ;"= - ,45. 45 OR LIM . Is- 3L is- Is- IV is- 13' i 13' Ir 11. IV or , (Tup)-- W_6" OR LESS ..& 45 "a . 0 65. - - 13' Ir , Ir Ir I Is- 1 or Ir 1V Ir 1�31 - 13, it 1/2' 1 (TOPT 5. -6. OR LMS - _ 13, -TF_ _L _ 13, IV Ir or Is* ir is, IV Is- IV ir *i (WrTOM) BOTTOM) ir - or is, or or - or Ir 13, is* TV Is. it Ill. t�wTi6ii -,3;'- ir Ir or - __ is' Ir 13' - 13, IV -Ir or 2 (TOP) Ir ir_._!3*_, - . ---TF' 137 Is- or or is- To i/2* 2 (W) '�_ 113 -- ':'- ,73 - or ;�T- _�-r_ --j-37 T3�-- ;v- --ir- , __ I __ Ir -.--- 2 (Writim) or Ir I- or _j�_ Ir _.Ir .__.___ or 11. ir- ir- ir- Ir-Tv 1/2' 2 (ODnowl _._ or TV or - I r _ IV - Ir _J3�_ TV -_ 13' -_ or _ I r 13, - EV 3 (tDP) or IV or I r Ir -0p. 13 . .- I _11' - --I- 3L. .-Ir Ir -_ -1 TV ,..,- or _ if ___L/� 3 (W) - - - 11 11" 11 1/2 . a 1/4- 6 t/4- 12 1/2-12 1/2' - - 5 1/4' 6 1/4- j (NOTTOM) - - TAR il -,/. 6 Ile 12 I/r 12 11r - - -IF-" a 1/4. -_ 6 1/4- 3 (Nalovea) , _. r _ V, -, r- 1. -IF- __F_ _v - 1. r '. __ . __ 4 (W) 1. a Ilr a, r 8* 6 I1r I* 7 yr - r r i�_ i-.W)- . W, IE I ___ !�_ 1V - __ _ Ir .- --!L- 13- ___ __ -__y__ - Ii ___ or __ -, - �F_ __ a, _40- - __ -";- --r- _�_r -"- -- , _�37_ __!�_.L!1? or --I i - - -IF - 4 (WUOW i-61api- - 1. - _I Ir _ Ir - _____ _ Ir Tir-", r - - - 13" -F. I . - __ - 13, "Tr-1 - a" .I.-- - or -;F--Tr-- - . - I ". '. ___ IV _*�r_ _ - - -,- or 1-3-*" _F_ _ - is' --- Tj; -,:- .- __ 13, �'37 _' , - - _F ___ JV _jj; - . - - 11 1/2' � ---- 11 1/2' 4 (BUTIONi . __ 5 (TOP) -- 11 5 MOFTOM) --- - 9 (TOP) Ir , __ TV ;F_ _ - - iV Wr - -.--.-.-- I , - Tr_ � --- --- i3L Till— _ - - or- -Ii � . I— or -17- -- --- or -Is-:,- _ Ir or _ - IV , ___- - IV � ��i_ 's ils�le IF- _iV �iili*r.;-) i--momm) i��j_ � !37-- - __ Ir. - - - or .__.____..__.______,___.___ 1 4' !+ Ir 9 1/4' or & 1/4- IV _. 13, -_ Ir _ or __ - or ___._,_.__. 13' 11 1/2' . - � 6 1/4- .!:-I 6 1/4' i i/4-1 . 1/4- - - __ __ ., - ___ & 1/4' - - - - __ 6 1/4' 6 Ile FW 0 (Iliiit? )] ._!3L_ 13, - S, - 1. 'a, Ta, IV 71 IV .,. ? 1/2 5 1/2 or 4 11r I (TOP) 'B'oo, To 14 -A- I - or -, Ir or a i/2, I)* s vr 9 I/:, It Ile --- I V - ii!�2: � l_TO!?_ . 1W_1 - TO v-4, - - Ir -/a' is' - or __ 9 1/2 or 2 1/2 0 1/2 7 112 - IV r i7 5-oriw) is, I lIr or Ir or IV or 10, I I' I Ir I 6 1/2. 1 (BOTMM) W or 10 __ 1/2' 3: 7' or r_ 1�2 2 or A 1/2' 2 ") - TV '. I � 1V 6 Ilf TV __�_ 8 1/2" 0 112-16 1/2' tV 5 1/2' 2 (TOP) ,V _!: __ r _ 13" _L _ !r . /I Ir 0 1/2 �!_ __ 10 Ill _Lj/ 7 1/2 ir 6 1/2' - 2 (BOTTONA) _. - IV , __ 7 lIr ---Lr--.. or -ili- Ir - `i�F� - or F Ia- - r - _.10'__ 11' -7�� r -r- 13' - 6 1/2* 2 DIOTTOM) _ 13, 1. _.Ir_ IV 13' lir .! _L_ 9 1/3 is* 0 1/2 10 1/2 7 1/2 'r 0 1/7^ 3 (TOP) - , ,/r - , � or -. iii I, C _ . ii __ 12 1/2' `/!� i- 2 ln�__ - __ - - T2 1/2'12 - 1/2' 0 1 IIV 4 1/4' i2 1/2' 4 1/4' - - t 1/4- - 6 1/4- __ 3 COOTTOW) - . - ,2 t/2"T2 �_ 1/2' 6 1/4- �-- --- i 1/4' 12 112' - 0 - -_ _13: - 6 Ile -- 0 i/4' -7- 3 Memel) jw0j;j __ --i; - _i;_.._W__ i__i/_1T_.. V, /2- F" 7. r 11r I - a- .- . . 't. 3- . of 1/2 3, 4 (W) 1 Ile .--..--F . Lop - - r '. V 4. 4 1/2- 3 1/2 6 I 2 - 11. - ST - of. -ili-11-m -/- , - , i r - - 5 I/2" - 7 1/2' _- 4 (WETOM) . _F_ - r __ii _. 11' - To. - a 1/2- - , "", . - (BOTTOM) - ,r 1. . is, ". - i- 1-11 - .,l:-: IV 1 1/2* 10 yr 7 1/2' I K_ v 5 POP) `V "r _ --.---. 'I ---. - 2 * '-.2 - TV I _ or - __ I IV - Ir - i2l?r !t_(!!n)_ ". 7- or ,i: 1.6_1;1/-t-_ -,I , - i ,x is, 9 !-!IL2: 10 1/2' 7 1/2' 1V 6 1/2' �_ 5 (BOTTOM) il: _!_ III V1 --Ir- 1'r - i 3: or - 10, I Ir i Ia* ;W; 13. ! Ill I !. or 2 �12 it 20-11w,", ��_ - __ i_!_Ij� - S 11r - . or 4 112' 6 (TOP) i (Will -) ir ri?_` a. 13" r i I . I-SlIF - 7'3'; ' 11 V2: _* -!'r (I )f �dfz . - _?�_._!�!_ � 6 1/4" I e 6 1/0 9 1/4- _n�_ - -.!i-- � - - 6 I/0 -i-T/--- --- - 6 1/4' -2-n- It 1/.*10 I/OfIl I/4'I - I i_iie I lot, SHEET 11 top ANCHENI T`pr 4 3F`XCXX; FOP ,`,l5TXL,`nUl,m Wo wow "FAINE au"ING3 - - M X). SPA,LNG`5 AAID MINIMUM LOCE 0151MICE WE XYGICATED Of, I'll ScHiMIT loll IF 0 ItSS t,,W mocATED ON SEWNLIF REDUCE ANC" SPACIA4, F, "IttLYNIG SXXEYkc SHOWN Of, �WoULL W T,j fOLLORNIG FACIN" role -96 OPIERAY" 'O BE POSSIBLY, FIEDUCCE) VACPlEI Uly, VSXlc1 lAcTOP SHMIL NEY ill LESS THIAll WNIANUM �PgKlC .�� 'OR 1ACl' AACTION 1PE ON THIS SCHEITUA AMC" Il --voll. Boom 1/4'. �l" ,/.,. = l/A*. .- llLUN - - 1/47! vese-MAILMI, ,/.,. CALF— .__ _ ... UNi -.-.---.- _;,;� SPACING (I I 3 1 3 1 i/r ) ,/7 -I I 'Ir 3* I ,--,--,-/, ____A,1_r__ 5 '12- A _4 ____ - I - mastow. iver P.4�� i��)_ Anal Mo) 6NCqff7gUj-CjjNq---3--- --,,/I--- --A__- ACTUAL EDGE OGTAMM iu2j. FACTIOR I I 1. , , , 11 ... . . - - I - - I - - Effs. V E. I IT . - � - 1� �] __ 0 B. , "r I - I . .ft I-. - I of I - SPACINGS ONLY VAUD WHEN S=IS USED SEE TABLE #1 FOR LIM. ALS.D. r, DESIGN LOADS & lAX PANEL - WHEN SPACER 0 IS USED __ I TABIF fI 6 . A-S.D. DESIGN LOAD MAXIMUM PANEL LENGTH __ 40 PSr OR LM 6 _8" > 40 PSF 70 50 PSF 6'- 2" 1 . 50 PSF TO 60 PSF - 5'-10' A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W1 SOLID SEI ANCHORS & W/ QN SPACER AT 12 1/2- O.C, "'It"W"111,1111 .", lik Ne .. ..... . '��E` . . '.. 11 - N , FLORIDA BUILDING CODE (Non High Velocity Hur come Zone . , : . � . 44167 .': = �.MIT MIT.. - I 24 GAGE GALVANIZED STEEL STORM PANEL I., o� BY * : * . . * . I * : S ., . .. TATE - �t �-_; ' . �1 / _\ I ILIECOasse. ' , I \ -_ GLOBAL PROTEC11ON PRODUCTS. LLC. 'M/" bot I". - � 6_1 _,'?�_ OF, - ORIDI' .., ,..'�_ -I. � 'A".:- 4- %,. " ,X� ITNE - =,. ."I'd- (15.)M-n.3. 10 (-"�n, ____ .I- .- - k*,.1UIRN44 GO ,-�,7", - v., _,,%_"_=_--..-1 lf�;lt_ '. vsFI - 20-175 "I",.rll;.,.,.,..,.Tl-l"loy^-"" ;-�� - . - 0006119 Comook; .. -.1 - i - 11 - ____ __ I", " - . I n"111 "I'Ll ,, _L_ 1 NA, '!�._ I _V� ! F= - - - IN - ___ - r--,------------,---- -_ - - --- _____ � __ I _____ __.___._,_______ -----.-, - I . ANCHORS (SiE SECTIONS IN AirENNATNEb ON %NI 13. 14. 15 &16) - 1 3' MAIL. R-11A/13. R-2A/13. R-SA/14, h,R-18/13, R-28/13, R-38/14. 3. MAX t -I R- I AIIII/15, R-2AW/15, R-SAW/16. _vp R-18W/15. R-29W/15, R-38W/16. '. LON - ; D.11011--(�). -" 'N . ---.-, __ ----.-.- � - - __ - -----I � .... ..... . � . ,- - . I 1 03 .1 (D 0 1 1 0 0 0 0 0 0 I I � t � ___.._____._____.____ - ----.,--- - I .. l � _____ . 1. __ r------,r ---- I— , --------- I - ----------- � ... ,171 I I I : I I I I � 1 : I � � � I � ! I I, � i i . I i ! i I � i : ! I I I i i � i , t i I I i -1 I I � I : � ! I � I I I l I i 1 I - il", L I i'l I I _.� I � �j L12 .. - . ... . . L -i- il .... - . � . : 11.1 : ! /-1/4`011-20W SS BOLTS Too I i I (USE FOR PA�EL LENGTH '-\: I I . OVER 7 -61 \ � I PANEL"LlINGTH ! i (j) i ! � � REGULAR 57ORM PANEL / \ REG" 11 PANEL I 8'- 8' 9 .411.0, -400 p..( . : I � I /I I _ __ __ 1b, . . . 1, - ---- --------------- (*/ OVERLAP AND PANEL LENGTH 800) I I.d. I . - . I --- 11:� . - I - - - I I u�t SAFETY STORM PANEL -5. 0 P...1 i � � (IN/O OYEPLAP MID PANEL UENI WXT) ! iI I I � - ____��A� x ?'-6' IN 50 O' ! i A � : , USE 2 -8' MEN PANEL LENGTH I ; I lz� ry 11 - I 0- 1/4-0-2NI' _*_ A, ILL MO.NT`NCS i ,�� 1 ; SS BOLTSR!p I : � ! ,�. � I . � � I - � - AT EA OVE I I I I �. ___ : __: I . � . - I - I I : � . I- L V � . , : , , ,. � I I I . . . - ! ! I ! , ; . : � L/2 I : , : I i . � . . I . . i i I , �,46 1 b- I , 4 4 j � I : : L.1 ___ _ , __,, . - � � I. I � . . - , - - . I I � . ; - . � I � � . .T.--7. � I ; � - -I - -_ - - --- i � . . � 1, . � t . I L - - - , - � I I -I -- ----- - ----.. --_ - - . I__ __ _ I I I I U�,Y _51� -, - -_ , - ___ - : I I SAIM - : ! � ;9 : M1W -, PANEL BOTTOM CORM:Rs : I 0 ; D.W(5), I 1, ,.I---- _____ A71 1, L�_ - I I IT I . - I ! - __ __ - - - � 11 � - � _ - _OVERAp_ - OVERLAP - . - , .--.- � - -_ � Of q) � Witir NUT AT EXTERIOR N`Nr N, AT I ; -3. MJG LEFT PANTt 111G., PANEL 3- jiitt. t INSTALLATIONS ONLY VALID FOR W114D ; � 1' MINN. R-IA/13, R-2A/13. R- 1 -29/13. R-39/14. 1. WN I SPEED UP TO 1 70 PI p � I I A-IAW/15. R-2AW/15. R-SAW/16. I R-28W/15. R-30W/16 � � - - ___ __ ANC�S (SEE SE�ONS & htERNATIVIES ON SHILLIS 13. 14, 15 &16) - 'j" MAX W � � - - i LIFE SAFETY STORM PANELn1 ELEVATION (t) I � SCALE 1/4".1" ! i -10REGULAR 2,647' - (1) REG" STORM PANEL (UN ,X-� -, *t- VALIM STORM %Nii I � I - MPIMMFAIM I � I ___� it�,_, - - . 11 .. I ��;:!�._, '. ,,, ;LCqAA"A�= alI -_ � 9 l,t .. , ,.I.- � ,/'I 11 , I- � �v ---------- 1 - I �"-A-, - � 9 .. ..... .... . , & /, I I 660 GAI, " 11_N__ " .. IV% C * , I i ..v \ . 4-�, '' * , * . ... i �/ , II ; \ /�� - / .. � _GlER __ . . . . . ttal Z.-. ,FT ._ tv .... . ... .,m,4._ 1 1 ...... 4__ ___ - - , _. . - _.i_____ . �_. - - . : . 7 .: � T z_ _O: I ,F; ,I IFTY PANE, z I. i Z , . �,.� -_ �-: III. FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone) I . , , , "Illoo, .� -1 24 GAGE GALVANIZED STEEL STORM PANEL F.p I EXTERIOR -, '.. , 4ORIDI, .. " .- C"I'st, 11, ........... -1 * __ .1. - ___._____._ I � ; , � 07/27/fort, C." . I SECTION A -A _ . . I I L i E C O.., i� JGLOBAL PROTECTION PRODUCTS, LLC. - TEXT, B "lioltlau,;.- Ck ., QVIAL M U314 �'..,f. , -I "M S. 51 STFCS � SCALE 1/4%l- If-> _.,.___-IAA 1 20-175 - I_I.!::;,1=.r . , mow "�m.?.-Aol 1. (V")M-.nl - __ - - - Pf. $Lftiwowj.FeiD�7 " . _ I- Z= WW n" oNMY,, ,,E . H, luDe'-7,"I",�ET ��,` I I I I ! __ _ __ __ ____._ . ___ __ D'I -, I - osktkc� � - I - -..-.-,-----..-.----..-----.-,--- ___.__.______.___.________,_ . ....... . - _______.._____..____.._____ ___.___,__ _ _ __ ____ ___ .- !NSTALLATION DETAILS FOR_L[FF__ SAFETY PANELA. ,� INTO WOQP.__5�jRQCJUM . I- - � � il I -.111, W__ __ ____ - � . � i - . �_ - _. , TOCIDD "EADFAT ; _ WOOD -rx,cp I : ,C' HEADER i .. I WOOD HEAM - � �� QtOUQED Ivaut,trD - ;fc", I - I ktouiRFD I : I i , �_ I - � .0 t,PC * HOR 0 9, 0. __ I I - L XNC.Gq 0 Q* OC Hop 0 9, O C _T_ - t -%f`Cl,`GR'9 11, ox 1/4"o 1APCQN i- 14-0 T " Z4 _ -----"- I � , - f C . I I I J� I- WC : .1 : � I I __ � . ; I , ! i I � � (4) 1 -) (4) 1 1 (2 � 4 I �, . I , � , *, , As, M*da c � T: I, .�, ,IF:: _. _-�411- - , . I I 4*404*,", - )/7. , I 43 v7ill I 12' r L - /,' 1/4- � v � ,1/4' �'' .1/4' 'r. I ,/4- i 7.7 I NACK . � ��_ I I i , "; ! , i I - MAX- I I _ I I LAW 2. � 1. I T '. -1 I I - , , I., I :: ! 2, 11 , I ! M;,,I �, �tl . � I : W. 11 i i I , , I I I I � , , I " . " I" � . ___ I; I - : . : I ; I I ,� . I 1i) . j I I 1 C, ) ;, _j To _j i I - I , 4 " I i "" - I ... - ; it I 0 1 I,.-.-.,. 11 I 01 I I of I ,a, - I S. 0 1 1 . I I I'M � I I .nz-lv I 1. III ��,r � I.T. C�-v : ,/.*. A lf , , I. -. AIAD I I S t i AT IA _. EXISTING I (-S I ,, " I =lfq ., =P,41 - 'i . GLASS -4 vi ; I " Il" ! ........LL . azzr UENPH OIC, r-an I " ; UACH BOB r-lom . . I . I - - ,� I . I I To � I I , FKAN " I : I I' MAX I . It . ; "o I I I (Ms 4 I- ; / � -_ �_ is- PAMIEL LENGTH - . � I l, 1 j ,- PAWL LEW- I t I %* M.X . (SEE ELEVATION : - I v M I 1. - _ -- :: ,: I PANEL LENGTH I'll I ON SHEET 12) !: 1-1 I PANEL LENGTH I 4 (SEE EUVATON : . 1 - , I ON SHEET 12) 'A � +!_ (SEE ELCVATKW TON T 10 � : �, - - (WE ELE" I _11 -_ _ I I ON SHM 17) : 11 I 11 It L 1) ON SHEET 12) 1 1 IA - � ---- of I* C It- -- L, .- , I' wt� i _� I I N- SIPARATC. - : of - , 1+__-_ - T ___ i( :; IT- I I -, . v - - 4 1, faft. I , !u If To GLASS IT- SEPARATIO's - (D L/7 N---SEMUUMM - L, -, C3) If , .,, I I TO GLASS ! I ; 1-___SE I If TO QUASSE : . 11 : I L/2 : PARATIOH I of. I . 6 , . . _ TO GLASS, I I - I I. .1 � : 30 1 � i I I @ " fs I * , ___ 1-1 . . ; I _. G; 0 IX I'll- I I I ,�. � I *It Ilr I I I : - 0 1 - I I ,.! ; , r I 0 . I � - -, - I L --- ___J - . : I .J<1� �. :..r ��_� 4:1 � -1 - �t I, L - . _1 I I 01 I , . � I I EI, I /z, " I � � I_ I I I - , � - I , ,.- iwxa_ 10 409a 1 MI= 1r7 .. � . � 7 I I ___ __ 4 ACK" AT '7 l� a It Iffloc I . I 1;.�� I . 2',,4' WOOD j . . k,.� .4. All, I � , I , _._4� 1 u HEN 11, i 4) m, IF 1,,'4'0 TAKON I 1 '4'0 TAPCON IRIE-OLI.E0 . I 141" � ,4 , WOOD " , IN 'I vc,, 40'� - c, �.". . IF PLATE I ON . ANCHOR 0 91 0 C 1i I I . O 1 STAGGERED B/ STUD STAGOVIND W/ STUD wouwo � � 1/4-0 I h � I , , on 9* C ` �' _tj, , '* C I I : I I ANCHOR 0 q* OC I -0; *000 ; i � 2'.4' WOW i � I 1 � 1: � PLATE I REOUALL) PEW RED � I I � A . - , R-IAYV- ALIERNATIVE R-18W ALTERNATIVE R-2A ALTERN HPb"_FAKLL5 0 LIFE .5AEEPLIMLL 0 REGULAR. PANELS 9-1n. WALL MOUNJING ..... ..."Ilk", WALLJ19Mh1[hQ Sc.0 3/5-7. A, Ttj Sc'r 31a,,,- .... . . I . . .. '- . . EN ,' . . ' FLORIDA BUILDING CODE (Mon High Velocity Hurricone Zone NOTES* z : R). 44167 '-. S .I= it - i 24 GAGE GALVANIZED STEEL STORM PANEL ly I I z D� IN I INSTALLATIDN ARE ONLY VALID tOR A.S.D DESIGN . . . i * : * - : 11 . i_�_ - _ - PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS � . -,...� I PROTECTIM PRODUCTS, LLC. "M/� If, ' -?*Mj--__1f`�_ GLOBAL ELEVATION ON SHEET 12. - STATE O�� - -_ WE PER . - � 111LECO.:C FOR NEW WOOO FRAME CONSTRUCTION: WOOD .. , ` , - --- - -� � ARM S... 51 s,mr __ - � 0 . - 6 �-, - .. iw-w - ,;;F-ffr- - I. S . . �`tORID%, �, 1. , I, LAW. F. 3"I. . - I. I S.1zxI,__).. -I., -175 , MEMBERS I W SOUTHERN PINE No 2, W/ SPECIFIC . - , v - C-5 .1.1 Komme-II,.S. 1. nom,)Rl, on, 20 , DENSITY OF 0.55 OR EOUAL. . Ql.'117.':.�-* _. I - - ,- . No. All ", UPEIDAIt. C.-OWIFFIll �� " � . T�. I _!n_ -,f";N.-%*0;GANv, INAL1111 X. RGUT .X ,L _., _. _ � - -7, - ,"Intill of ,a -.--.----- ------- -,- __ --.------- - - I'law AKI I .. . ___ - ___ ----..-,--.--�-�--.-..--,.---.....--.-------,-,.--�-�-�- I— � i i MAXLMU)d-A.%D,--UE5)GL4---PRL%UM-RAITING (12a.f.) AME)--CQRRE-SP-0-NDIN.r2-MMMVM--MChQR.--SPA,QM SCHEDULE EOR REGULAR STORM .- LATIQNS INTO CONCRETE & CONCRETE BLOCK STRUCTIUM3 � (VALID ONLY FOR PANFLOINsTALLA-nONS AS PER SECTIONS I THRU 6, ON 514EE-TS 4 & 5) � MA, ,,,D* MJJILAIUIJ ANIHORS SPACING FOIR LAW 1b, PER SCHEDULE BELOW * .I'% lCABILT MAXIMUM, IOU ASO MAXIMUM ANCHORS SPACING FOR WIN E.D. PER SLEIIED01 BEI.Ow III DESIGN M 1E -Awl DESIGN - �t= mouteo- PRESSURE TAPrON SCILID-SE7 PAINELIMLYT I PAINELMATE �" PANIELVATE PANELVATE III EL PLUS ZAMAC - ON CALk-R4 0 LEW, - PRESSURE TAPCON SOUD-SET ZAMAC NAILIN CALK - IN Likcl� RATING C - - L' RATING FEMALE 0 1 a ANY .,. (P. f� To To 71, TO To 10 I to To III � fP.#) To 19 GATT,, "' 9 TO OF THEM "I ,, comoom "I CO-CWM I BACCA *=��,W. ___ `INE4._ . _1r., I OWVVW or to' ". 13, IV 13' -1.,* .. 13' Ir 12' __13, fol- I (700) I ___1_1'2' 13' . 0_1/2* __13' 6_1/2.* 7 lIr 5 I I 'n-, 4 -L/-,' I (TOP) _123- _.L�i_ _L1L_ Ir or _13L_13' Is'- 13 . 12 . ly lo- I (iiiiiom) _ L3�_ 0 Ilr _tV _or._ ty _ .__e . 13, 9. to' 7 1/2* or v I (BOTMU) � _or ,,, -Ir_ - 13, or is, 13' 13, Is, ll. -1 i; --- _1W i-660-F or S, or 10 1/2' TV 6 I Ir -jr - 11r i-71-r i"712`� -I JF_ 'Z-TP2 1-66K_ �. _ -.1 --- 1. - - - __ ..-- __ ". - 7/57 ;-a "7a =W or a Ur i wintat 13 . it. or or 13' 13' or or Ir -13, -1 IV 2_(WIICM) 13, r is" is, 0 1/2' IV ; ._ __ __ _jjf_., -----,------ - -I - 1 ; W --t- -Ir r I CMP) or Il* IV Ir Ir or W IV - _!��_ - 12 . 13, OF 66PT , .... . 6- � - 7* or Ir Ir Ill lIr - 13 Ir ;Q A, , '172 W-6, - - - - 12 VV tZ I/V.111 ItIV .! 1 12 1/2'12 T/2. - - __ i 1/4- 6 1/4' 3 (earromi OR . I - 12 1/2- 2 1/2- 5 1/0 To 1/4-,12 I/V -1-1-e --:---- --,:-- -C, We V We I, (Wrim) opt _LC -.7- r 1. r a. to. Is. , ,/,v T-C,W)-- asr., I. I -r -W - � 1/2, ?- r 6 i/r TI-Ir � viro_ =5 - ___V. . - . � ... _!�_. tyr Z -W - - I_- I_- ___. I .__ _.- I ,__ ._ __._._.I_!IT r s' 4 1/2' _:__ " -4; � ---. - .- -1 _ �_ - ,;; 516F - " - r r 9, - 4 (volmom 6' - 4 11r � - r - - a lIr - - iiii � F_ - _W - _'... _ � _:�_ - _�._ _ _. ,--.--. . - ' _ - - . - 11 . - ...._ " --- _______ - 13' _!��_14�13. is, 13, Is* is. __It� 5 DOR) 3 4 IR 1V ir Ir V or V 10' 7 1/2' 13' r I (w) - IV - W "' � , . _-4-1. * I Tr _- - - __ __ __r __ - - __ " ;j 3. r =_ . _ !V 3 ID'.__ !.T�T ti , F or or Ir I tIr Ir IN 119" 10 1/2"I I : s* L (BOTIVA) E, ii� _ _ :�: . � -f- W - - t - (TOP) or _i!i_ .... �_ .. - _.. -;' . 9� le 7F - -- `2 -_ I!, - ____ - i I ' 11 __ - -, , � - �___ . _,!K_._.L .!20�1 . . __ __ __ I . . IF ;r * 0 1/2 IF i I - ,,i2 Ir-L 2-31 - I V � �9n Q�/�: lk_ 0 '12ir s I is" IT" 11 U 3 11 . � .��_ . ,,'�_ !_ _ . I ---..!-y 1-i!T I jF__1 � . of iiwq _-- - - - - - r&-- I (scl ,/.. ,j.__+1 - ---- --- i3:_ __!_ . liw. IN - 6 Ile - 1.75. -75 - � 63, -65 . - j '74� i 1/4 - - - I Ile 6 Ili; 6 Wri,.:;) I - _ 10 - - 6"/. I 4 1 1 10 1/4' 6 1/4" - - IT is i/4 i/4 - .75._-73 13" 7 1/2' IV is, Is* IV or IV ,%* r is' I 1/2' I (top) .,'a.-,,Q,s or r Y 10 i /2' 1 ! . - _!L'e I � IF 1,2 I 1,7 5 1/2" r 4 /11 I _L_ _T!) _ _. r 7 1/2' 13" 13' 1 r I D 1/2' Is- to 1/2,11 Ill, .a..- 13' r I (BOTTOM.) Ir 9 Ill" 13' Ir is, 1. Ir TIT TV 7 1/2* iE- III I TLM�) t , _!3�_ . ---i- -;F- I ;�i; _. - - I .;--;-. � - - is' 7 1/3' ir TV S. IF, I i ; Ir a 1/2* 2 (TOP) IV r I I , 13, 6 4/2' TV 6 t/r 7 1/2' 5 1/2 is' 4 11r ? ERIP) : _ - ' ... !?- ' 1 3 " 'A ' '/' * 13 * Ir I s ' � _ � __ - A . or 12' I.,- V 't/2- __ - - __ _ ___ - ---. - S " ' _V2; 7 1/2, ? (swortiou 13' 7 1/2' IV Ir IV _ 10 1,�l ---- r. � Is- 10 1/2-11 1/2' V IV 7- 2 WOM) or 71 13' Is- . is- 9 1/2- 1 r 0 EIr I r to 112" ? (soncou - - - - ' __ - __ - _ --' --' __ 13' L11: 13' � �0 W 0 1/2-11 1/2- 8- Is- ) 13' 7' ". or 9 Ill- or 9 v! 0 Ill 7 1 137-' r 3 OTOM . - -6, r 'r W . -1, 1 _ __IE_. _1�7 _ _L��: _ !_ _ --n- !,�__ 'S, l. _ of I_ - 'i-�w- � - it i/2-12 11r 6 1/4' 8 1/4- 12 1/2-0 1/4- - - i 1/4. 6 1/4- 3 DNEEDOM) To - I - 2 1/2-12 I/T 4 1/4' 6 1/4* 12 1/2' 6 4' - - IN i/e a ,/4- riW) "WID I ' _ . _. - . ___ - I -.---.. _ ___ ___ ... _--i- II.66� - / . rr-- - , . - 3-1 . . 3. 1 1/2* 2 1/2' 4 (TOP) r-5 - i 7 1/2, 3 lIr fol, 11' 1 1/2' 4' 2' 4 1/2' V 3 11r r ) 0-0 [71, r _ ! - ._7- 3 11r op- 4 4 Ill _ _____ -.--.- _ � - ___ - __ -, .-!!-. !_!�!_ - __ ___ ___ __ ____ I � I r I r - IV - r - r - r I - r .. 4 uporrom) IF - a 1/2* - 1. . - Ir - 5 Ip - r - 4 (00you) � . .--- __ ---.-- - - - - - i _ ____ _. ____ 'T;,- - . LV ,/_ of. ., _ I _ Ir 7 1/2. i is- 13' 10 1/21 13' 110 i/2 1/2�[ 6- I ir 7- 8 (YOP) Ir S 11r is, Is, or 13, - 17 1/2' IV_ 61 .. 5 IMP) I - 9* `V __ . - . - or , I" is . _7 I'. 13 9 lir -2:_ ___F 11) 1/2,17 Ill- 13, . . _s S " _ _. � _ _ _ -N, - . ;: V r 1V 11. --c I I or 7 I -Ir - �k - - - 13' - !a -1/21 To �i` or ; 11 &- i _____ � _ _T!_!nz!_1L _!;�_ ,41_11 I _!r 7 111' 13 - �_ 11-- 1 13" 1 �T3_*_,_._��,� - -1 2'I ir 4 q/2- 6 (1101I . �?l or a I " �111�: . - L� ___ _ _ of .. . - - Ir _i_T/7FF . No I, - - 174- �_ " - _ _ _ - "' fi_"', -i-liell I 1, I �1. _ I - .1 - - 8 1/4 - ; 1 47 III �8= "i I � � I TABLE Al A ; ! A.S.D. DESIGN LOAD MAXIMUM PANEL � ... "NE" IF "'" WCNDWI " IN "AGING "C" "S,�""`k` "To "M "", '"U""'S LENGTH i ' NXINFulit WICHOR SPAC� AMC MINNIA, EDGE MIA"a WE �Glmll 0� 1116 SI.HEElULt TO- ' 11 . � JESS Two �lxo OFF 5OPIEDULL KDUC( WCHOA spAc" v _T,KYI� SFAX-, c� 40 PSF OR LESS 6 _E' scmmu IN THE fmia"o FAI:10ft FCK 'HIs OPERATION To BE 'asslooLL, .fol ",XAc- ow.owD vw4 FAct" `5HAL, No, N u% ,_ -- $W114FIXG TotT 11�. 1-11 Al.-' f ON no sc-Emu > 40 PSF TO 50 PSF 6' ." AND= TM ,/.,. 1/4'. ,1.,. ,/.,. qv. 1 i/4" > so PST TO 60 PSF 5-10' � __ NANCUlal Pke,"An __ __. � ___ ____ _ - . _!T� ANCHOR SPACAC (BIT 3 3 � " I Ilr 2 I 6 4A PANEL LENGTHS ARE ON 0 ; / (§ VALID F R INSTALLATIONS - _ - FWA ______ - - ___ __ - - _ 's'A. - W1 SOLID SET ANCHORS & W SPACER AT 12 1/2- O,C � � , 3 5 3 2. r - J 3 ,.".. WAKFUtia'al =41 I 77i7 iTy-2r. - 3.1, A 111' __. ___ 1� ... i'll"ll ! RE . .O.,,0k ltzll,"' . .......... �. 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I 11 PLATE ; "CURED . � � , � , 1/1'* PANILMIXIE PIUS I ANCHOR 0 12 ill' OC ; � i I I � ALTERNAT YI-FL73AW 9-RIOLAR PANE WIALL MOUNTINGS SCA�_E 3/8-,- NOTES, I INSTALLATION ARE ONLY VALID FOR MAX AS-[: DESIGN PRESSURE RATINGS (p.*.t) AND PANEI LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME COWRUCTfON WOOD MEMBERS TO 81 SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, - - ------- -----.--... ______ I . : WOOD mLADER I I i AFOLORED , - 11 . . ,I APCON , , . Z � to 7 . �'1�71 $OR 0 2' O,C ! ! 02 , '0pLW,? - I i , , �. ,/2* ,/,. I I . I ; ill I ,W. I e, ill I . I ., I I : 2 Hi A " : C ) 0 �,4,�* .r I 4:�q it , 1 I I , I . �.,;ii-': 111 I : I " ,.. ; %, MAX 11 - 4-- 6' PANUNWH ;; I (-A F E IVAINDA, U ON Sw-v 12) it F j_ -,- ? I it ,I, �- �I=- IT .. .. IF -SEPARATION - 1 Cl ) : � It r � Ic GLASS I V L_ -, b, T. _j <_aWpW_ 0 to'lor - E I a I : I . - . �1- I I 1 )%4' WG()Q �_ I PLATE I RECUMED ! : 1/4-0 PANELMATE PLUS ANCHOR 0 12 i/2- OC I I I I ALTERNATIVE R-3BW 9 LIFE_ SAFETY-YAREL FLORIDA BUILDING CODE (Non High Velocity HurrIcone Zon .2010 N't. . 2A GAGE GALVANIZED STEEL STORM PANEL 11 DeAlltdo, -----I--- ___ ___ ILIECOINC \1 GLOBAL PROTECTION PRODUCTS. LLC. '"'n' iT-.W a rr-... �"_ ANDIT S�X` 51 1PRUE' . III. - ).t- - - .VIN INN. O.E. n 3331, __ _.rI.I. - -1. )on ,Mas. '" (INH)INKI-479, 20-175 CIOM714 .V-Z-r - 11 ,�CQK ,,� in 1I.lNjE . . . . I.w Is OF ! "' jop�. It ..!!k.i.;"-", , I *, . '�CENS, ` 2 - .... & -..-� 11 . , - : . - : N0.44167 *-. �� *: � IN z � * . _` siATE OF. i""r 1 $ � .. . - ...�O . Q fI'-', 16, * " - ...... .40" "/---,> I I "Ill 11 I .-- -t WAI1vrXAXl,Ao1oATfE - _+_ Q) Q) C_ - V) (6 (1) 4-, C-3 --u �> r- =3 (L) 0 6 L__ L_ _0 q) 0- C C) (1) CD.- 0 L_ = co -0 In . .- (2) (D O-) 1� ... C/) -L-f C-- =3 (10 -M U) W 7C3 0 L.- IL (a) C__ - 3: = .0 LL_ - M 0 -4-- , W M W 0 �> .u) (f) (1) %__ " - - (f) 0 _+_ 0_ C- (z . M M ca- I— _0 - = U) < a 4 z z W mi C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. sit SHEETS 15 6 to FOR ANCHWAS ANCMM TVPE ,/4'. mPE AT SPACING ILIA 01STA"AlONS INTO t~ wow FRAME INUILDINGS -,--- O" offlasts 3 MINIMUM AAAZlK* SPACIFICIS AND UNIALLIF _'ll"We" #Jlr'*"'� 09 - ___-_______ EWE EKSIANCE On INDS"T,I�PGN _A-_ 0�6!L --- --- �__ %CHILD UL FOR LIE S MXTE 1) * ClIttleb, olesh BA) 3 ON SCHEDULE REDLILI MACHO. SPACING feelklo"I .;� aft MuITIFI 1AXl SPACING S4`JWI`I ON mous. WK No= ow $CHED,A, r W 44 I DUOWWG FACTORS . ITON, THIS OPERATION To BE POSSIBLE. , '12- .. RLDUCED SPACIINC MANED UP4 2 -/2. Eff. 'ACTOR SHA,' I NOT K LIM THAN .AFXKJM SP.CFkC I.DC-1113 FDA EACH r O" I Nuclece " - I- %cNlDvLr I - 1 3 1.12* 1 - _j /4V . - --lII�EN.-..!' I . S_ .. I . i TIT. . 1 No. 44167 `� I rLOR11 A BUILDING CODE (Non High Votocity Hur Icon. Zone)' z , __T_ " ____; : Q TIT = lUC" Ill 1100, IL 1-4, S . z 24 GAGE GALVANIZED STEEL STORM PANEL CM.. , , f TATE OF .-:.,� i -----.-.-----, _ . - ___ - - - ______.__-- --- - -_ INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j INTO WOOD STRUCIOES ! I, ...... __ 1 .�� , WOOD HEADER � REQUIRED i . I - I _j I I 'CON � . � 11 _ g,:�Aoff V 0 C . ! 1 1 02 � .I, i .!��! -7 1 1 112- i 1/4 2 - .. __ T_ MAX I I .., � I I : - __ I i-j-, 1- � . 1 0! E i =!N4 , I I T i� 1, ,t . I (- __ " it ; uDMXk aIto Y-W) It. I . . 11 I I � MAX PANEL LEAIGN :: � , : (SEE ELEVATION . l, I ON SHIFT ill) If I "_ 4 1 11 TO CLASS IT : . ... I.. .. _J : 1.01-11 � 4 �0 T., .". C I I �w I of ur - ! - : 1i - I I to t �_, I V,i 1 1 ! ___ 2-.4* WOOD . I 11 PLATE ; "CURED . � � , � , 1/1'* PANILMIXIE PIUS I ANCHOR 0 12 ill' OC ; � i I I � ALTERNAT YI-FL73AW 9-RIOLAR PANE WIALL MOUNTINGS SCA�_E 3/8-,- NOTES, I INSTALLATION ARE ONLY VALID FOR MAX AS-[: DESIGN PRESSURE RATINGS (p.*.t) AND PANEI LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME COWRUCTfON WOOD MEMBERS TO 81 SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, - - ------- -----.--... ______ I . : WOOD mLADER I I i AFOLORED , - 11 . . ,I APCON , , . Z � to 7 . �'1�71 $OR 0 2' O,C ! ! 02 , '0pLW,? - I i , , �. ,/2* ,/,. I I . I ; ill I ,W. I e, ill I . I ., I I : 2 Hi A " : C ) 0 �,4,�* .r I 4:�q it , 1 I I , I . �.,;ii-': 111 I : I " ,.. ; %, MAX 11 - 4-- 6' PANUNWH ;; I (-A F E IVAINDA, U ON Sw-v 12) it F j_ -,- ? I it ,I, �- �I=- IT .. .. IF -SEPARATION - 1 Cl ) : � It r � Ic GLASS I V L_ -, b, T. _j <_aWpW_ 0 to'lor - E I a I : I . - . �1- I I 1 )%4' WG()Q �_ I PLATE I RECUMED ! : 1/4-0 PANELMATE PLUS ANCHOR 0 12 i/2- OC I I I I ALTERNATIVE R-3BW 9 LIFE_ SAFETY-YAREL FLORIDA BUILDING CODE (Non High Velocity HurrIcone Zon .2010 N't. . 2A GAGE GALVANIZED STEEL STORM PANEL 11 DeAlltdo, -----I--- ___ ___ ILIECOINC \1 GLOBAL PROTECTION PRODUCTS. LLC. '"'n' iT-.W a rr-... �"_ ANDIT S�X` 51 1PRUE' . III. - ).t- - - .VIN INN. O.E. n 3331, __ _.rI.I. - -1. )on ,Mas. '" (INH)INKI-479, 20-175 CIOM714 .V-Z-r - 11 ,�CQK ,,� in 1I.lNjE . . . . I.w Is OF ! "' jop�. It ..!!k.i.;"-", , I *, . '�CENS, ` 2 - .... & -..-� 11 . , - : . - : N0.44167 *-. �� *: � IN z � * . _` siATE OF. i""r 1 $ � .. . - ...�O . Q fI'-', 16, * " - ...... .40" "/---,> I I "Ill 11 I .-- -t WAI1vrXAXl,Ao1oATfE - _+_ Q) Q) C_ - V) (6 (1) 4-, C-3 --u �> r- =3 (L) 0 6 L__ L_ _0 q) 0- C C) (1) CD.- 0 L_ = co -0 In . .- (2) (D O-) 1� ... C/) -L-f C-- =3 (10 -M U) W 7C3 0 L.- IL (a) C__ - 3: = .0 LL_ - M 0 -4-- , W M W 0 �> .u) (f) (1) %__ " - - (f) 0 _+_ 0_ C- (z . M M ca- I— _0 - = U) < a 4 z z W mi C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. ______ I . : WOOD mLADER I I i AFOLORED , - 11 . . ,I APCON , , . Z � to 7 . �'1�71 $OR 0 2' O,C ! ! 02 , '0pLW,? - I i , , �. ,/2* ,/,. I I . I ; ill I ,W. I e, ill I . I ., I I : 2 Hi A " : C ) 0 �,4,�* .r I 4:�q it , 1 I I , I . �.,;ii-': 111 I : I " ,.. ; %, MAX 11 - 4-- 6' PANUNWH ;; I (-A F E IVAINDA, U ON Sw-v 12) it F j_ -,- ? I it ,I, �- �I=- IT .. .. IF -SEPARATION - 1 Cl ) : � It r � Ic GLASS I V L_ -, b, T. _j <_aWpW_ 0 to'lor - E I a I : I . - . �1- I I 1 )%4' WG()Q �_ I PLATE I RECUMED ! : 1/4-0 PANELMATE PLUS ANCHOR 0 12 i/2- OC I I I I ALTERNATIVE R-3BW 9 LIFE_ SAFETY-YAREL FLORIDA BUILDING CODE (Non High Velocity HurrIcone Zon .2010 N't. . 2A GAGE GALVANIZED STEEL STORM PANEL 11 DeAlltdo, -----I--- ___ ___ ILIECOINC \1 GLOBAL PROTECTION PRODUCTS. LLC. '"'n' iT-.W a rr-... �"_ ANDIT S�X` 51 1PRUE' . III. - ).t- - - .VIN INN. O.E. n 3331, __ _.rI.I. - -1. )on ,Mas. '" (INH)INKI-479, 20-175 CIOM714 .V-Z-r - 11 ,�CQK ,,� in 1I.lNjE . . . . I.w Is OF ! "' jop�. It ..!!k.i.;"-", , I *, . '�CENS, ` 2 - .... & -..-� 11 . , - : . - : N0.44167 *-. �� *: � IN z � * . _` siATE OF. i""r 1 $ � .. . - ...�O . Q fI'-', 16, * " - ...... .40" "/---,> I I "Ill 11 I .-- -t WAI1vrXAXl,Ao1oATfE - _+_ Q) Q) C_ - V) (6 (1) 4-, C-3 --u �> r- =3 (L) 0 6 L__ L_ _0 q) 0- C C) (1) CD.- 0 L_ = co -0 In . .- (2) (D O-) 1� ... C/) -L-f C-- =3 (10 -M U) W 7C3 0 L.- IL (a) C__ - 3: = .0 LL_ - M 0 -4-- , W M W 0 �> .u) (f) (1) %__ " - - (f) 0 _+_ 0_ C- (z . M M ca- I— _0 - = U) < a 4 z z W mi C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. FLORIDA BUILDING CODE (Non High Velocity HurrIcone Zon .2010 N't. . 2A GAGE GALVANIZED STEEL STORM PANEL 11 DeAlltdo, -----I--- ___ ___ ILIECOINC \1 GLOBAL PROTECTION PRODUCTS. LLC. '"'n' iT-.W a rr-... �"_ ANDIT S�X` 51 1PRUE' . III. - ).t- - - .VIN INN. O.E. n 3331, __ _.rI.I. - -1. )on ,Mas. '" (INH)INKI-479, 20-175 CIOM714 .V-Z-r - 11 ,�CQK ,,� in 1I.lNjE . . . . I.w Is OF ! "' jop�. It ..!!k.i.;"-", , I *, . '�CENS, ` 2 - .... & -..-� 11 . , - : . - : N0.44167 *-. �� *: � IN z � * . _` siATE OF. i""r 1 $ � .. . - ...�O . Q fI'-', 16, * " - ...... .40" "/---,> I I "Ill 11 I .-- -t WAI1vrXAXl,Ao1oATfE - _+_ Q) Q) C_ - V) (6 (1) 4-, C-3 --u �> r- =3 (L) 0 6 L__ L_ _0 q) 0- C C) (1) CD.- 0 L_ = co -0 In . .- (2) (D O-) 1� ... C/) -L-f C-- =3 (10 -M U) W 7C3 0 L.- IL (a) C__ - 3: = .0 LL_ - M 0 -4-- , W M W 0 �> .u) (f) (1) %__ " - - (f) 0 _+_ 0_ C- (z . M M ca- I— _0 - = U) < a 4 z z W mi C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. a 4 z z W mi C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. C41") C%.i " = C= CIQ - CD C" C14 ,-�%� C= = a M C-3 C� It - � _= co >< LA_ _�l ,-, i� - " �: 7" ;/ (,) C= Cu ""', zC14 ;2 CU, 7a :!:- CU E = - = C� _,_ -It ,-) .- 3: 3: M CIA a) .= I __ W w , >- = C= a) M =, = � - �_ " -a _= , - E -!!R C) .- � 1!? U) M " Q) (3) (D r- _11fooffooffooffoo'll U) +_j > 0 L_ 0- U) 0- < 0 C) (1) Z3 = -0 0 (no L.- (.) (3) 1 U) L. Cz L. co :3 LLJ , .2 < z z < __j n --- SHEET NO. SH 1.4. -WEZIW/18 (SEE SECTION ED a ALTERNATIVE UIW ON SHEET is) Ali, �!j(see NOTE 2) )(TEE NOTE 2) " 'Ats` 1/2 . H END /16"0 ALUWNVW N ` I 711f 7 /2"V 0 a I T�m -I 1--T r-A-T- I r T- T or (EMU PANEL) (IMIEWOR PAANI RIOR PANEL) (INTERIOR, --I (FWD PANrt) SET NOTES 2. 3, 4 1 NOTE" 2� 3, 4 /C 40 0 p,. I So 47 `B- A 1 .1 1� I I I T" I I I I i -1 Tj -T I I I I I I I I it I I I I I I 1 11 ,iJ! _J, J..L.J-J- L -1 =-L -1 -j- L, JL J-jj L L J1. FL -1 L L -1 -.11 L JL -j-j- L J-j ifij-j- in.. 3" MAI I MH. I. MAY ANCHOR' (SEE S.EctioN E7i AL1rAM*7NE EVIX 0,; !4,EEI in) -*L Z I a, [71W/18 TYPICAL EUVATION FO.8 STORM PANEL!) SYSTEM J) MAi. CAP SECTION A -A "oll ..TILZI1,11s" -MON& F- N(-,IrJF- ERIN L EN13INEERiNi:3 ExPRESE; PRODUCT EVALUATION RE:PCIRT Septiorribin 15, 2D20 Application Number 17069 1 - R2 EX Project Number 20-31543 Product Manufacturer- All Arrencan Shutters and Gfaua Monufacluier Address 1540 Donna Road West Psim Beach FL 33409 Pfoduct Name S Description 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. TINS PiVducl EvalLiation Report is being issued in accordance with the requirements of the Florda Cap rbrient of Ousanest, and Professional Regulation (FIDPWIT Stakirrig ComMMS]Dn) Rule Chapter GIGN-3 005. F A C, for stalovilde acceptance pet Method l(d) The product noted above has been tested and/or evaluated as summarized heirein to show contiphance with the Florida Building Code Seventh Edition (2020) and is for the purpose intended, at least equivalent to that required by the Coda Pf"Veltrobon of this product $1nall be required following pertinent Florida Building Coda modifications or revisions, Substantiating Data: NTF I H,!TION D.CILIME1 of '24gaGalvarrized Steel Sloun Panels (HVHZ & Non.HVHZ) sheetsil-5 Proper ed by EngineoHnit Express, signed & sealed by Frank Berinindo P E is an integral part or this Evaluation Ropoil . TESTREPORTS Uniform %tatIC SULACIttrial performance tins been tested in accordance with TAB 202 lost standards per test reporr(u) *$T-ASG,17-001 by Blackwatai Testing, Inc Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards W, test teport(s) OBT-ASG- I 7-DQ1 by Blackwatint Testing Inc . STRUCTURAL ENOINEEIUNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andlot rational analysis to quality fire following design rritarth I Maximum Allowahle Spans 2 Minimum Allowable Spans 3 Mimmurn Glass Separation 4 Anchor Spacing 160 SW 12"' AvtNue SUITE 106, DEERFIELD BEACH, FLORIDA 3144) (954) 354-0660 1 (066) 396 9999 TrA"#E"*iNrtRimGEx0ReSS.com LAST PANEL(3) TO BE INSIAUED AT EACH OPENING SMALL ALWAYS BE �RCAAOED W/ REAR HANDLE TO FACIUTATE INSTALLATION IF INTENDED 10 13E N'TALTSO FROM INSOF or STRUCTURE NOTES 9111hiam STI;TEM STORM PANEE A HANG SIR ii"'G- F 7RPCK, TOP & BOTTOM 1;..IN. f. Conk (2). END PANELS SHALL ALINT,&'CONNEMO 10 BOTTOM TRACK OTHERWISE A STOP BAR BE PRIMLO At 100 Of SMt, PANELS. (3). If ENE PANELS ARE CONNECTED TO BOTTOM TFACN, CONNECTION SHALL, CONSIST OF 1/4*020.3/4' M,S. W/ 1/8`6*3/37' WING, NUT OR La4'0 ATZN/�A; Wri, THUMBSCREW INTO OTAPIR ,Her BOTTOM TRACK, FASTENERS WAY RE AT or two EXTERIOR FLAT PLN4131M Of END PANEL. (4). IN CASE I HAT END PANELS ARE NOT CONNEM. TO 90170M TRACK (Is, A STOP OAR IS ONLY USED 11 AT LEM TWO PANELS SlIALL BE CONNECTED TO SaTTOM = USING SPECS INDICATED ON NOTE 13) ADM, IN SUCH CASE, CONNECTION OF PANEL', TO Dr.rTCU RACk, MAY DECOR 4' ANY PANE! I OCArION II' qNSIALLATQNS ONLv VAUD FOR MNC, SPEED UP `C 170 n. P "L I -7 " ACENR' El. 44167 STATE 0 C' LS FLORIDA Faces M"Do. INC, 4aTl :ECO,�a,!, L,:::� BUILDING CODE (Mon Kgh Velocity HU 24 GAGE GALVANIZED STEEL STORM PANEL Icons Zone) rp PIAMY a, GLOBAL PROTECTION PRODUCTS, LLr xxt. 5, low awc H. 3"" I, AW-13,0. FAX: 0 A -A %V. A %in ILoMQA I, IT - FIZ9 I it Sam IF t 14 etPage 2 01`2 All Airinclican Stakilcm, and Glass - 24p Gailvarrized Sted Simn Panels No 33% increase In allomble site" has been used In the design of this product Sepapation Iforn glazing is not required for Installations outside of wind zone 4 and essential facilities IMPOCI R"Istanice: Large Impact Resistance has been demonstrated as evidenced In previously hated lost vOport(s). and is aCfaunled To( III the engincerinto design of thin product Wind Load Resistance Thts product has been designed to resist wind loads as indicated in the span scthedulers) an The respective P(oducl Evaluation Document (I a ongiminning drawing) installation This product shall be installed in strict compliance with i1suespeclAng Product Evaluabon Document ii a engineering diriwing) along with all components noted thereft Product components shall ber ofthe material specified in that product s respective Product Evaluation Document (I a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in Shia! accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host structures shall be designed to resint ail superimposed loads and shall be at a material listed Innis product's respective anchor schedule Host srUdirrO carldnionswhicti are not accounted TO( in this ploduct's respective, anchor schedule &hail be designed for on a sile-specific basis by 4 togoislened professional origiralaur All components which are permanently trislalled shall be protected against corroVon, contarrauttion and other such damage at all times Thin producl kiss been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ) Re,lwiffilly, Frank Bentilardo. PE ENGINEERING ExPREss" 0FIX146549 I Cen Aulb C1895 160 SW 12- AvENvt StItTe IDS, DEbPFItLO BEACH, FLO410A 3 44,12 (9S4) 354-0660 1 (866) 396-9999 TEAM OENGINSI RiNG ExPREss � coti Edr.thiffAINGE IPRI, SI.LUM INSTALLATION OETAILS FOR SERIES 2000 E-Z HANG S 0 PANEL J) jffQ POURED CONCRETE, CON UIL-0109&-AND W09D STRUCTURES i;xUST,W CONCRETE OR CONCREIr BLOCK t, 4"t Tocom AlIC81IR 0 12' O�C. REQUIRED -12- Max �.&T TEK Woort HILADILR� mom RUX"PrD k 40 * HEX 4� TEST FROM ANCHOR, P C SCREW 0 EWE OF SMW a J/4 L=r or @ 2- All" L J ss� I" WIP 10 I- icn, erks A #-MPARAIVN- CX ST"O 10 GLASS -1: 0 SLIPARIALION POP A. LIM TO GLASS ALUMiNUM POP GLXI RWTINUM q) RIYLI IT N PANNDLENGTH 11 0, - 0" MAX PANEL LINGTH All, IT 4-SEPARAY)ON- 0 TO GLASS Mi,, ;r--SEPAW ON UNIESCREW 5011; 11 To QASS ".,a I V ,/A', 'WON 04CVLW . Oc 0 12 WALL MOUNJIN U00M EZI. SCALE 3/8-1" FG RED XRCT POU C=I oft E BLOCK RIOUIRED 7M1,"PANEL U] [IF BE _E��G,711 1. INSTALLATION ARE ONLY VALID FOR NO, ALSO. DESIGN PRESSURE RATING +/- 40.0 P�*.0 AND 0'-0' MAX PANEL LENGTH 2. FOR NEW WOOD FRAME CONMUCT)ON: WOOD MEMSLRS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC DENS" OF 0.55 OR EOUAL ALL AM RICAN SHurrERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HlVHZ -tPWIDTH U"LIMITISD ERPI TO PANEL SPAN)_ 1',V MOUNT (CONN TIP. TYPE AS RM'D) SECTIONS OPTIONAL,20 MICH . -Ill WASHERED T- WINGN ASTENED 0 OV`FRLAUPT56@Fh MIDGPAN (USE �ILU APPROPRIATE SPAN TABLE) W, 4418 FLAN VIEW R0115611 11 N OTTCN"TY U 11 "D (CON PE A. REQ'D) MAY AT T 5. e0TTOM TYPTCAL VERTICAL MOUNT FLEVATION I I TOP MOUNT (CONN WPI-\ A�- REQ11I (SPAN ABOVE �OISSTRUCTIONJ) BOTTOM )UNT Mo cc CNN TYPE HU I REQ'D) I =�-OBbTAIICTION o (LOCATION MAY VAILY) To OP -T M INT BOTTOM MOUNT ((Mp^-/ L-ax (SPAM BELOW TYPE AS Into OBSTRUCTION) .1 AS REQUIRED, NAL Xr*-20 STITCH BOLTS WITH WASHERED 00PTE'R'LAPS FCTIONS AND HICH SATISFY WINGOLITS, FASTENED 0 OBSIRUCTIONI 0 Ml US PAN (US t APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 1'2'\ (NOTCHED PANELS) N I a.44167 IT SlAn "LOR T, 67j I F/I 70 AN(`HOR` I ACQUIRED FLORIDA BUILDING COOL (Man High Velocity Hur loan* Zone 11 GAGE 6*111,11"IEO STEEL STORM PANEL 0%xMY /Mile L ECO... S, GLOBAL PROTECTION PRODUCTS. tLC. No ILS' I, NIVC. It AHONEF coor" , 20-175 Mom? ax I �-�Arm I W q tire . IKIJT I I LI,MW� it - MAXIMUM ALLOWABLE DESIGN PRESSURES: !k?tI � AS NOTED IN DESIGN DESIGN NOTES: SCHEDUI ES I&IIIVE AND NG VE F�drN 'R 1 -0 IATEO IF USE WITH TMItTS"ST914 SHAL! 0TRICIANLE"D PER SEPARATE ENGINEERING IN ACCORDANCE WITH TM W9 aRN11IM&CODAEC Pit E RE ILEMENTS 114 VlIqJ CO27AA NR H CE CE 7 ANTCHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR AL TO THE POS "RaSJU U 4TVE OR NEGATIVE DESIGN RE CAPACITY VIA UES LISTED HEPLESNRMANP, 49SFM _ K, AS SHOWN GENERAL NOTES: 11 TOR 16 ROT7QM DETAILS SHOWN MAY St INTERCHANGED ASPICID CONDITIOWULOTATE. PAN ELS MAYBE MOUNTED VERITCALL)f HOMIZONITA I As APPLICASI.A. 1 2 CONCRETE ANCHOR$ NOTED H EKETN rHALL 66 EM 98DIJILD IV NOR CRACKED C ONC Ile ONLY. INSTALL ALL CON"ETE ANCHOAS PER MANUFACTURERS, WROMMENDATtON!!r. 23. THE CONTRNCTORIS RISPONSIDUETO INSULATE OR P�OTIECTAU. MEMBER. PROM DISSIMILAR HATERIALF. TZRIEVENT ELECT OLYSIS, 24, ENGINEER SEAL AFFIXED HERE 10 VA IDATES S-TRUCTI) PAL DESIGN As SHOWN ONLY USE OF THIS SPECIFICATION SY CONThACTOR, f. 11. IrlDeMNIntS 4 SAVe, HARMLIT TMI% ""n"re' rOR ALL C I AGES INCLUDING LEGAL FEE6 &APPELIAIE FECA AE�ULTING FRONII A,T FAARIr YZTEFAA CRECTIO N, & CONSTRUCTION PRACTICES BEYOND THAT rVHIC LS&�S Eario OYLOCRL, STATI!, � FVDtAA1. CODES 5 PRO. DevoITlorks Or T�cs PLAN, 'I $� EWMPT AS IXORMLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS 00 AFFIRMATIONS ARE INTENDED, IS. ALrgRAT`OA1,ADDlIEON9 OROTARR MAR14INGS rD THIS LXXUMffN[l ARE NOT PC 1MITTVD Alin rNVAEirrATe THIS ciRYIFicA 0 Lr 17 PANE , SHAL L be PERMANENTLY LABELED WITH TMIN IMOM OF (1) LAII FIL 01FA IVVRY 3 0 FEET, CONTAINING I HE FOLLMIUN G INFOOMATION I VISIT ECALC.10131643 N $1 Lin 01 .Sri -A'A" A,". -- - All -Ad U) LU U') :z LU 1 20-31-543 1 DENN FECID 1654Q K -.;L230" 990. 2 Z2 r-O GW' 0.94'" 0.70"' J 9 to CIA -4 D.094' .094" T TYP. TIP 6.094" ci P 0,062" 062. '719� I BID, L-J-� T.`L,,vQ DEL" .030" 2 24DO' 2 DOG,, ryp IKAOM PC 3 3110" MAX 30" 8,; iiJ W. r 12.500" PANEL COVERAGE o", 14.87$" PANEL LE140T D-c- 0.09011 MAI SIT fl--D 090 GO TIP TYP D"F* TAACK 1ACK 0 Mrs, "I 0 376' W 91 0 190" LK F �-11 ODD`� D 1 J1114" ton 4' 4" col.. 0 C. MILE IPC up OVERLAP 4 CORNEftCLOWRE MAIL 2S MAX. A MAX. pi OUT ULj JILD. (ExP" DISTANCE I.P 6. Lvov' A LI., IT, I LH AT -1� A OVERLAP MAX 25' MAX n T F= MIN 1.500. HIM MAX. I Dow AN 6 0 1 13 T 1 20-31543 1 4- U) -0 0 (3) C-) = 0 70 0 C 0) CU 70 =3 CU U) CZ -0 -I.-- CU LL- L,- 0 > -0 (1) U) E L- 0 W 4- CU 0 C/) C) < M cl�-, C= C%A Z Z W mi C5 CL9 c= C111 C1- An cc C2 UP -% Q� Sir) IN, C-4 cut L3 cc W OLD US -In ELl C2 HiANK MINIMUM ALLOWABLE SPAN SCHEDULE A ANCHOR SPACING SCHEDULE: �F 4r. k 1" 17, " I I TOP MOUNT 24GAUGEPANEL5 P`AINELFAT�FENERSIPI25'OC T? 2.5" 214- MERGE bIgYANC2 T .5�01 . , , - N - T x Cn *p1wiT vAAUPTojr-V �o,N Qr, to to, 30" L." nx MAX Mae" nencilas �P "CHoot V*95"mt col"If TYPE corals TVP DOWN "P FRmume I ALLOWABLE PANEL SPAN & GLASS 'I" H.4", a, or� Ir 1 24` w 2.11 24" IT, 24, Ix ld', c, c, cl c4 I .0 SEPAPLATION SCHEDULE: 2r 21C H' 7r 24' W 24- �Ir 21c ITT 6.8'. C2 13 C. TYPI LI CLI C. (D LI14-111, H.O. D, ir I, wjo 1z.51' Ifio" 1. 7 Us" 1641 9,11-16.1 a] L2 51 16.0" t6k 3;,9 12.F' 16,0" 16 0' 7�r 12.7 16.0" 16A $11" I " I n I�S� ls.q, it r, 18, b5 & 'Ur Hiarox, -L DICIVAI TLHT On Aff, 8111 5.91 12,91, 116.1), &1" 5.51, Z4 GAUGE PA14ELS 9' 1Jc 74- 25F -7 241 a 2s, :r 7ar, 0 -u I I i -- - - 'I i v 1 41 n�. cw 12 W. toz,- I'p,. I,t- . r, In.. 1. 0-1 A a - 1 i;126, - "IT-1- "..: 7� -- -i� AY -Y .15.1 real IMI.- o; ff.t., 3.0 -Ir-a* IS b�s P.- I 4i, T% I-1r, T-II 1 94 46 LLT' In.q' 16.0" V TO" 10.7- 6.0' 12. Y' 16.0' 34.7 6.0' in "P 1:2 N" 24. 74, Sir 4r SW 2*1 4 ILr -L&M -- 11 V M ." Ine, 62" 16 0 " 14 7" S 0` 1 A2,5116 �o 12 - 12 5" Li 0. IPA 1�2 p MAXIMUM 7, 1, vemi,, LA 16a* 16w, ISO .14, L VX� "IF", 33 12.S!' 16'n' 16.("T 16.1" 12.'1" Ij or il I ja 5' 16.D' jo.o' 6.2" go 12%" IiAIrE-1-iF In �i: -+hhhhhhha TV + :11�w �-I . WOOD l'i'lund 41 5.6" izv. 16a. 9.1. S.C. 4 it - W..". -1-F- Allow OU I4%IAUAI"JhP,tF%$ IN.IIALtATOW1,UFJhW P. in An PRUSLI iritift NA p"a Mover a. or. W wr zr IZ k. "I IMAN 31Y ABOVE GRADE HIAM90'~GRACK IDT ck 2&' ?4` 24' W' f 46 lz.v� 16.0- 9.6- 50. i `L2, Trw -7 r -+hhhhhhha ta S" I,o q.A.. --"F -37 'Tr- W 2 ja.v. 16 0'. 1 Lo.. 9.5-- IJL5" PS" 72 11's" 14101 9.6-1 3.411, 12. i6lo A CIO \0 1101INY I origin 2 law is SASIL) 99 110. 1-114* MfltD 33 12 TV— 16 Y, 16.0. U) U5.0. 16.n' 16.1)" 1- 1D., u Di'0M .1*1 1P.-% Uf.� ".4, 10113, IN VISIT, Asny'r .4 W, im-, 41 LO '156 I� T112 5 lid 0 11 5 16 Dr. 12 541 log" ILA" ills" > Tari 'I ;t 156'L qO 5' u) 16 ". E ' - 4 4, $to MNftAAAnoN 110. �XLIA� ftilIffilt, -L. RANFt§tclr� IS Ubet'lig APIA, THAI IAITTAI ITUR, s!.-. 21 �: .: .� - / )e 1 :5 16". 31 1 76- 12+51 101 11 lo.wl o: s 011,1211�12" AZ) 19 F. -1-2 , 1 Q9 0;C iloolo, �Lr ;�:Il i .� 1"; 1 "10 11 ; I L, 7 6,11Z 1 11, .10.6 12. 5' l6ro" 22.5* 72 L2 1" 14 V, 9,11, 12, r, is. V//11/ WN "NAMO-MIA, SHAUI BE Mit Fxh, f ret-Hinisi-ARD-1 x--x`Ao 12 51, Inc, law, il Ic Q11 P 15.V. 2 WY- HICR T", Ill Nerl, 411 iiLT ldhD4 jac, IN, I D , 111,0 1 I A `0601H,124. Mi. OR .-KA" M"Da BOLTS) AND �w ANS6.51 6 eO`Hwr`AAxAb, il !, 1'� I, V F. IT-- 1% 1 7 4.1 0,43" 12.4" a I 1.01 SI 1,� 12r in DO 16 0- 1, Z 48 6,25*' 12.1" 4. OL I st 12.5" 16,0126 0" ra.0 123 SL� �j mmimis", < V T2 5 12 5' 14. 2-1 5151, &.23" %2 1" 4.7" to- 625 22.V 4.F' jp� a! W 11, 1II.L 4b 5, 11.."1 AT L, V. .11, - - I I I r-1 h 16o L A a J- 96',, a! 2.5" EDGL DES I ANCE I U) 3 Y. it. ir- ITT "HII 6.29-1 'I't, < -D fm �r It. I-t 46 6175�1 1 ANCHOR NOTES: UT ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CFRTIFIFD HEREIN, BUT ONLY PROVIDES ;., 2l, -,-- in A. SPAN SCHEDULE NOTES: MAXIMUM ALLOWABLE ANCHOR SPACING HAAI MUM ALLOWABLE SPANS AND Fft$6U R95 INDICATED 13 )` I ENTERSPAN �,CHIDULkSvi;l" NEGATIVE oil 41 0 71, INSPAN SCHEDULE SHAULAPPLY, Z3 A- t L, ITT,:. V-SIGN LOAD 6 PANEL FASTENER SPACING TO a A2w, I, ENTER ANCHOR SCHEDULE IdA9EC ON PANEL FA TeNER5PACING.IliEEXISTNGSTkUCrURE U TYME_ cc - MATE IAL, &ANCHOR TYPE SELECT DE51GN LOAD GREATER THAN OR EQuALTONerATIVE DESIGN 1-2 DETERMINE MAXIMUM ATILLOWASUI, SrORM FAKIR UA 5z 6.25' LOAD ON SHUTTER AND SeLECT SPAN GRIATERTMAN OR EQUAL TO SHUT tFRSPANSEL"- uj r, 100 JLU SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH i CONINE ON TYPE RASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON I v" :� �LT , 1., 7 PostTive LOADS LESS THAN OR eQOAL TO 7411 7- ciE, EV C, r NEGATIVE DESIGN LOADS < a, 4,2" Co- 62Y 107" CUI -0 1, V S 5 5=W" SOL' on +1 12. T 1516`1 A.D. .,.,,"PANITI rry A's TIPOD 0 2. 'PANat FASTENERS Alta STUDS USED IN 'A PAC I use 45, t5 C PANEL FA"NERSPA NG TABLE VALUES FOR ON)LITIC"TION WITH ALL MOUNTING EXTRUSIONS T CONDITION$) *=�f; __j 8 1LE, ul It, %,I, q 40 �V, 5AT' in " 4 V 4 0 � V-TRACh. STUDDED ANGLE. M.), USE 615' k2j* 411* IcT 41 4.L- ALL41" AND 100 7 � t�:: § tz 4,2S" 1011" 4,1' 01 6lV 12;L 1,V 4 D' = 0-3-47` ;F 4 ANIHO 'U'-He �k[)ER5 ([NCLUDINC BUILDOU 1,1. VALUES FOR I LaL -Lv±2:.-k21 No... 5; SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACtLJP.ER6'k�CDMMENDArIONE� r 2 11-P I lie I v, I. d, 1. 11 1 V, tz 1. 11,11. s,.. .w. It v TD-w a , Fn� 5. MENTMUMBLOCK HOST STRtJC7VRd 51-A ILL C0NPQRPI TO A$TM C90 B.00K� V 11 C 11 EL FASTENER SIACIPIC G 9 CIO a- ALL'*H"N AND "WHIADER5 (INCLODINGSUILD OUT xi M1 Pomr�i;ouoFi It 12, F Lw It T�±IL IT 5" 7.51 6-31 12.51 is ol 7.6� 6.31, 6 EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCIAEOULE. in coNDITICINS) MININ 3, LINEAR INTERPOLATION 11"IN LOADS 15 to 15` 14101. 9.7. 7.7" S.2" 12.5" 16.D., 7.7� 6121, 7 UH EMBEDMENT AND EDGE DISTANCE EXCLUDE5 STUCCO, FOAM, ENUCK,ANDOTHBRWALL 6 4 7.6" 123" � s!o' - MIAX OR SHALL he VElurle BYOrHF TO 'r AtCEPIABLIE OTHERWISE USE NEXT HVISTRIER LOA AT ista, a.%, 7.2 it 51 16 U 7 7' 6.2 12.5 16 FINISHES *ALL FINISHES SHALL BELIMTED TO 1/4 1) As Is- / ., �i V , - - L*QUAIeLY 19ANSPFR LOADS To HOST STRUCTURE t, I .!- � i4 4.4" 4,4" 6.13 B. CONCRETE AWHOPS NOTTED HEREIN SHALL BE EMBEDDED TO UN-CRAWD CONCRETEDINLY 1,11-F-FrP 33 IZS" U3.0" 6.4' 5�s` 6121411 U) r GLASS SEPARATION NOTES: in 612s, 111, 316, I.Y. 9 � WHERE EXISTING STRUCTURE IS WOW FRAMING, EY16TING CONDITIONS MAY VAAY� FIELD Ilk FAME" 12.5 13,4" 5.k' veRIM rKAT FASTENERS ARE INIOADEQUATE WOOD FRAMING MEMBERS, PICTFLYWOOD. F"TENING 9.2" IS" eNTIEn SPAN SCHEDULE WJ`PH POSITIVE DESIGN LOAD TO DETERMINE TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. M�1. MUM ALLOWABLE SEIPARATIoN FROM THE OPENING To BE PROTECTED Hro" "MF An P.- tH 9 21, 13, 31, CENTER OF NOMINAL 2 4- (M N,) WOOD SI U D IX4� EDGE DISTANCE 15 ACCEPTABLE FOR WOOL) 2. SCHEDULE ISREQUIRED FOR USE INJIMPOSTITIVE LOADS ONLY ftflov� 45. INTERPOLATION 5"ff" LOADS I$ ACrEPTABT OTHERWISE USE NEXT I+IL3HEP FRAMING). wow 511 1) HAILLISE sourHERN PINE'G-0.55 OF, GREA701 DENSITY, LAG SCREW IT I! n1l"Ua UU1- Ir LOAD SHALL HAVE PHILLIPS DAN HEAD OR HEX HEAD E, 1. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSINTIAL I I REMOVABLE ANCHORS ARE DEWALt PAAELK14TE, ALI-POINTS SCILID-5117' & BASSES BUSHING ilit CA:C�, AC1UTIES;NASTM WINDZQNIES I THROKIGH 3 111t GLASS SEPARATION M-A&M LAST ANOxom 12 M CHIME SIREWS SHALL HAVE ln- MINIM M ENGAGEMENT OF THREADS INTO THE BASE w 11CHICRANCT MAI HAVE EITHER ARAN H rREjSSHEAV WAPER HEAD (SI EWALK BOLT) U N 0 SCHEDULE IS N AN ADANCE VX -JCC0 OkOTHERIWALL FINISHES o PeO TrNn N to 3T N in or MINIMUM SEPARATION FROM THE -3154' MINLMVM EMBEDMENT AND EDGE DfSI U 20-31543 iE I-L" 20 1 .11111 T10. IW" 1 4 DEM NATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES I 'AHE ForACIFF "!A, or"(; CZNDITIONS lonan-� '"s Dmnpum; 1.11L POLATI-Cifil 15 NUT PERMITTED FOR U51! WITH THE ANCHOR 5�:HFUET USTEG, ON < )z INTER -71' TML it, LINEAR CT MOUNTING OPTIONAL EGRESS PANEL DETAIL I,!, t44 PTjONAL INTERIOR FASTENING DETAIL INTERIOR FASTENING T CL SHEET NO. SH 1 .5,