Loading...
HomeMy WebLinkAbout6330 Back Forty LpL II L. __ —I-_ _ I I 'I I I 9 I I'll II' '.If11 r 1111P111,1,11. I 11 1; 11 I INDEX OF DRAWINGS 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 7 -- SN 1 SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS STRUCTURAL NOTES - - DETAILS ABBREVIATIONSsN 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 Flr. Floor RAID or Rad. Radius - - - - AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. AFF or A.F.F. Adjustable Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle S4 DETAILS - - --- - - - AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator S5 DETAILS ALTorALT. BC Alternate Base Cabinet FRT Front FT or Ft. Foot/ Feet REINF REQD or Req'd. Reinforcing Required S6 DETAILS BF BK SH or Bk Sh BLK or BLK. Bifold Door BookShelf Block FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized RM or Rm. RND or Rnd. RO or R.O. Room Round Rough Opening ST - SS STAIR DETAILS - RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS &DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core - - - - - BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet r PA1.0 PRODUCT APPROVAL NUMBERS CAB CIR or Cir. Cabinet Circle HDR or Hdr. Header HGT or Hgt. Height SHWR or Shwr. SL or S.L. Shower Side Lights ---————— — — — — —— PA1.1 - PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. CMU Ceiling Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SQ FT or SF or S.F. Spruce Pine Fir Square Foot (feet) PA1.3 - - - PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. COMM orComm. Column Community INSUL or Insul. Insulation INTorInt. Interior STO SW or S.W. Storage Shear Wall SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. CONN or CONN. Compressor Connection K/WALL or K/Wall Kneewall KS or K.S. Knee Space SYP or S.Y.P. TB Southern Yellow Pine Towel Bar FEI [E- I �, a o a S1 SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. CSMT CT or C.T. Continuous Casement Ceramic Tile LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. TOB or T.O.B. Tempered Thicken Top of Block I I U u a SH1.3 SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT API ROVAL DB DBL or Dbl. DCF Door Bell Double Decorative Cementitious Finish Laundry Tub M AS or Mas. Masonry MAX or Max Maximum TOP or T.O.P. TP TR Top of Plate Toilet Paper Holder Towel Ring L-�E:1E1F-1E]E1E:1 DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window - DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical EIEI =11 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 VERTorVert. Vertical DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VL or V.L. Versalam - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. ELECorElec. Each Electrical OPT or Opt. Optional PC Pull Chain W/ or w/ WA or W.A. With Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. EQ Elevation Equal PED or Ped. Pedestal PH Phone WC or W/C or W.C. WDorWd Water Closet (toilet) Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR orWDW. HDR Window Header FOR 2 STORY HOMES EXP or Exp. EXTorExt. FBC Expansion Exterior Florida Building Code PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or PIt. Sh. Plant Shelf WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLT HT or PIt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG FIN FIN FLR or FF or fin. Flr. Fiberglass (Shower Pan) Finished Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room WWF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN 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 06/25/ 12 2.0 GRADE BEAM FOUNDATION 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 08/11 /15 3.0 2015 NEW CODE UPDATE 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 FBC 2017 CODE UPDATES & MODEL 03/06/ 1 O 4. o O UPDATES advanced notification and approval by the Designer/Engineer. agreement.Paymentsill be made in accordance to the terms of the 06/01 /18 4.1 REVISED SGD, LANAI & WINDOWS AT REAR 06/07/ 18 4.2 REVISED DINING WINDOW TO 35-S H Control of Construction SiteThe Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in 12/19/20 5.0 FBC 2020 CODE UPDATE any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 1763 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. e*") � o c'`' i _ 8= -amX N C:) y N N CD a ®' E c m v CL. 3 3 L V N 4 M fV O N 00 0 btu'•. c� �, e No PE 7 .;O ?t '. rr J ✓e'.*,,�Iifj.at1a1 SA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o u) C-4 N yJ - N LL J P O , 0 (nZW d a J II^^ C 7' O Z ` -' w o w O eo En W o�� m U, (n ZL IN" Z L0 N O O (N Cl) U H IL w; (¢) U) o� ❑❑❑ W Z N r) o g z z o � Q J a- N r M N 2 0 CZ vo •F-, C4. t'6 w U 0^ LU o to a L �(��ik 4 RON UO y r~ `n I N !T O � co w M J � z C � L.. c E �o oo Zo <Z� E0 wz oa Fcu — r6 o E o g g �< = o Oa °' h az WO �z .W W L ¢Z 0a °�O o� ZC om aw ZZ co A �< a0 nw W o 0 =k w =o o w¢ ; . M V Z1, a OU !2o > LO m m N L f :3 N o LO ^ C37 .x O J N U) 2 N on LO ~ +, o O ILL I•" Y (� coN m � O LO r Q C0 � r— M ai 00 M � z m T Z E M m c a U 0 Q p a) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S wo,0r 0 50 i. 0. BATH BATHROOM 2 a cc 0. BATH 00 00 L KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. CURTAIN HEAD -,�V-ARI-ES,� / / ROD 0 / 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR. � ON BATHROOM WALL MEDICINE y i L CABINET m VALVESo�- TOILET SOAP PAPER DISH q HOLDER 4 Ir cc0 v p Z p Z �-�- ;1_o O- N% O M O (") M � M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS co SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. �� I -I I� CI KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE U FINISHED CABINETS o COUNTER TOP 30" H BASE o 9 CO 4 CABINETS 60 b � LL �iry n O U 2x c? FRAMING 7 o 0 112" GYP N v N ? BOARD FIN. FLR. r FIN. FLR. x P. 1. bULh PLATE!P SHELVING ISLAND COUNTER CABINET BLOCKING I 12"x12" CMU w/ (4) #5 VERTICAL 25'-0" 134" 10'-0" V-8" V-4" T-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN UDS W/ USP T1_ 6 @, BASE 1 ~LEDGE OF SLAB BEYOND WALL 2" W H D -0 T-3" 4'-5' 6'-4' S3 FOYER"i$ BUILDER TO PROVIDE - 8 $ FLAT CL-Ct - C APPLIANCE PROTECTION TILE'', S3 WHEN REQUIRED PER FBC--W/ USP LSSTRAPS ` (CENTERED) EACH SIDE 7 00 = U) OF WALL TO FLOOR 0 0 � TRUSS ABOVE @ 16" O.C. - S6 W u_ -- Cn M u_ - GARAGE TYP. @ N FL �O LU 8'-8" FLAT CLG. A.F.F. - 2-STORY ENTRY ' u-j J o 0 Q w 8'-8" FLAT CLG Z ti - AFF ------------------------- S3 I I - u, I I TYP. @ T I FLOOR G.T. I SINGLE - - - - - - - - - - - - - - STORY - - - - - - - - "._ - j 8"x"IT CMU COLUMN j I W/ 6"x12" ABOVE I - INTERGRATED INTO K - HB - I WALL W/ (2) #5 TYP. @ S4 I __ I VERTICAL GARAGE I o ---- • - - - - - - - - -.31 - - - - - - - - - - - - - - - - - - - - •'� ■ -- 161670 OVERHEAD DOOR 0 OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 1, +26.6 / -29.1 FC� +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20 X 50 a 181 X 50 S.H. 15 20X63 18�X62 S.H. 16 20X72 181X712 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 g 26 x 37 4 S.H. 1 H4 27 1 X 50 g 26 11­15 2741X63 26X621/2 S.H. 1H6 2741X72 26X711/2 S.H. 22 37 4 X 26 361 X 25 1/2 S. H. 23 37 4 X 38 s 36 z X 37 3/4 S.H. 24 37 4 X 50 5 36' X 50 S.H. 25 37 4 X 63 36 z X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 2' X 25 S.H. 33 54 X 38 g 52 2'X 37 4 S.H. 34 54 X 50 s 52 1 X 50 S.H. 35 54 X 63 52 2'X 62 z S.H. 36 54X72 52�X71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid. nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV A SCALE: %4"=1'-0" C t� d C W CD 7 a P C) f C ra�CZ N R Q ['V � �� 03 Zz � 3 _dam® � ,a C 1_ o � U C, M `o' rlo PE75750 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ar W hp O E fA rn 04 0 aQj _J V LL w w w d 0_ Z - O� 3: U P; t Caa o 0� p w INco 'r W o °' m ¢ m W 05 CID o a M Z LO CoZ z W o w 4 U 2 ti `M (VLL Q ° z OU U to F- ❑❑❑ ch o 0 0 � QQN z O Q Q J - m � aX cn o �0 O u., o cn -- E 1�".. 8 o C)In 0 CO te, N .4 o 10 w M U ZO � z Q LL zo g >ry Q� Q a oLL Za - g 0 T, I I U O .0 O E coE ¢ a z p < 4 .1 z ra 7 po w0co W a 2 0y m 0 o, � J "saw ¢ 2z no co T � o< � W W O m 0 <r � ~az =H tt o w� aF xF �o a .N O � > Lo O E m 0 � r co Lr) C Ln ^ Q N Y J N a. ^ U) N m 0 ' n LL r1I C0 O LL m c C:)r) Ln O N M oor E c M Z E co ICU6 a U c IL � Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. •-IN ITN CONT. HANDRAIL RETURN TO_ A WALL DETAIL- ) SCALE: N STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. / 16 mil't / - 36" H. CONT. ,'' 15 T' GRASPABLE / 14 _ ,/' RAILING C:)i /' 13 / M / ' I / 12 I ' 10�� 11 / 42" KNEE = i ,' 10 WALL WITH L`oo /' 9 i 1 x TREAD C) 1 x8 CAP & - �,�� (TYP.) - o CASING , STORAGE RAGE 00 T 7 UNDER 00 ' A���-- '� i /' 6 STAIRS 1 x8 CAP & I ' '5 2x FRAMED CASING 4 WALL 1x RISERS / (TYP.) i 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 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 I SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS - CONNECT TC SCALE: 1/2" = 1'-0" PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 114" LVL 2.0E Fb=2950 (2) 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 0 M v 0 10 OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 �B +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 1812X 251 S.H. 13 20X388 182X374 S.H. 14 20 X 50 e 18 1 X 50 S.H. 15 20 X 63 1812 X 621 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 s 26 x 37 4 S.H. 1 H4 27 d X 50 a 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S. H. 23 37 4 X 38 8 36 z X 37 3/4 S.H. 24 37 4 X 50 $ 36' X 50 S.H. 25 37 4 X 63 36 z X 62 112 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2'X 251 S.H. 33 54 X 38 g 52' X 37 4 S.H. 34 54 X 50 g 52 z X 50 S.H. 35 54 X 63 5212 X 62 S.H. 36 54 X 72 52 2 X 71 2 S.N. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV A N N > w t C= e✓ (� C Cu U N amx ,. _ten Q H R ® a- V1 Q y N Y �E-�� c W 4c co ,= Cc ci M 0 N 00 o_ M 9 °L i L`^ NN I +V . s o� "No / -�-50 " - , IF !� 1`rv'93f"�u=4' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,RAF` � $= E � N O M 8 `gypp dayy o x N fli cnNoa LL w w a d ej ch v � W Z m u n J 0 O ?ni may o L :d O a° W O ; NN(2 m � Q a `IL00O cod°"I i- Z Z K O w N Z Q U = ch flu Z N Q U v) H o ❑❑❑ y W V M � z N M 00 z N z n Q J Ln z 0 (� LLI � U o N w U) v w Q 41 14 co w M M J y G � z Z 4 � U- o E U tt zo Z o oa o� o< o E ao &Z -J a t L wo Cn c c ¢ p o O 0. "o o, ymr az o¢ o g W U5 � w� �o NF m MJ 0 M a w¢ O ¢ yo d F O - U 0 �C:) > Lo Om 0 r N 0 Ln ^ Cr U 0 N m +-+ 0 Ln �+-+ O Y � M M o -0 co 04 Ln -� 0 N r r M 00 E r CO j o z m z E co y a E U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 n i 12 4.01 12 15.0 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 — 14.0 CJ/WEEP TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) F_ . . . . ]EI . . . . . . . 1____F LEFT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 si ra 0 C14 W p L.0 C14 —�M »- �La N O _ N O d G. cc rm�d� y $� C R O d V C"7 N N 00 0 otil lt99 _ CD • No PE 8750 °y ' W J`r�lil�3lil4��i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r O M a O N N O N # 0UJ�,� *� VJ v)�ra w to rNi w a a Q C Y J CL m � � rn Z ,,nn Z Z o 0 Co 13V J m' .2 O O 0 _ '@NCO m W Q c � Q JF lll W w O' °' J ~ W O Z IL N m Z U 0 O U ❑Q❑ Zl• - I z N M o C Z N z � � J 0_ N M 0 W1' o �N LL T 0 L.0 o (+ I �N v r.,, — I =ice 8 C) o y C w ®® ti o J w Q0 M M J p Z Z � LL a Ep ZO > N Zo z® E U s� z oa H r6 �0 00 o E p �r ° 0< CID Qz g Qo wZ 6 = mo = OD J `nm ¢w g r� ZZ go RUN Big CIDo 3 m <0 aZ �w aZ =� �O W F yO lllllllllll� M � w¢ 1 at=- 2 O 0 WE > LO rn m C� L r Ln ^ N o 0 N m O L0 �..i O M U- U M O 00 N Ln T. O Q T M 00 ai E c CD CV)o Z E co a E U � Q p _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 T 7 12 15.0 OFF RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON Ci FRAME k LIME �Pp \� TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) F_ 35-SH A-1--------------------------1----I 606 05GD REAR ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 D 4.0 CJ CJ ---------- - -------------------------- ------------------------------ --- --- ---- t-IN rLR CJ T n nn CJ/WEEP — — R--- I ------------------------------------------------------ V----------------------------------------I- EXTERIOR PLASTER ON FRAME 12 14.0 — — — — — — — — — TEXTURED FINISH NON IOUS RIGHT ELEVATION - A CMU (TYP) SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. .I:LVKI :IPZWII 0 N dL O W ce Y �^ N N Q 5- ' d d E C= L CL E fr3 M N O N 00 o_ M o N !tip I•I0 cs w pro' • .�_ r- n F u/ (_iN tit %"o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. / _ $ W O E ,O N N p p N ti CD 0 UJ7�,�- - b! CO F- u- w ' Q C J d Y C7 J V LL Z z 0 o O 0 Z Y L T V O o y o LU M W U) 0) < Z Z mLU z°��= LL 0 0 N Z o� ❑❑❑ W QD Z N M O 00 a a n z Q� Ur c 0 �N cr7 w � U 0 w o toV) w U E Sol 8 Z U 'o N r~ Cl) • o JZ w M M z Q Z C U C Zo >� 0� 14Co Q u oLL z© t— r6 �e X U �o 0 o E a` ° ru wg �Z �w C 3 L a ¢ o �¢ oY m O F Zr Z J _5 m cv 6o ¢ m QZ W Z 3 0< Z o g W co a w a �Z W = F WillJ o w4 oIQT'0 ao r 3 .2 O i E > Li) rn m C� L r : N o L0 ^ < � J N ^ u. r^ 0 V, m O �i LL O Y CM M O cc LO N r O r M oo E Cf� j T o Z @ Z w CM N m E v a 0 � ¢ o _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 __ _ __ r ,., �.. � I ,.. - - - - __ i ii .', �u �.. i1�L,r -h....ie n.,c uu,i ._,... t,r ie,A_.a�..: iTi -�� �i -_ri I I I 1 11 - i r — -r 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 (Are -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 ILL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11, In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqT- DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET PWF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER Fri ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights &outlets �'- / NEMA t 10 #12 to appliances and GFI _. __._.._ `-- "- --} 150 AMP/ 200 AMP #10 to WH ._..___ #8 to Range10 #6toHVAc T _ - _ >� ' ` 1 n 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.—� INTERSYSTEM BONDING O TERMINATION PER 71 150=210 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 0 r --------------------I I I I I I I I I I I I I I 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 L------------------------------------J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. ll- 3" VTR 1.5" VTR ( III I I I I I I I � I Kam' I I � I I -I II 3" VTR t � I I, I I j I ice/ j I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN — ELEV A CW3 c= 0 c N o w C" o W �s c%j r. is != fC V C'7 m x tq = d -CC Cc �Qw w cm z c U r Q 3 ' 3t ~ n7 CM en r� c E- t° o awa„ U M CV 0 CV co 0 vV �'tV D PE 8 50 £` STA., OF ut 4 e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E N Q R U N ti V O N /V i 0 j Lo00 N LL O LL d N w a a Z jLL,� z Z_ r CU c: Y o o O w 'p N (_O M Q 7 J co W (°�pjO' J z co 0 w �. co Z ILZ NO F=- N O U ❑❑❑ Z W Z N M 0 00 N z o � � J N z a 9 0obw LL Cn W II) a v0 u.a CD(/ N Ln W J F-• — E t I z V O N ! o Z w CIO M 0 o Z Z LL U- o nz a? E V o� Z® o0 I- r0 no 0O d o E < p < XZ I- 3 �o o ww ¢9 3aZO U WO m oZ LY] m V F ¢ w nz o Z a 0 co T W h W co 0 dZ Z = o w< 0 o ; v zl< 83 ,o c 0 E2 L , O iU rn m co c� L T LO ^ N o CS 0N v, N +, m o LO i-J O Y 0 cc N m 1 b Y O T O� Q M T M ai 00 M cEo E T Z Z E M cc cc E a- U Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 I I - M1 IF, I I- � I I -- _ __ 1 i .0 1,11 ,. 1_. b _ .i.,01i,.dJll. ,.h.l .d. I:.. I Inl. i�a.11 iL .... .I:;.i..l i. .,.� �i ��,ii 1 - - �. 1 . -. I. -.I I: ZONE-2 ATTIC SPACE 60 SQ. FT. ) ) ) ) I i ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of of vented IN. of of ventilation to SQ. IN. of SQIN, of Ventilators ventilation soffit ventilation vented be provided Ventilation . Ventilation SElev (See ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV A SCALE: %4"=1'-0" 0 c%j 0 c� W Ck: w a� o c eo c.a C114 n- 4n O CN N W = —. W W 7 E C -C E �Q � LJ M CV O CV W O C ) ;•' ST " Z- OF �p✓l� f.) i` 1 r .� %% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E ON V O N v N i71 �p 9k O C n y lC) a,) ik W LL U% fA fn r - f­ LL uu uj a �(Nv u,aa LL a Z J LL z O rn t m o O 0 a. 7 N N m Q U) Q Z W yCiW LO M Z U O z N F=- U O ❑Li❑ W z N N z o � U)Ln z (D o LL C/"' W 0 w a C Y Ci06 U LU J E U O y U) N < m N � � w M M J < 20 Z Z¢ L.L. z o �o > N ao ca- p E U �� '� ,a oa rod ao o o E r¢ az o¢ �z <o wz L Cn C Q a m 0 m Q) J a' aw �z oa z go co a m <o az �w r3 s o Cl) w -o 0 F OU ZIQ 3 0 c O E > Ln Orn m 0 L T' Co LO .-. N Cr Y 0 0 N CN m a--+ 'C O Ln M L M O in -� LO r o N co T E M o fa Z E M m E _0ui d U _j Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU Lu J a ' 7 - CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. z' } U.N.O. io. Alternate: r a...a. ...,,r r r o • u e' ' The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". ' T. TYP. CORNER BAR DETAIL o Zo SCALE: 3/4" = 1'-0" 0 Il0 13'-4" 2'-O" x 2'-0" x 1'- W/ (3) #5's E.W. 25'-0" 1'-4" 10'-0" 7'-4" L '4' 1'-8" TYP. ------------ I o o I 4'-8„ 5'-2" T-10" 11'-4" N 6-8"1'-4"1 2'-0" AC PAD 1'-4" I M I 4' 11 11------ - ;-------- •---- --- ---,------------- Il 1 Ip TYP. @ PROVIDE 1-1/2" RECESSI I`11 HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER BASED ON ■ III11 LOCATION I TO MASON'S SCOPE j FOR WIDTH I 1 11 o I I It r I INDICATES FILLED CELL r I ■ - I 11 W13000 PSI CONC. GROUT I 1111 FROM FTR. TO BEAM r I 11 W/ 1#5 REBAR_VERT. _ _ C.J. I I ABOVE SLAB. TYPICAL I 1111 @ ALL PLACES SHOWN I I t IHOOKED FTG. DOWELS 17" 1 1'EMBEDMENT W/ 25" I — — �I 1 I*XT. ABOVE SLAB "GRADE 40 I I o I (STEEL" I I Ij j 1 11 I I__J 1 ■ I 1 I III � ■ - I1 El Cn o w I p 11 II 1 11 i II co I co O Z 13%" MIN'1�000 PSI CONC. SLAB ' I I FOR HERNANDO COUNTY ONLY 13/2 MIN. ��00 PSI CONC. SLAB OVER i I LO 1 6 MIL VISQVEEN VAPOR BARRIER I 1 C.J. _ _�1-jl 15'-4" 5'-3" 2 -5" ■ _ w o 1 0'-0" ELEV. Tr T _. Cl)I (FIN CONC. SLAB L- --- - - - I 11 I o ■ o I 1 1 -- , v 4'-0"x3'-0"x1'-0" It 1 I W/ (4) #5 E.W. 1 1 14'-5" 2'-0"x2'-0"x1'-0" _ 10'-7 1/2" 1 o W/ (3) #5 E.W. M I I h ■ I ■ J 4" STEP 3 1/2"- DOWN C I I o0 00 j 6'-4" 10.. MIN. S3 1 '-10" in TYP. @ 71, 2 STORY I S3 1 31-0" ■ • ■ • 1 I BUILDER TO PROVID I w APPLIANCE PROTECTIO TOP OFCONC.I I p I WHEN REQUIRED PER FBC RECESS FOR FRT. DOOR PAVER TO BE 4" 1 I —1 1 BELOW FIN. FLR, I PROVIDE 1/2" x 9-1/2 1 � c- 1 949-4 I • I , L I W . ■_ _ - _ �_ _ C.J. - - -� w S3 1 1 N I 12„ TYP. @ - I O ENTRY 1'4' o z 0 12'-6"x2'-6"x1'-0" I 0 U I W/ (3) #5 E.W. LL N 1 I� (2) # VERTICALS I W/IN FILLED CELL I ■ Z 0 N 1 �— I I O q 3'-0"x5'-0"x1'-0" N ;t, S3 I y I � '- W/ #5 @ 8" O.C. S3 I I E.W. L— ------ — — — — — — ---------- • • '-0' 16'-8" -0' 6'-4" 1118'-8" 71 25--0" 0 �i CV 10 I (----- I I I I ALT I I I IAC PAD I I 2'-O" x 2'-O" x 1'-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 10 PLUMBING LINE TO SECOND FLOOR _ o 0 i0 v in TYP. @ SINGLE '- STORY I 0 F0 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 } z0 O O O N FOUNDATION PLAN - ELEV A SCALE; Y4'=1'-0" C" N G C+i � o -a C� ZE ��® aC cc ra N -1 CV 97 CS as d a� ss d 'CD t- CD � T �v CV O CV 0 M .iea� 'ij.99iS8E�9iS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a g C 8 CQ O T, O 3 2 N LL LI' cli IL LU 2gq a Q Cco V -i 5 z J LL LL. 555 U) T' m c 0)0 L (6 Io _ 2i � O: W Q 7 (6 NCO m W o g 0,0 m U) z 6¢ 0 W J L< 0 zN M Z H U 0 0 El El El Z N co O � Z � N z � � Q V J LL � t` M to z c� o 4-1 C! V 0 wa u, J E t o N O, o w M M z o Z G L.L E E a o co w o 2g oLL > � Q� �o — �o E do S� �Z wo �z fo E <o 30y m� pM zO m 4J J mo mZ ¢w C ¢w 0< Iz go 3 wLL az W o _z o z as =3 To VM R a Q �O = y m 03 03 L r N o^ J N LL CM L) cv) 0 CN L Nn r O r M M m T Z Z E M d E U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 5 F 191 F-T—!V l,- 7 t 2x BLOCKING 2x BLOCKING SIM. @ CONNECTIONS TYP. @ CORNERS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:121-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 1 -49.57 1 -49.57 1 tGABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 CY16) or 1Y/32' EXP. 1 (33/16) TILE: 1%2' EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0 131 ") NAILS OR ASTM F1667 RSRS-04 (3" x 120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft 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. LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT/ 39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ _ _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (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 REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 R 2 PLY CARRIER — STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O} ---(A)� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' 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. xCONTLEDGER 1,5 E cco CD o Cz U CD+_j CICU O LL D co ICU SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV A SCALE: Y4"=1'-0" M N N N Q � o c sc ca e�+l N cc C= ._ m a, vacs m a> m -0 �. v m c 7 � N c c i 1� 11 K., ai,e,orfli�iri,e"7,..., udu.uui..r..,. i,iti",., 7- T_r r i 7 U M U ------------------- I I I I I I I II--(/ I \ / TVD y`�6' G U U U I U U TYP. j I U.N.O. I I � I I I I L------------------------------------I —(2) O TYP. @ HIP CORNERS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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 a=oft [4:12]-[12:12] / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99ROOF 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 7// 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: O SHINGLE: 3/6' EXP. 1 011e) orts/32" EXP. 1 (33,116) TILE: 75/2' EXP. 1 (3�/16) I r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=oft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT- F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d I SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS F11 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER —I (A)— x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV A SCALE: Y4"=1'-0" e+� CV G� 9 CV > w r� a �; M v c"s m _.n x c cc C= o r co N t d lrtl ,Q N a, C2_ d c Cu.� c.a d c m w Q� _ E � o a � a M cli C3 N 00 _o M 0 �q6 1%b LE � •P!o 00 YE77 -• 5TOF '!✓a S �a �°`r:@r'i999AL4ao To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N „ e W / � S N E O OM V Ro m wy i% (14 O # d : 0 a) W N L J In co (n LL N M J r r" � LLL W ° a Q �rNi0 w a Y Cj coLLii J Z rn O M O R W L O 8@ r m J m W "t LL U) 6 J Z G O w z N M Z U W U Z O ❑�❑ U Z N M O 00 z10 Z o Q � J N V) M v � 0 �CLL w� u 0LIJg ��.. U W J F— {" O L U t t z� ! v/ p N rn o � w M w ¢ o z 2 < L p zo y� zo Q UCIO o� z® oa H (O 0 �- 00 0 co °J ` �o w o wz t cn ro C <Z 0< o�Q w '0C oLL Z r>7 J U ,z z 3 a w go cn 3 a z qo a �z o < w �0 >0 ola aT�U O C O i > Lo Om d- ca c� L T' o Q �- x ° N f— m a--+ o Ln L M L M O CD N LO T Q O r E2_1 CM CD M cc z E M a) co a 0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.2 ---------------- F_. ) GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / .0 Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS +� ' r�• j ,r ; ••� � ••� �; • � �•• ; ��•� ; -�•� FORM &GROUT SOLID O i3O O O O 01 7 d }. U� 8F8-1B/1T 8F8-08/1T 8RF6-0B/1T O © •� o O• O 0 O Y J O O O O O #5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81716-113/1T 8F12-1B/1T O O © ° ° 8F20-0B/1 T O ® V' LINTEL DETAIL • �'..� 121 PF7__A,71I� fEr.1=1 SCALE = N.T.S. 4'-6" LL 81`441B/1T8F401B/1T 8RF400B/1T 81`321B/1T O 8'-8" LL 'LL TYPE DESIGNATION #SREBAR AT TOPALTERNATE F =FILLED WITH MIN. (1) REQ'D POWERS GROUT /U=UNFILLED a ° = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O d ° • REBAR @ BOTTOM d OF LINTEL CAVITY d M.U. REBAR AT TOP 0MI = d ° d MIN. (1) REQ'D 1-1/2" CLEAR F O 6 F 16- B/ 1 T U Q ° 4'-6" LL o ° d Z d 4 ° GROUT tNOMINAL.QUANTITY OF 5 REBAR AT - D ~ J mn w C.M.U. P. O WIDTH #5 REBAR AT ° O BOTTOM OF a ••• " TOP LINTEL CAVITY w C) O c~n '6 i ; 3 -8 LL NOMINAL -BOTTOM a e ti O ~ HEIGHT REINFORCING Q a 0 Co z 7.5/8"ACTUAL PROVIDED IN 0 LL w ,n 8" NOMINAL WIDTH LINTEL ¢ 5 REBAR AT BOTTOM (VARIES) uJ c~n n a AS INDICATED MATERIALS c precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cfig = 3psi 4. maximum 3/8" aggregate and 8" to to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 9'-0" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV A SCALE: %4"=1'-O" t+7 rCV +O C i%A Citz _o Q c" w o � c cflvC's C, �m LL N CX. Ca = VN V, Q CN Cc 3 _2! a) � CD CL t a) a) C, � � m = a?i CM E Cl x, C7 CV N 00 0 M C7 ``tsa>I��aer�E ,� • PC 3 /. NO A 13 STAI E C= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � tE S a q O 8 C, epu�rii !) p O N r # N O W p 9L 'r ® '5 000 N LL ii N ') ri 33pC ui a a Q C LL 5 a Y C� LLu 5 n zO O 13(� -u Z � Z O Y O o _ =; N 0 m W Q cca W t W U5 c� J Z of Z L mz<W ILCO 0 O W N F- Z O U ❑0❑ :s W M Q o Z m Q Q � J a r M l^%1' z a01 W 0 `o 4-1c/s w � JL 0 LIJ o qOG l/1 � W J E � S t 1 z® =p N C U) N 0 Q N 0 I� o w M M m G ON z z 4 c` -J LL E ¢ zo Zo >� E L) wz ❑a IU tt} Xo -O U o E Q co fa O L o� _ �ow� 0 , m O m J ym ¢w o� go W c`Q'n 0� w a oLL r3 x o w� ;o a r M v zla ° 3 0O a = L6 O °' m cc cc L r co N LO ^ o N Y U) V _J N co LO � `- O 0 00 o LO e- Q M f E CO M o ccT iri Z z E M cc a E 0 'a 5 U 0 c � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY I N 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A AND INCLUDE: DRAWING AND CALCULATIONS REACTIONS AND FLA. REG. PEA SHALLS BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. 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 OF100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 14. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185I A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: EWAI 3" 1 Y" %a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6, MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 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 718" 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O, ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oyerpota and mortar along the foundation perimeter must be removed be ore exterior soirtreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". 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. Cn cl-li 0 N C" CV ' cz o o us o m a+-E r cz L y � c R E 0 0- c M N 0 CV 00 0 CM 0 �,pj5:lbft;3��� �`�,� `�, L.0 ✓`Y, �s, o co r w m N o STA'T �}r °';y 41 i� *a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F 0 E S N Q O M U Np O N y/ C', O # Co to LL J Lu 04a w N �C> LL a ai Q c a Y mw� � rn ' J Z 0 Z 0 t o . o � p/ m y �'�N(O J Q a to N Z UU 2 M LLw U n H aN OU I a Y W v M � z7 N c•T o O z � N z o� Q N CD o - � A " W_ U -� O „ o (n cif Ln J H- E U o z< w M M y ¢ � Z wU_ E z p Zo w� of Zo aN zp 1� N �0 0o ":,o CC=� E �< -z z t$< a Qo �w � 0 Y o m� ~Oz C Y OD J -2 ¢ w �z o< go W in o wLL � z sF az J o ¢ '° v z¢ d 2 0 3 0 c 0 > LO N rn cm m (9 n' W L T N C LO ^ CrN '� J V^ J U m o LO +� LL O LL coUN LO C) N a� m (p �M 0 T o z z iri E M m a 0v a? 0 � ¢ Co c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN lfil I i r, o. IE111 I Is �LY,JLI.,II Wt f �'Wl;.l'l: ,. InW,.III!rl Ili � I- ------ I 1I i 1T--- J THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-l" 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** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O O O 5'-0" ¢ - STUB -OUT FOR 1'-0" o 0 0 GAS METER O o � U 9 F N � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 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 woodpanels 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 T + 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM llllll— rn w CC CC STD. 90° CONCONT. #5 BAR HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN f PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. • � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �"/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. 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 below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End I Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — •� is m 6 A 1 2' ROUND HOLE MAY 6 DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yi' An 16" joist - Span �) 12 1'-9' I'A " i' 0 1, 2". T-3" T-9' 2'-4"' 2'-11'" 3'-7. 4' Z' 4-9- 6-4- 16 T-a- T-T' 1' �,. 1, 2�" 1 7" 2-6'" 3'- ' 3-10" 4-9' 9-7" 6'-4.' 7 " 20 T-O" T-1" 1' Z" 1 2" 2'-0'" 3-W 4'-0'" 4-10" 6-11'" 6'-11" 7 -11'" 8'-11" 24 1'-()'' 1'_1." 1' T-3," 2°-5.. 3 7"" 4'-9 9-10"` 7"-2" 8'-4" 3 '° 10'-g NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc SIMPSC w/ (22) ' NAILS T 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• � a . • • ° FOUNDATION INFO ' a STEM FOUNDATION y \ _ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements Ll0.6 X Joist p `depth of I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN FINISH GRADE LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o LOCATION OF 0 SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION 4 d d 1='',I4lI�lIIIlIIIII_� � a, d PLUMBING LINE PVC OR SCH40 SLEEVE a -�-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r— PLUMBING LINE 4 a Co z • d • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 41 a dd a a 4 I=I I ICI P =1 11= d a d SEE FND. PLN. SIZE & REINF. e+rs c� r� en o N d� > W C O Q a = U_ � in 16 c= >- N 'C7 CV in d c ems" ca ' eu M GV 0 N 00 0 ,,,,'tets�st,sr, Mo °`•�(t ��P • . • •;• , .�\ ="\S�"E ✓N 5 tom" . j� ',✓ A `r I\I'v PE787 �;?• ,4A1� OFF gyp, '`.' ! �! � i � ..•- �L`9 ' �• 12111111"11, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 8 ES Q O N 8 N�p� p J # y Al0 � � °�° °,,' � u; LL N rq Z a --,� a z Z Z �CD 30o Q 0 Gm' m Lu 7NN (_O Q in26^l a 0 z W (i 113 LLO < U w N OU ❑❑❑ 0 8 z N z o � r< _ M N z C7 IWIIIIIIIIIIII 0 L Cn(D M , O w o _W, V) NMINC) W J i z� L ) y m N 0 o w MN Ch Q o SSz z z U_ E — 0. 00 U co E o< <� S� a- WZ ¢o m� 0 En— J OE ¢w � azz Z Jo W T C. az ' W J = H o (IIIIIIIIIII' M v d F zIa ° 3 L0 Orn m c7 ^' W r N 0 LO ^0 0N N tLO LL O Y 00 o r Q Cn ^ T E M cc :3v; z z E co a0 � _0 cc 0) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 II I� I- _T: tl i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTHCEILING BOARD PER CODE (OR 5/8" ' GYP. TYPE X @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF `TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ 5/8 OR 1/2' HIGH STRENGTH „ (U.N.O,) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 816" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE /-2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2 x S.P.F. (OR EQUAL) STUDS @ 16 O.C. U.N.O. SIMPSON SP2 w/ 2 x S.P,F. (OR EQUAL) STUDS @ 16 O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS —FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 21 PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR —PRE ENGINEERED WOOD APPLICABLE. �, 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN AND 12" O.C. FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� EDGES, @ @ HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS � @ `-'"° x 10" "J" BOLT @ 24" IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) `'' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE —MOISTURE BARRIER D ° A.F.F. O.C. 0R 5 10 WEDGE ANCHOR 2' x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 —SHINGLE ROOF, SHINGLES TO a _ @ 'C� x F OR FIBERMESH T WWF OR FIBERMESH INCLUDE THE WALL MEN S BE IN ACCORDANCE w/ ASTM �I I=I I=) I =I m . ' ' I I=III=I I �L- 4 ? 0 3 1/2" MIN. ww H 3 1/2" MIN. _ _ _ _ I ELEV. -0-3 1/2 , -III—I I —III I _ > D7158-CLASS G or H, or ASTM I=III=1 •II O '— D3161-CLASS F, IN T= ° — I - 2x4 CONT. A.F.F. _I I �-1 � I III=1 _ _ _ ACCORDANCE w/ TABLE III =1 1=III=I 1=III=1 I=III=I I �I I �I I �I I r o - p 6 . ' ° ° T(�� 13 1 /2"(min.)- 4" D b ° = 1=f f �r 1/2"(min.)- 4" R905.2.6.1, FLORIDA BUILDING '-III III=1 I {=I I=1 I I I �I I III I I r I I ' "' — — ° r=1T—J�_Ir 00 _ — — — CODE 7TH EDITION (2020) =1 I II I (I it i lI I I II I I II I) II I GARAGE DEPTH VARIES 31 /2"(min. - 4"=I — I I=� 31/2"(min.) - 4"=1T_I=1 I I --� LmTI I I_ RESIDENTIAL 8 I ( I � I� l I —I 1�j11=1 11=1 I I I l III =Ir I =ff r=I I 1�1=I I 11 I Tf=_1Tf ROOF SHEATHING - SEE I I— TI i —I I SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" T V.4" $ (2) #5 CONT. 4,; i ►�—III "'8„ FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLrc TYPICAL BEARING WALL @ STEP CC ELEV. VARIES41ilk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 f \-ALUMINUM DRIP EDGE co°�s ALUMINUM FASCIA L2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -SEE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. M SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. STUDS 2x @ 16" 0/C �M� s M o 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY CON BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 -8" C.M.U. TYPICAL SEE CC/S3 OR cv LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 BOLT INFO. 5/8"1 BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR -ARCHITECTURAL FINISH WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/41 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Ill a- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE d- CV IT 1Tf—i °° M D 6 MIL VAPOR T D I I=1 I T :- BARRIER III COMP. SOIL,I (COMPACTED TO 95% =I I I =III I= MODIFIED PROCTOR T I I I [T=TTT=1 I B ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14,E O.H.D. RECESS11iz -- �TI I � I . �d. •, 4„ • III T AE I F I SEE A/S3 OR J/S6 I I I Ili I, FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS Ki.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR —� TYP 2x P.T. PLATE ASSUMED FINISHED ,.. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE Z_ #3 #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL—__.D Z M p FINISH GRADE °O g 25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi] [ FOOTING MONO SHOWN FOR CLARITY O° 6 MIL VAPOR BARRIER I I? D ° °. — - I I=1 I I==I I =_ °° 14 R 1 7/8" - 1 TI—� j=�=. #5 REINFORCING BAR ffTl I11 II I I� 04i5 I AP .RPI Ir F= NOTE: I I II I �11II,,El *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM I r= I I=1 I I=I I=1Tf=I 11= =1 l D1557) I I I I I II I I I Ill l— FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ° #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS r°' .. a . • ° " 111=1 I � 11 60 , 1.4, — 111=WiLir1 SEE A/S3 OR J/1 , Ill — FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. P.T. 2x 'r 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT ♦ °' ` Q INTERIOR ♦ n A °. -3 1/2" v °' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ao E '-I I EzI M 6 MIL VAPOR BARRIER - -` 1L zzI ' = 11=1 I I�I II 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U A . � � T III —III w I_,IT_I=1I III ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX.FOR TRUSS SEE PLAN FOR �T- CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN � (2) HTS20 - FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. o SEE DETAIL 16/D1 FOR w LU COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM, PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 r o w SIZE AND REINFORCEMENT) r WWF OR F►BERMESH C-0 CO BRICK PAVERS or SLAB PER ° ° — — 0'-0" FIN. FLR.� COMMUNITY SPECS iooro � � rrrr�rrrrr o.�000. r r ,.•o,•o-o�•oo�• Ito] kh 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E -� T T o II II�II� .M. r (2) #5 CONT. =1 II I I,TJ I I, IF I I I, , , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 IWWF OR FIBERMESH SEE A/S3/J/S6 —` T T I'— 8„ FOR REINF. INFO. 1 l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS as S.G.D. / M SCALE, 3/4"=1'-0" � S3 MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL .^ EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE M w z = • w O • • • • _ z Uj Q LL � Cl) Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S�3_ r7 CII C= N cn c�a o :0 � W C CN Co 'C X N tD ® i N Q 1C Q d N Y 3 � d E cz R T C E o. ti M C'V 0 CV 0 M O t`lAB1l:EP��o 0d� Lcz 1Aik • k �� E I• R�lo 47 0 •� a� J il • �} -0. STAfE ``lF ;_, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W E N Q O N No v N. 6 J ® .� '6 O �' a- d cYNi a J LL LL: � Lu t9 o i O z Z m- t ca v p 0 o W G N (O m 0 W o2- d -' m � °' °' r WW1 J W Cl) Z 00 O ~ V N � < aoo Z W z N (o - o z N Q � a a_ cn z c O W g N Cv N U W J - t 8 I ! z o �+ UIN N o CIDw z U_ E E o Co U z o go pLL ,m QN za oa rd g �° - O E q o o Q 0 �z ,- C p J 7 Q p m O 0Z LL m J ¢ 10m <w 1 z � 8., go W c8 �• 3: m oLL ao az m w r� M � oQ d � O�3 �0 0 = m > U—) N L.L m N r CO N00 o Ln ^ Y 0 N L O ate-+ L O M 4 M O m N Ln r O Q T M E (0 c j T 0 Z m z D iii E M M a U _ Q 0 3 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) - -- I Ill '� �� T—, I _ -- --- _�_ I I a It I i i It, M I i ui i,r. w 1". , 1 11� ri, i I 3 S w M r` Of a 0 cn• 0 M N J to N 0 I N 0 0 C L 3 a M 0 a E E 0 0 C Cn U 0 0 �I U 0 a i a .s O U J tz 0 0 00 0 a 0 r 45 0 w Cr Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN BOTTOM PLATE W/(1) 10d @ 8" VARIES\_2x O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri_"� SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F, STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1 Od NAILS CRICKET AS REQUIRED --\ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT/I — 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE 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. TO DRAIN � 1 EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. Sq' 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD — DOOR OPENING DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T)�P.) ElO/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 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 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C, MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B • L MAIN SPAN TRUSS UPLOIFTCONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a e °o o d d d a g" STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J li f o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE r8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" - 3 1/2"- SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. e a e BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR AB.SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 1Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ IA16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 2X8'P.T. BOTTOM PLATE TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U v? a T `n 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P,A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /— 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 1Od NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES ° E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD tj SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. t�\R N 0 N � v �C— �C-DN -- � = >G "- 0- N fd p a N '—, > 01 o _ a cc L ' c o � � T a N a- s fC a L M CV O N 0 M O F". n , i -t ` 0 F C, '>� ea t,ajl xsss°sa : o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H .. 1-O Q 0 o l N U N v 5 U) �/ N N 07 � rn C J ii O > LO QO N tL N M U) N o a a w o Q dj c 't w - C� I o Y (' 13 JU 'i 9) Z Z O r mo o IX E 'N N� m ul C) W_ in�O?°' z L co 00 N Z � O F a o d 000 W CD N th � O Z C N z o cl-r Nn z Q)CD o t p Uj C) ,^ V / N �flu W g N c� Lr., map — 8 _" U o � Q • N I� o w M M z O � < U E zo I za E 0 w �_ (6 a E Q 00 < paz coo C a5 � az ¢O ire co c 6 ¢2 0< O U m0 of Z m J(v m ¢ w a oCl zz a o W CID a LL z 00 C+41 =IQ d H o � 0 0 m m 0 L T =) LO Q N Y o O N (n U �' N m O 1 �1 / �--+ �..� �--+ O Y W M O LO 1-^ Q C)N T M E O j o m c o T Z z CM 0 ca m E 'a 75 °�' a 0 _j ¢ 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 rn 3 W M i _ a r") cc 0 O LO N J 5; N 0 v cn� O rn C Q r4 0 a E 12 0 L C J r7 a` U 0 O UI U N 0 a a 0 �o 0 IV tZ 00 0 5i v 0 0 N 0 0 W 1=- c=a Q m -n v SIMPSON HGAM1l W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8-0 0/C EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (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 SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Old & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS ly- NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i' f DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE i �� 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 11,11 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF, ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8' 'J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 0 (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. SJ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP r "' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION "' SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOODTRUSSES `D 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 7 (r r +t 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL FIRST 4 R () 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 51/2" 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 AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SCJ REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 'CJACKTRUSS SEE PLAN FOR "CONNECTION F THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL I LL= EXT. WALL CON N. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SJ 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Old TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W 7 a BRACING w/ (3)1Old x 3" AT I = •\- EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" IIL" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. INS 1111 2 ~ NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @48"O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L"BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `- MINIMUM (2) 16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS —I.VIV I . DCh1Ri1VU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N � N -a > W a1 cc,gym; N cc O a- y — N t �� � NCD CD s as cc 3 y, 9 � 6/7 fl- Cc Cc L>- U M N O 2V 0 h•' ,9 75 e '1-ij; STE OF ��rM 11 Iwo` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. s 1 W W Q p O U N co V _t v N 6D) O W N # LL M c% n Z Z Z boo @�M o Mo o N N (O . j G co Z o !:9Z _ UM N H I O V ❑❑❑ W CD Z N O — � o z Z � Q J N c) un Z CD o u- a--r CIO (10 W .CC-. ij— O o LU V) iv �M co W J E v o N Co 0 re N - I� o w r■ M w ¢ z 11 Q z o » 0 E (> �� Z© ❑ a F- IQ CL p E n O ¢ 00 O � O ao <a�J °z 3 q pY m� r OFU z N m Q W 5 3:m G 1Z Z 5 z W cn T p H r NW s , dLL F J �O z C7 F w¢ a0 � Ala a 0 c O = >LO �• N N V (D L T Q N o N '^ L J �J J m Ln O LL.i...+ O Y 00 O Cfl '0 CIDN m M M E Cp (j c .. o iri Z z E coco E o io CU a) a (� _j ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD 2nd FLOOR W. BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB I I I EXPOSUREI I x II SHEATHING xl PROVIDE II II BLOCKING AS REQUIRED PER D w O SECTION X-X IF II II LU _1 NOT FULL = o EIGHTI HSHEET- C II II o = I II II _j G FLOOR SYST M (2)- 2x TOP PLATE �l BEYOND I F T _T II 15/32"F OSB EXPO XPOSUREI F SHEATHING II II II I Lu SOLID 2x ALL o III III II II II I SHEATHINGBLOCKING EDGES (SEE III OPENING SECTION X-X ui CL III III x II II II II x E _ 2x STUDS Lu III I III II II II BEYOND. SEE PLAN o III I I I II I II I II II I I O II Ll_ I1L_LJ1-II A 2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 3/8" S„ - NA @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACIN FOR ADDITIONAL INFORMATION. I c 3/4" 7r,S1/2" SINGLE NAIL EDGE SPACING I DOUBLE NAIL EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANY8". ? O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w ^ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n V E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J O w/ 8d COMMON NAIL o - O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER O L> ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q a:I-OOv� u~j O0 F m LL CO @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL u- F- ? N W MEMBER IF GABLE END LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4#2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND SPFTURNED VERTICAL w/7/16" FLITCH PLATE TOw/(2) 12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1Od NAILS TO TOENAILS EA. END. NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW PLATE TO VERTICAL w/ (4) 8d NAILS 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2) 10d @ 6" O.C. FLOOR SYSTEM VERTICAL BLOCKING 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATION— ROOF SHEATHING SEE NOTES: * USE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO & NAILING SCHED. CHART ON FLOOR @24"O.C. BOTTOM OF RIM S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" ONLY. 1 (6)1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY ram/ NAILS OR DRYWALL SCREWS 7" O/C ATTACHED WALL SHEATHING TO I . JOIST AT EASTUD WALL PER STRAP SF�A p0 CEILING & 8" O/C WALLS TOP PLATE W/ 8d 4" WOOD TO MASONRY Cgti ROWS NAILS 1/2" GYP WB (2) @ O.C., 2 ROWS S E @ 12" 0/C EACH DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS 2ND FLOOR FRAME CONNECTIONSTAGGERED E CONNECTION W/ MSTAM36 rLL FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/(1) SIMPSON SP2TYP. @ 1x2 NAILER STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CSC JV 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS T_ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LAYER 1/8"THICK. _j = 10d NAILS @ • INTERIOR HEADER: COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 1 2x SILL PLATE W: 2 BOX HEADER ( ) 8" 0/C TYP. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN �V ONLY DOUBLE 2x 12d TOENAILS 12 • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 2X STUDS TYP. HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS BARRIER d 2x4 RIBBONS F-I'T pp F FLOOR TRUSS / OPENING2" x 4" WALL 2" x 6" WALL STUDS JACKS STUDS STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" �N/N O'4 BEAM SIZE EA END EA END EA END EA END SIMPSON GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" Q DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP 1'4' (1) (2) (1) (2) (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) _41i_ 4'-9' (2) 3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) 3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED �� TYPICAL T" AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL ARCHITECTURAL FINISH SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" S6 S6 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c .—d.—- CV° d 6'A I I-1 I I —I I I I I I 6x6 W1.4xW1.4 I I —I I1=-�--1 I I —I I I —I I I WWF OR FIBERMESH I ITS 111 I II 111 111111 II III —III III d '.' '. a°, °. °' , a° (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M UJ 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE1. ao @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH .1 i1 l r 1 ' I ,I I1, I tI l Il 11 I 111 l'I I \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR " (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS °O SEE FRAMING WEEP SCREED C) z PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I END WALL W/ (2)10dx3" @ EA. I 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" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH --1WO d 4. ° 'T_IT I I111i= . •.e .. . d ' — —III_= '� IHI I r II—' I I ITI ITI I I� I I—I-�I I I —III. (3) #5 CONT. ON 3" r,711 —I I i 8" 1 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4'=1'-0" S6 ADDITIONAL SLAB INFORMATION 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH _._ ` _ .. a �� •�.� \ rid ' d . a M -III—I I I_I I I —I I ° \° d ° III-1 I —I I II d d IIIIII �IIIIIIIII 4 , II I IIIII (3) # 5 REBAR ON 3" CHAIR 4" '1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 0 I— 00 IIII� ' ;9 i @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. eh N O C" Chi � 0 �e� On ci On Cc mCii ® x An t0Cn R a Cn -a CV 'cv14 Q � CU 'E.�� a, C) ca m cc y t2 c � ev 9 ci u C'7 CV O CV O ,�C6>w,OtifB�ppJ O L L. ��� a VC 750 ::� •. •' dr`f`r�t'iltt00b�°� To the best of the Engine s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E N_ W a C) M S n V C.,N 6)O C J N "o J ® N ik LL ni �cliiv� u a a a J iL a z z z 0= 3: 0 Z M Crn t a o O ob LU Y m O W O'@cy_o q U)�6jO' z L0 CO¢ox Z ILW �n N U (.0 1- Vy O U ❑❑❑ iW M � z a g Z N Z o < N M N z a C� Cz o 4-1 � 0 w m 0 w o N C U o N 401 � o co z w M M Z Q p>5 Z Z Q I t C6 E Z o O > N QN Q p E U wzCCU ❑a H (p CL 2° oo 6 tF C) OQ <o o ww �J E w m0 o m J oo Caw 3 CC3 ¢ o� Z z T 9 o� a0 v w W o m <o O �O M <F 'O d 7 V N 0 � c 0 CD LO O V cc 0 r NC Ln ^ O-0 0N C/ J N m O M M o Ln -Q N O co z m E T z E Mtn ICU a E c0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) F - T-1 1 1 I r - - -- -- - 1 1, 1 1-)1,I b 11'111 lubiliflia Ali,.L w,1L,.IA ,i 1!1D,dli: Ili 1T — -I i I 3 w Co M i x O 0 0 -0 Q L0 04 N J N 0 I rn i Cr 0 -0 i m C H r� 0 E v E 0 0 Cn ti 4 0 0 UI i i C' 0 v 01 N t� M 0 0 0- r4 CV 0 0 Cn Q m a� v SCALE: ?= 1'-0" MALL NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) f NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED I 2x I DRAFTS P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCO 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS L AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2' = 1'-0" —A 1-1 ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT %RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS) NAI� i (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ( SIDE) TO BOTTOM EDGE OF 2x12 ( STRINGER -2x4 DRAFT RISER AND TREAD / STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i --2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C ' tCONC. DE MOISTURE \ CTION LZATTACHTS / " X" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIRTO CONC. W/ 4' X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / TOP OF I \ STRINGER � TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH I I STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 STRINGER ----'Ix \ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT D NAILED TO FLOOR WITH GLUE (14) 1d x 1 1/2" W/ SIMPSON H3 — STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER 0 SLUED NAILED SECTION D-D -3/4 PLYWOOD ON DECK ---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---`� AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" I 3/4 PLYWO( ON DECK 2x4 SYP H FOR STRAP 2 4CKING \ x8 SYP G (SIMPSON MTS12 w/ AND NAILI (14) 10d x 1 1/2" \ / FRAMING NAILS) 2x4 DRAFT / \ � W I STOP DRAFTS P 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS x4 GLUED AND NAILED TO STRINGER i \ / 10R DRYWALL SPACING -- H E SECTION VIEW _ SCALE: 4" = 1'-0" 2x4 BLOCKIN C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT V / I (2) LAYER a' EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE:' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H / 2X STRING�R 2X B/OCKING PSON MTS J2 w/ ' 10d x 1 1/2" AILS 3 / D D OR 2X BLOCKING 3 RISL5e ECTIO N VIEW "H" SCALE: 1" = 1'-0" C" cs c CV C" cV c c Ck: a .- Q > w c cc c� c'Z - .amzt .r c U-• n N 2 N � O ftl a� d ai v a i Cv Rdd� c = ca c � co ca � M N 0 N 00 0 M 0.1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W c Q O O U N 7 Cc: 0 LL� M � rNi 0 � w a a Q c 4 � a J LL-LL z � Z o N V 0 a 0 M p m ]'ENO J Q i ��&z W Z M Z O =- N L) d ooa W C N M -�o N z o � a � r U) t� z vCD Uj U 0 L-U N Q) M. �N U) in t a W J - � = L i I z� Q '5 N c� o ¢ N � 0 Jz M z Z U- �E oo<� E O wz oa 12 tB — 0o 0 Co E 0` d0 o � �z co f0 a n m 0 0 m m <� 1LL- aw 0 3 0� zz o W C o o Q0 a z �w m az o w< }o v 0< °3 0 0 > L6 Q ai rn m m 0 � r co = N o Q 6 Y o N U) J m N +-+ O LO o Y o CO cm N mO LO r o CN r co o E ca c =3r c z z E M cn cc c a E U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST - - - - � �.I - - -� - - - - � - I I i A i L,r�.i��:.,..ii;i.Fi..i-lii.�•,L-.��m i-�w�:m��iira��u;:�a �.� iui�;[. ��,�;tn�... i_i,: i. r- x w rn r` i CIO a r7 1.0 0 0 LO LO J N 0 M ar v V) 0 Q a KJ 0 i d E 0 0 C J C v LZ 0 U E!0 UI U .0 i 0 16 U 9 LZ M 0 0 00 0 CL 0 r- r, 0 w Q CIO 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER t/-, 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN.APPROVAL FOR CONN. 1x4 P.T. 1x4 E FURRING 3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16" 0 FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. iX8 PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT (c� OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ c \ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-" 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK T-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) it 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX.8 FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK +5A NOTCH WEB AT LL-FIRST 2 COURS ...... ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS _.) J GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 30, PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF F MORTAR IN BED JOINT. 0 OR E J01 DO NOT FURROW. SEALANT S D T r 11T PRE P REINFORCING SS PANEL EINFORC NG INTO PLACE. C - - 6 MIN. LAP SPLICE W/ D III I COVER PANEL REINFORCING IT R F F ORC G WITH UPPER HALF 0 MORTAR BED AND TROWEL REINFORCING PANEL - - I I IT- III T SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT o GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D °' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c�i ° P REMAIN FREE OF MORTAR. NOTE: " z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN iR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--L-AF--I- CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 10 *TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) V/-- 1G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2kO + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 4 * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. Q`NGTN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS 144 + REQUIRED TO + + + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS QFF QNFFT n9 amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 n 3 MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3- - , Z O U) 2 U_ O W U Q B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT n d: FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. d' OVERHAN y a a: d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0" 51-0" SH SCALE: N.T.S. o . 1*1 Y #5 BAR CENTERED W/ oC 9 H �° ° o IN TOP a KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING f .a s ° SIZE AND REINF. PER PLAN - °. . AND SECTION DETAILS CLEAN FILL J .o A. DIRT Z A. ° STANDARD CD90° HOOK N #5 BAR IN FILLED CELL, � 6 STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT -1 LLiu EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e•a N 0 N N < 0 0 L =n ccCJ1� o=X N M cm N 'ELF dv=� v o u d i � C Q-� N c E a v M N O N co 0 M o °ti9A �s LEtv'��e e a i i n '� sr P rd o 0 � •` -, 0 (=i t, ,,• t �P ,,fie +�•=dy5e+ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flo da 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. IN 4 E S N M V O N t1D a 0 S ID 00N LL InU:31 w w N a o_ 0_ 6M � w C_j 3aRz - t9 0 —ern 5 O Z L N gO 0 0 r� o '�N(O m W 0 W r rn ¢ F_ z z' co d 0 w � (+') Z V (� H N Z o U ❑❑❑ to M co z N co b � 2 CV � o � J V) N M z c� o c13 w ° U O—� w o tl�6 �Ln 'n v C LU co •.. W j ) m � 0 � W 9 M J � z 4 o =o >m co row �o a E co r o o z �_ L <o fly M c_ e ¢ o 1 W E 0)0 Ono >O�Z M a ai zZ Z go a m aE az �3 = H o <, ;o IIIIIIIIIIIII' e7 v a = 01 zla e0 0 = 12 > LO C) d' ca m L. T N o LO Q-3 O N (n o >, N m L0 a--+ o � � O Y M CO CO ca m CD L.n r Q r co^ r CM C4 ce) 0 E T' w Z M" cc E 2 d U J Q Q J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SS _ r i I I 1 J_ I ... Ai . II.,1 ,l� I I.TifliPl I III i',,.l.L.J I�I,JIXLIVi�71,IIw IILlutlel,l,-.i..i�m-d, a:,�_ irf�� --r CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. 4-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS WOOD POST. SEE FLR __T PLAN FOR SIZE &BASE CONNECTION SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM FOUNDATION PLAN EXCEEDS 30" GRADE SHEAR TRANSFER HIP ES00 KEXTERIOR. WALL G.T • _ r r7 SCALE: N.T.S. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE MASONRY KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE 1 w/(1)#5CONT . FILLED CELL SPAN MAX 6-8" Ak MAX 3 COURSE WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN I INFO CMU BASE W/ (1) #5 VERTICAL EACH CORNER FILLED I 1 SOLID. SEE ELEV. 1 1 I 1 FOR BASE SIZE (3) #5's EA. WAY j j 1 1 — — -----bo Ole SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN c (2) #5's CONT T&B w/ - =' Z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ BLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" A -A ALTERNATE BLOCKING SIMPSON LSTA18 ----------� w/(12)10dNAILS SIMPSONHUC410w/(14) r----------� SEE PLAN FOR CANT. CENTERED AT I I I I I DETAIL INTERIOR BEARING @ SPLIT TO TIE I BEAMS TOGETHER I I I I I 16dINTQHEADER&(6) 10d INTO BEAM -SEE I I I ROOF PLAN FOR MORE I IYI 11 1 lyl I 3 I INFO SCALE: N.T.S. I I I I t WOOD TRUSS SEE FLOOR PLAN FOR 1i APROVIDE BLOCKING AT ALL TRUSS BEARING I SEE FLOOR PLAN i COLUMN SIZE & BASE I CONNECTION INFO I I I ( 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN TYP. WOOD TRUSS SUPPORT WHERE TRUSS DEPTH EXCEEDS BLOCKING DETAIL FOR COLUMN SIZE I L___ I I I I _ _ INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. — — -- I--- — ----J �---- 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — ----- SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION ON OPTION B CONNECTION INFO OPTION C /� SCHEDULD/PLANM PORCH SLAB SEE EXTEND FOUNDATION PLAN C_ SLAB 1 1/2" CONT. T&B (2) #5's w/ #3 STIRRUPS AT 4'-0" - WHEN DEPTH -. EXCEEDS 30" GRADE 04 V-4" PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2 a. �- - - Uj 4" Z W Q- PORCH SLAB �SEE �- cL FOUNDATION PLAN Iw (2) #5's CONT. T&B U � EE w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 1 7 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - xx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. >< i- -- - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT_ �a SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OF BEAM I I I SEE PLAN FOR CANT. IF INDICATED O 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 %2' CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO, IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN a d. a `- Z N — r � SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. BUSS/ OP WAI EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR )/2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 4.. ° MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO 21 COMMON BM. TO POST ATTACHMENT_ �a SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OF BEAM I I I SEE PLAN FOR CANT. IF INDICATED O 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 %2' CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO, IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN a d. a `- Z N — r � SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. BUSS/ OP WAI EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR )/2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 4.. ° MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO 21 0 cv cc C-7 C14 rd � I- CU - p9 w � E = Q:.-17 v3:cc C Cc n M 0 C•V 0 . LEV,',,'t�°r o �. , Poo F'E787a0 a �.:�• �.>. '",,•ter `O o:..ma� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. oQE So cq N (a 00 0 •5 �; W N w to co r- F'L -0Cq J c] I-Y� u- J LL Z o —ern p0 L 9,8 S Q (6 N CO fl] Lu J Q r z w N ch Z G H U z 0 ❑oo W N 0 o0 2 o r_ M C5 G o a--+ fL5 0 w o NL,f N <i06 � r l.l.J J I 4 a ".. U o q 'j, Q N m S M z Z 4 S Z Z < CU - O < N fl- p Iv v w z o o ca Uo o< a E C.0 o aQ = Z t �n '7 94 O.0 w '0 ZZ F <� �Z 3 C, go az MIN a w= wa 0 ;o a 7 oIQ ° � ,oO = > 1.() 0 rn M c� � r co :3N LO o U 0 CV m LO O ♦''",, Q CO U_ M O (0 C14 N L0 Ir— O Q ^ T (M CD M -E z @ r Z M 2 U a 0 Q p JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D 1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTEREC ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). (2)- 12d TOENAILS 2x4 TO TRUSS TOP EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE jr L0 o �S B G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. o 2 x 4 #2 SPF STUDS C o AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" �.i 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H S C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 2 x 4 #2 SPF STUDS B O INTERIOR HEADER O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 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 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAiLS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A- LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. _= FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a@ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1!2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () °� EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL -- (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 114" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE — NAILING AREA (TYP.) �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER I � (BLOCK SOLID) 1 SEE PLAN FOR COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C gTF�B � rOA PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 3 TOP SPLICE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" — O.C. TYP T & B (2) 2 x #2 / �I SYP U.N.O. 2xCONT. T&B 2x CRIPPLES TO MATCHJACK STUDS BELOW i (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT l TOP AND SIMPSON SP1 w/ (10) 10d 0 oou NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 1.��.0 G�o ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END rn (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. e� N N = cv ©' cc® W S CV N C CO CV 3= W C., = w = � C, co i CU = O *✓ E o ii u CD M N O N 0 M O 37 6 °f G f . �, h"I f� iJ t I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E N J 1 � 0i S ® _. W N # u LL H fn� rW W � ON, v a - c LL W z ,a V J 0 Z L @ O 7� N(p Q ¢ J 10m W J W Z L N z Q L) 2 M ILW �n Cy U fn F— OU ❑❑❑ Z w M M z Nco og z N z o � � 4 � M WN to z `o +� Y 0— D Ou, s Lo U � z— s U o °� c 0 • -® N o co'� J -Z w M ¢ Z 1 L _ cdE W Z o C ° Wz<� oa Co r— rt3 o E� o o g, CO o 'o a= ao -Z �w S— ro C!J C ¢ o z3Y �mQw m g o0 m� n I`- w 5 0 W c 3 m o0 Qo �W =- _ M W ¢ w 2 O 01 �O 0 = N > LO O m cc 0 CO C10 =3 N oLO ^ 6 U J N 0- m a--+ L0 }, L O _�c C)(0 cU N m C)T 0) � Q N r n M m r Z z E M E .j a? a 0 a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 7 J,I„:fI -- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^' "' WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT S 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° ° MASONRY WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. DO NO- BOTTO SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 %SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING: v \ e 1 (D 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING I "J EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW ".. SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4' PER PLAN V-0" PER PLAN a SHOWER SEAT a SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W Cn m DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703°2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELFADHEREDFLASHING, ! �� (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 EXTEND AMINIMUM 6" READ ADHESIVE LEASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1 <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2°At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water R st t Barrier 7.7.At built-in Clutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 � I I I I I I I z� aa PLASTER STOP = W CONTINUOUS BACKER C3 U ROD & SEALANT W W Q � W �° A a FOUNDATION WEEP SCREED {I -STRIP OF SAF k-DRAINAGE PLANE WRB BOND BREAK WRB ' SF LATH }- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER esl an Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING, 'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal ,;..,•'' lathe in accordance x' with ASTMC1063 Building Paper 7/16" O.S.B. sheathing ,. Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cl-7 Cl-i G CV c f77 • N as a > UJ 0 M ca o a� a�•3� '} CID N d- c E M N O CV 0 O rV0 ; &? a _ •L. :.� a"\ \UCl o, (l'° ° •r,lh� mo •'fr+°37iiifl6°a�S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d' E S N N N NO 5,� n qk t W y - , 0 N 7u) (n o u-Ww d a Q �mv w c a Y J U LL �o Z W cID fNQ i W IL Cl) J z co 0 o w N m 0 W H Q V o v ❑p❑ W o g QN Z o Q J a � N M z N �1 l T C9 0 c/3 LL (>3 w U O Lu o Oft V) C N U F- J E �s I �® U o y c u) Q No IIII� o M M 4 o w Z ce E zo oo >m QI co m o XO oo �U o O c:1 co to a� Qz o Wz L o� � cn C O m� J �SY p U �m<w o� Z r _ F ° �z 3 o< Qo W cn o �LL a �w �O w �o a0 �Q ° c Q 0 2 0 L0 > 0� O a; m m m 0 nW, L T :3N o LO N N CIO�, +� O 4-1 O LL Y N m LL T Q � � T E M r M c T Z Z E CMcc a E U J Q J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets f,10 Gauge� +V2'x 4-112'x 2-1 Z' See Anchor Schi Belts 1/2" Dia. A325 Gaiv. JyW OIL #14Self-Drillirg 5crews A A/C LiNt aotturn Ed9c /C U, ,C I, (Typica[ 3inf nnt) Front Cross Support ( I" . C May be cut tow Left Bracket (16 Gauge) #14 Self -Drilling ScrewsThru Brackets 8 fiackCross Support into AIC Unit Bottom Side (TypicaL 3 each side for hurricane use) Washers / Sell -Locking Nuts T _*­f" --urn., - -or _� H�_­tur aram =ptokend -W- Dutntruing "n neartion fi*,sdi0V*1 back Cross Support (May be cut to W� Right Bracket (16Galuge) Florida Departmerrt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or 1 Cod. Entity or Did. Data Dank!".ndino _T oft. TY06 Version Manufacturer contact Varna. 4, License validated IRV validated 3,1xim tied FBC Approwl Approve $I*"$ Affirmation 202a Smart Vent products. me Michael Gash.ra H.rmaa F. Norer. P E. Lack. Boomem P.E 12110020 12,!28J2,020 Approved cadegory: Structural Components (577) 441-0368 PE-757T� (334) 3011-1= subcategory: Prodicus Introduced- Result of Infoesmartyentem N­ Tacha.lgy, 0arnpli- Method, E�J..hcn Report to. a Florida Registerind Avchdoci cra Licensed Florida I'Lol5WAS lonodueb, F7of-icural Engineer Quality Asswance Antaineirelf"u., Approved for Visa, IMDa.1 Design a-- Product Dascriation 'inathat bell. In HVHZ Outside livilz R,,ht,nt Pro -ma I 1 #154 510 DualFunction Flood and Ventilation Vent 1"t 12023 yas Y.. NiA .100�100 2 Sm Wan! Mods, 91 540�51 1 Du.]F.rafica FloodardWntilatl-Vent 12/3112023 Y.� Y. WA -100kiDO 3 Sm:rtVen Moda #1540-520 V nt 12031U2023 yes yes WA 101-'I DI 4 Smenv-1M d.1#11140-521 n:u:aodFld .:ad FI.Ww Von' 1213 �2123 Y.a ymt WA :,I 00. do 5 Sm.rtV.n M=#1d40-524 16&qud; Garage Doo, Flood Vart 1 2/3112C23 Y., �.% WA N/A 6 SmuirtVlt Mode! #1541" 57, W..dWM Jn:..1ated Flood vent 121311n023 yes ye: NIA -100�90 I SinartVart ..do #1540.5-74 14,5&q..t:G gaO.crFl..dV.nk 12/31/2C23 yas ye NIA NIA Florida Department of Businew & Professional Regulation Building Codes and Standards Product Approval Application Detail paeh� 1 V1 li14,2021 Code Ently or Data Data Data Nindlity Dole T'no Waralon M-picturear C_Wt Saginaw Le.ma. yajidaded M VoCulthrol Submitted W A,,,vl Apannini Ztah,, R.vstoin 2020 Drexel Metal, Inc. Jos-Shurrate Zachary R PIlear Looks Ba.ydo RE 05,1012am 0841912020 C&201?020 10113/2020 Approved Cal.g.und Feeling i5021303-1511 PF_74021 (3341300-1800 Subcategory: Metal posting i�humote@dmx�.com Cournpilance Method: Evaluation Report ftom a Florida R.gl�nrnnd A�hih..k or. Licensed Florida Pref-ional Engineer FL*17110`11-1318 Products QUallryAssiourance Approved for Use AwrQye;i for Use Imput Design sea 0 ot Number or Me Zn Product WoOrIpIlori Coltral" on Date In HMHZ outorlds, HVHZ Resstand Pressu I Dre M al Flo print sy,tarmi DNC 10ONS, DMQ 15068, UNIC 175S. OMC 2008, 11=1 Y_ No NIA '01-lac ,NG5v Florida Department of Business & Professional Regulation Buflding Codez and Standards Product Approval Application Detail page - '. I 31&2" Code wity or am- Val. Me pounding 299 TI.. V-i.n M-flitchurtar untact Oratirser & License Vaidatnid 8, volidatoil sultanittrxj FOC A,a,-,l Abourpead suft- R-Wer 2020 Thernine-Ttv Corporation Steve jasper- Lyndon F_ Schmidt P.E_ Ryan J. KJag. P. E. 04115t2021 iwi�2020 34R?)2(321 osloam2i Appr-d Category: Ext,ri.r Do- =0843-7628 RE-43409 t613)78T-6556 3ubcalegory: ftingng Eflerlor Door Assemblies njospersoflil2ttentrainud C.orpl'ante Marred: Evaluation Report from a on ,I ends Regit-olAnkit.d or a Lo-oul Farld. Professional Endneor F1,020468-Ri pinod-t. 0,alfte Assurance Aruentin"d for Use Aporm,ed far Use tm-t D..I,n sag a Number ., Narn Prad,;d D ... ipflo Cquotras Cone in HWZ Waldo HVH Resistant Pines- 1 and S-th-Ser Nominal 6039:8 Iouotlpnpact4qucr� opaque 1=n No yea Yes NfA Composite Edge Fithergim, Shgt. Door (InsMing(Outowling Xosinfiguration) 2 th, Th-n-Tru Fiber-Clsaic and enecta-Ser Nornmit 6&#39;8 8,quotlanpctaquat: Opaque 12/31fZ0215 No ymi yes NIA C p eak. Edge Fb.r4.., Single Door eith S:HteCs) onwIngfciuts,�Irg: XO. OX or QXO acmlig-fl. ) 3 c. Therra-Tru Fiber -Classic arid &mdoth-Star Nominal 6039:8 8quotImpact8quot: Opaque 12131�20213 No yes yen NIA 4 0. Theam.-Ir. Irld-Clonsin and 8-th-St., 5 e. The-Tru Fo.,Cl.,ac and! s.deth-St., 6 1. Thermi Fibe-01wic and Smoculh-Ster I g. Thearre-Tru Fibar-Clse, ­d Smeoffi-Star 8 h- The-J,u Flider-Cl-ie ad Srnoculh-61u, 9 1 Theri FlIber-Clasec and Smicolln-Star 10 1 Th.--TIu Fib.r-Cl.n,ic and Sm.elft-Se, 11 1. Therma-Tru Rber-Chresd and Smooth -Star 12 1. The-.,T,u Hb-Cl-ic and smoota-SW 13 n,. Tb.-.-TIu Flu-Clsoc and Ginoth-U. 14 n. T,-Tru Pilb-Cl,isic and Smooth-Sta, 15 a. Therma-Tru Fbat-Olioise and Smooth-Ster 16 p. 'na.-Tre Fle-Chslie nod Stnooth-Sal 17 q. 71heirma-Im Fbor-Classic and Smooth -Star CompmIts Edge Fiterglass Double Door with or "�hrian Siddlit. (hi-Ingnoulsyning Xx orOXX0 od,fla-upin a) Nominal 8&#59:0 &.quctJmo..I&q..� O,sq.. Conripeene Edge Fibtrglasis"le Door X-figinati.ro Nominal 8&#39;0 &quWJmpect&qUct Opaque Comp,"Ift Edg, Fiberglass single Ddorwlth XO, OX.r OXO Nominal 8&439:0 S,.qunt;Impac1i Opaque Composite Edg. Fib,rgl-s Double D­Ah or wth out Sidelitso (1-inglOuntoodng: XX or OXXO configor.ti" I Ncrntn.[ 5&#39;8 &cpatAmpoctliquot Glazed Composite Edge Rbereleas single Mo. (InAving(Outswing: X centgovion) Nomad 6&#39:8 adetianacelLquot Glued Comodaite Edge Rberoasssagle Doorvkh Sid.lith, s�,IraswngOutiulng: XO, OXor OXO bdrlgu�. no! Nominal 68#39,*6 ",mintroact&q.01: Glued Composite Edge 1111,gi,ss Double Docriettin or �lltlhci.t Sidalit.s In-Ingiout-irg, XX or OXXO "tiguations) Norninal a&#38.0 acluoOmproMquot; Glazed Composite Edge Fiberglass Single Door (InsivinglOdIsNing: X rom5guratfor) NcmI,.I 8&#30:0 &q-Unnionoinkluct: Glazed Ccmpo to Edge Fiberglass single DoerVith Starlets) inswinglOQswing: XD. DX or OX0 ­111-1jims, 11-1,.l a8#38;Q &q..t;Impact&Wet Gl-d C,ornp. it. Edge Fliburgi- Double 0-ith or an V.1th but aideliteS (Iminmg�OutaVlng: XXor =00 derfigmirations) Nomiral Glued Mdld�d Op. Cornposft. Edge Rberges, Srgla Door X -flgenuicto h-Iral 64#39;8 &q.ct;lmpont&.qut. Ginai Mold it Open Comp-aln, Edga Hbanql:;� Single c' Door ith Glimed Molded Open Sid.14 �lmenngfoutsvrg; X0, OX or OXO onitgundier') Nominal 69#39:8 &q..u;lrrapu.t"ot GI .. it Melded Open C,mpo,ile Ec,. Fib"lea. Double Door vylth -ith-1 GI ... d Mdoad Open Sidelft. (InVd ird/Outsing: XX or OXXC earnfigtirefiers) Nei 63#39:8 Opaque Comp-ilte Ed'. Plbagl­ single Doo-th Molded Open .'0. or ... "amIrs d.39 &q.m;lmparAquca, Op.m. CO3"osit. Edge FlhlrgiaSs Double Doo-wIth or 'Itho I Glued Moped Open SWeirtes I, u" nwing/Outsvoing: XX or cXXO 1=1=26 No Y. ye. WA IM-1/2026 N. Y., Yea WA I nl/2026 No yas Y. N;A 12131ndI26 "a ye. NIA 1MI12026 N. yas yes N/A 12131/2026 No yes Yes WA 12tW2026 Me yea yee NiA i2f3112026 NO Yin yea IVA 12�1=6 Me Y. You NtA 1212112026 N. ye, yes NIA 12f3V2026 No Van ye. N/A 1213112026 NO Yea Y.. NIA IM112026 NO �.s yes NIA IM112026 14. ye� yes MIA Florida Department of Businebe & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 Code Entity or Ders Can, Date prandina Data TV09 version Manufacturer C u"t End ... r & Uuni- Validated Ely vaildbod Submitted FRC Approval A,,,,,d Status RannMen 2020 POT Ind.trios Jan� 13.5owski Aintri-Daet BCCO - CER Mleml-Oade 13COO - VAL 1111aJ2020 10t;612020 il(24/2020 App,-d E-rid, Do- (W) 480-0100 (786� t.g.ry! 8 Catogary:81idingExtMorDouA.���bli.a jr.dwanClpytind�lbeac C.ropil.m.. 101.111hdi C.diftaumn Mark or Lislirg 'm FutW-R33 PrioOuats Quality Assurance Apor-al for the A ... nwl for Use Iflim 2REL92 said 0 LtM9�!:I_Nombar,r N,ma ProalTS P,.d..t 0 .... lot.., C.ntrg=n 0.1. bAHVKZ Outside HVHZ Reslarlart Mae-. D ... DtL ige Missile lanteseb Vinyl girding Glass Door yes yop Y. N/A March 6, 2023 PROff1m)"UCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying Itir a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS lFiber-Classic 1 A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) FI 510461.1 +67.0/-67.0 psf 12/31/2026 Tb e rTn 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 FL15332A - FL15332,5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 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 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,,0/-60.0 psf 6122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + 5& 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 NIA 5/25/2031 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 VA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FI-153531 NIA 12/31/2024 PGT Series 5500 FL261 � 1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15.272.1 - FL1 5272�2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-542 psf 7/30/2023 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 (fbr Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NIA 12/31120.24 Lomanco, Inc DA-4 Exahust Vent FL17202A +97.5/-97.5 psf 12110/.2025 E� ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849�28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 N/A 12/31/2023 All American Shutters & Glass Gallitranized Steel Storm Panels FL17869.1 NVA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999A N/A 12/31/2024 MiTek Industries, Inc, Truss Plates FL2197A - FL2197.5 N/A 12/31/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527�5 NIA 10/31/2023 D� MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NVA 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1125022 RMM Code Entity o Date Out. Pending Date Tvpe Versla Manufacture col"talc Enellneer & I -license Validated validated Submitted r5C Approval Approved status Revision *2= Th.rm.-Tru Corporaticin Steve Jasperson Lyindon F. Sohnnict, Ri=. Ryan J. KiZ RE 0712�Y2020 07M2f2020 0712912D20 I 0f1 312020 App-d Category: P,,ttwior Doors (800) 843-7528 PE-43409 (813) 76T-6565 Subcategory. SWinging ExWor Door Assemblies J.spersonath.-Inuo. Core pliance Matfined: Fvaluaticn Report from a Florid. Registered Architect ore Licensed Florida Prof..[..[ Enginear FL#20470-R3 Praw OvaliprAssurance ApprovediforUrs, Aparrovaelf-Usue Impact Desion See! Rrod u11_M*d0` Nitherldercir No.. Product Densenoti.i. Contract Expiration Dalt in HVHZ Outside HVIAZ Resistant pressure I is 7,e'.._Tru FiberOlnussic and Simodth-Star Nominal aang; 8 &quqt:hmpai;t&quct Opaque 1213112022 Yea Yes yes WA Composite Edge Fiberglass Single Door (InsWing/Outhoming; X config-ni-) 2 b Therma-Tru Rber-Classio and Smooth-Ster Nominal 6&#3g:6 aquotJmPactiliquot. Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single DwFWth Sidelite(s) (InawirgiOutewrig: XO, OX or OXO configurations) a o. Themna-Tru Fiber-Classe and Sindolh-Siar Nominal W39,6 Iiuquotmipact&quct� Opaque 12131=22 ye� Y_ Yes NIA composite Edge Fiberglass Double Door wit, or �,fthoutSldalltaa XXor OXXO ­mfiguridl.as) 4 d. Thermal-Tru F11per-Classic and Smooth -Star Nominal 8&#39r,0 &quot;Impact&quaL Opaq- 1 V31 aC22 Y.si Ysti; yea NfA C-c-he Edge Fiberglass Single D­ (I avAingiOutswing; X configurolion) 5 Th.­-Tm Fba,Cl ... IF and S-th-Set, Nominal 8&939;0 &quoLImpact&quq1:, Opaque 12)3112022 Yoe Yes yes NiA Composite Edge Fiberglass Single Door vith Sidellue(s) (Inamrielcutswing; XO, 0)(or OX0 configurations) 6 f. Therma-Tw Fiber -Classic 2rA Smocith-Star Nomin2i 8&#39;0 &qudtJmpact&quct; Opaque 12f3lf2022 yes Y_ Yea NfA compoorto Edge Fiberglass Double Door With or Wthout Sidelites (linewing/Outewing- XX or 0)0* configunal-) 7 g. Therm-Tru Fliber,-Classic and Smooth-Stat Nominal 6&1139;' &quorlmpuaidt&quo� Glued 12J31t2022 yes Yes Yes NfA .inipe.. Edge Fiberglass Sngie Door flits,mrigioutsw"R; X configuration) 8 It. Thermin-Tid Filber-Ciasiso and Smoom-,9tar Nominal W$9 .1 aquctlmpact&quot Glued 12J3112022 yes Y05 Yes NIA Composite Edge Fiberglass Singla D..-Ath Sidelle(s) (Irroveing/Outi XC, OXor OXO configurations) 0 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal W39:6 tIquodImpactlIquot: Glued 12�31=22 yes Yes Yes NIA Composite Edge Fiberglass Double Docirvath or Without Stgettee (firroo0glOutdoning XX or OXXO ccnf,9u radons) 10 J. Therma-Tru Fiber-Cessid and Smooth -Star Nomin a I aa#�P;o 84uGtJmPacA4uot; Glazed 12`31=22 yo. Yes Yes NIA Composite Edge Fiberglass single Door (1-Argfoulsviing; X configuration) I I k, Therma-Tru Filber-Classic and Smooth -Star Nominal 8&#39,0&quot;lmpgct&quo1 Glazed 12J3laD22 yes Yea yes NfA Composite Edge Fiberglass Single Door oAth Sidelite(s) (IraiwirnolOut, ing: XO, OX or OX0 configuratio 's) 12 1. Tharmai-Tru Fiber-Classiv and Smooth-Ster Nominal 8&#39;0 &q­tJmpact&qudrl, Glaii 12131=22 Y­ yens yes NIA Composite Edge Fiberglass Douldle, Do., Ath or Without Sidelites (I�irg/Outswnq. XX or OXXO configurations) 13 m Therinca-TTU Filbor-Classic and Smoueth-Star Nomffial(i&#�9,8 aqucd�lmip' ct&qued; Opaque 12131 r_1322 ye,, Yes Yoe NIA Go mpoolte Edge R bangle . Single Door Ath &quo�Non_IroP.ot&quot; Sldelitets) (InwAng/Outswing; X0, OX or OXQi configurations) 14 ri. The-..T,u Fo-Classlo and Sirnooth-Stor Nominal 6&#39-8 &qucit:lmpact&quot.. Opaque 12t3l/2022 yes Yes yea NIA Composite Edg6 Fiberglass Double Doorwith &quoV,Non.Irnpdct&quot: Sidelites(IneornglOutswng; OXXO cc nfiguration) 15 o. Thorma-Tru Fber-Classio and Smooth�Star Nominal W390 &quotImpaot&quot. Opaque 1WV2022 Yes Y_ yes WA Co mpoel. Edge Fiberglass Single Do-Ath aqu-l;Nor%-IrnpacAquot; Sidelite(s) (In-MlOutswing; XO, OX or OX0 configurations) is rr Therma-Tru FIber-Classic and Smooth.Star Nominal 8&#39;0 aquotjmpacmcluot. Opaque I V3112022 Yes Yes Yoe NfA Composite Edge F lberglass Dou ble Door ofth &quot;No' Irnpact&q uct; aid a has � I ris�vingfOut-A mg; OXXO configuration) I Tl,--Tr, F' 1­CI ... I, one 2-11-9ar N.mimil 6&439;8 Kquot;Nan.Inrpac4qucrt: Opaque I V31 aO22 y Yes No NfA Composhis Edge Fiberglass Single Door OnsWringliCutswing; X configurationI 8 Themna-Tird Fiber-Classio and Smooth -Star NomiriW 8&#39;88,quot:Non-Impact&qucy; Opaque I �J3112022 Yes Ye. No NfA Composite Edge F bergilass Sin g le Door with Sidelita(s) (InsvAng4Cuts,4ng; XO. OX a OXO Gonfig "tris) 19 s. Therma-Tru Fillber-Claaasio and Smooth -Star Nominal ea#�0,8 &qwct;Non-lmoact&ql Opaque 12131MD22 Y.. yes, No NIA C-post. Edge Fit-gilthas Double D­ Wth or Without SkWit"s (1nsd1ngYOutsoAn9: XX or OXXO configureldon.) 20 t ThotTra-Tru Filber-Ol-ic and 61mooth-Star Nominal 8&#3��.D &quotNon-1mpaot&qUct Opaque 1213112022 yes Yes No NIA Composite Eog a Fiberglass Single Door (I n-inglOn-ins; X configuration) 21 u, Therma-Tru Filber-Classio and Smooth -Star Nominal 8&#eg�() SquotNon-Impact1quot Opaque 12)31f2022 Yes yes, No NIA Compoene Edge Filbargil- Single Door with Sdelite(a) (Insvving/Outsvong: XO, OX or QXO donrl.ur-ti.n.) 22 v. Thermo -Tru Filber-Classio and Smooth -Star Nominal Si &qu.t;N­l.pact&quf; Opaq- 12/3112022 Y.. ye. No NIA C.mpoal" Eq. Fiberglass could a Da.rwth .1 vethout Sid.lites (IrnswingfOutswing;)O(or OXX0 configurations) 23 w, Tnernran­Tr� Filbor-Classic and Smocith-61ar Nominal ftft�Di5 &quotNoMnipeciSquot; Glazed 12�3112022 Yes year No NIA Composite Fogs Fituargla.s Single Door (InsWrigioutswing Xminfigurartion) 24 x. Themi riber-Classid and Smooth-Staf Nominal 0&h3E,8 &quot:Ncn-lmpad&quot; Glazed 1213112022 yes yu No NIA Composite Edge Fiberglass Single Door with Sidelke(s) ftoWng/Out.Wrig. XO, OX or OXO configurations) 25 y. Theri Fibenclassic and Smooth-sw Noratnal 6&#39;8&quotNco-Impact&quot, Glued M21V2022 Yes yes No NIA Cnmpo'jte Edge Fliberglass Double Door vath or Wth.,t Sidelites. InevoingilOubsWring; XX or OXXO ,qnf,g,,rabons) 26 Th.-TI. Fbal-Cl.hold.rd Smenoth-St., Nominal 8&N39;0 &quot;Non-Jrr"dt&quot,, Glued 12131)'2= Y.. Y6. No N/A C.Imposite Edge Fiberglass Single Door (Inswingl/Outsveing; X configuration) 27 za. Therma-Tru Fiber-Chusic and Snnaoth-Star Nominal 8&ff39;0&quot:Ncn-Impaqt&quotd Glazed 1213112022 Y_ Y­ No NIA C-p-it. Edge Fid-gl- Single Door !in Siclolte(s) OnswiraiOwowng. XO. OX or OXO configurartionQ 2i� A Themna-Tru Fiber-Casec and Srnooth-Star Nominal 8&#39;0 $,quotNon-Impact8quot, Glued 12131f2022 Yes ye,t No N/A Zompos"te Edge FIberglasis Double Door Win or wthout Sidefitse, (InswingfOutswing; )C(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1612021 Cod. naltv or Pon na ar 7- V-fam 1,11-fiolunar contact 11,0­9 Lice- validated 8' V,Udlt,d siubraillad FSC A -,-I A,,r,,d status R-1., 2020 MI Wrilme and Doors Bran singer Luis Roberto Lorn. Steven A Ukh. PE 101OW2020 10106r2020 iopa`2020 12Jl51zd20 Arpoo,11 category: Exterior Doors PE-62514 1717) 317-8454 3.1hCritagory: Biding E.t.no, Door Aiaerriblies Compliance Method: Evaluatior, Repon from a Flodds Registered Airlifted or a Leemned Florida Prof-l-I Engineer FLA163R.R18 Product, Quality Assurance Approvedfor use Approesal for Us. Immet Design sea 0 or Name f= �rotluol; Descriptho cmitraol Expiration pg. In HYHZ outsIdi, HvRZ Resistant Pressure 1 =Nunnoilr 8 MINUM SGD SERIES 420 ALUMINUM $Go CX0 1201/2024 No yes No NYA 145- 314&quot;x80&quot: NON -REINFORCE 2 SERIES 420ALUMNLIMS150 SERIES 42nALUrAINUMSrD OX. XO,XK 12J3112024 N. If. No NYA 968,qud;�aolciict NON-REINFORCEO 3 SERIES 420ALUMNUM SGO REJ14FORCED SERIES 420 ALU INUNISGOREINFORCEDOX0 121311=24 No ya. No N/A J45.3J4sq--`:-`s"q"": 4 SER�58 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED CY, 1213IM24 No Y. No N/A :20 )CO. )CC 96&quot,,96&quot: 5 &ER FS 20ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 03D REINFORCED)M 12131/2024 No yes No NfA 143Uuot;x96&qup,; Qft I= Version fflanurfacturm Rovisim 2020 W2yna­O1ldn,d dVislon DrOveahlad Door Corporation category: Exterior Do- SubCaloparr- Sectional 9,narm DedrAsaiumblies Comiall- Mention: Riniluation Report ftne a Honda RogisteradAychitectoris Licensed Flonds PnOssisicinal Erionner FL*8248-R20 Products II-0 be, or Name 3 8000/61DO10200#1105 10 80Ni51 0018200 #1123 11 80001610018200 #1124 Florida Departmand of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 1*1511_�" P... 1 d2 102021 Entity 2da 21L. Data Road- 20 contact E..In.r 9 Lleents validated BV Valldided Submitted FKApproval Approved Atilia 1)..yda Kornih Joh E,Scateus JEffayP.Ar,-n P.E, 10A=0 090s=20 10,23)2020 12115/2020 Approved (3al)) 763-8121 PE-51737 (904) 821-52N doomishQuwayn.-ditiltono .m Acturayind far Usa AborovadfulUs" Irmarict D"am Product cm0plJon In HVHZ outside HVHZ Resistant 9&M; N,� idth. 14&#39: Me. halght. GI-irg 12131W3 No To s yes 31,001-35.00 evall.1b Is 1, top or left ..di 9 a ..odn. 1 684139; M-oldth. 14&#39: MaX height. C�uing 12131P2023 No you ye, �30.00)�3150 ioddlable In top or Intonmediate section, 1 6&#39� Ma� .1 dry. 14&#S& Max It aldht. Grul ng 12/3��023 No Yes yes -34.401-36 30 avidalbe In top or Intermediate section Florida Department of Business & Professional Regulation Page, 1 of 1 Building Codes and Standards I 15W021 Product Approval Application Detail Cod. Entity or Data own Puts Rending Me T­ vauralam isenarfitchurs, Conrad Endn­& Limann, Validated W validated Subrinbed 1`13CA-rues Arner-d Status Reesimi 2020 Corps Division fAADG. Inc Tom Rattay UL LLC Troy Bishop, RE I W 012020 laOV2020 12r2lM20 Approved Conegiorr. Extedor Doom; (641 , 494-28 f954) a47-0880 aufloCintegionn Exted orDeorCornoodents I-alterypa-Mbloy-no Compliance Method: Cortification Mark crLISting in canonry Assurance AversdforlIse Ago .... d for ')a. Impact Poston a-- Freon pnoduct Dosedollon contract Embratior, Date in HVHZ outside 14VHZ R,,Ward pros.i.n. 1 607. 707, ?27. T47. 75T, 777, and 84T Single and Pairs 0 Flush, Glazed . and Louvered single and pairs of 1Z31n025 yea Y_ Y.c NfA Door$ renew ni doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 c.d. 1hrAlt, Date ont. Kout. F.adIhq care T­ veralitin comfort Egainamer & License Validated By Wiflid.1.0. antsmard FBC Arr-ad A--d status Romsion 2020 MI VVIrdows and Dacus Brent Sitting., American ArchileaNnal Steven M. Unch. PE 11117,2020 1 IIIM020 Ilt2712020 Approved Category: Windows (717) 365-3300 ru.miift.t.res A,,-i.t,- (717) 317-8454 SUbCategory: Single Hong bulJnga,@imI.do.m Compilation, Method: C.11111.11. Mork or Lisfimg QuadildrAssurance Aui for Use Anignougall for Use ]m,at Design $140 1_111 Model. Number or Nora lotion contract Elipiriallon Date In HVHZ Outside HV It"Istant Pressurap 2 11, 52X72 FIVRon: Frame I"G Strift Hog 10208,202$ No Yes No .601-60 4­0 cn -00 2 o 2 'En CU U) -ii-, C a) 0 C-) cn 2) 0 C- -2 0 LL_ 0 > cn cn E a) cn E " CU 0 C_ CU -0 40 = ._ ­I�M- W < Z Z W MJ C7) >- LU 1% cn C.4 LA_ cn V) C= to - CL) W CC a CL, 2 'r CL. E C, W C, CD M > 0 > L 0 L. 0 0 cl) cn < 0- F- Lm W Z __J Z CL SHEET NO. PA 1.0 __11 f-11 I I I I I I-- ___F_ 4­11 (1) (1) . I= I Florida Department of Busiri Professional Regulation page 6 of 9 Florida Doportment of Business & Professional Regulation page I of I Florida Department of Business& Professional Regulation page I or I Florida Department of Business & Professional Regulation Page I of U) -Cu (D -p-, 0 -0 > Building Codes and Standards 1 Q5,21)22 Build! ng Codes and Standa rds ird2D21 Building Codes and Standards varo2l Z Building Codes and Standards I F22021 = :3 ­' 2 2 7C) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- = 0 (1) (L) CL 0 L_ ­1 - . I ­11 I- �_ Ir , a - - I � I �'�� _" I'll "� i,190C Firlity a Vate Date Date Pecolng Date 11 � I � - I I , I I - - I __ = CU 70 0- . TVIDe Version Manuftli;ture Contact Engineer & License Validated B Validated Submitted FBC Approval Approved alatt, Code Entity _31111 Data Date periblin. we code Entity a oalt, Data cat, Pending ex. C044 TVM visirson el-fau,nura, Ent[tv or Date Data Duro Pending AM contact Engineer & License V.Kd.t.d jis Voldrahad Sudiunitted F9C A -,,I A-d-, Status . - -4--t a) a) Rovits-, 2020 Thasms,Tn, Corporation Steye Jasperson Ly,d., F. Swimi# R E Ryan J. King. RE 10107/2021 W1 SM21 1011312021 12115)2021 Approved Woo Version Manufacturer Correct Eachim 9 usemi. validated Bur ValldelgA Submitted PSC Arviroyid Approyed status TV 'm varsioc Ec.1-.,& Litutral Validated 13h, Submitted FSC A -,,I Approved starta's R.mcl- 2023 MI Wrd- Doors Si-ent StUdger Arman- Arobleactural St-ac M. Ldoh' PE I W212020 1 U22f2020 11!2&'2020 Approvad (M 0 - U) -t::� Category. E.lisriw Doms (800) U3-7628 PE-4340S (31 3) 767-6S56 Affirmadon ZD21 PS71rd,ush-liss jaric R.a.voki lAsual.o.d. SCCO - CER MilsinnimDadit, 1CCO -VAL llk512020 11fQ5/2020 11111/2020 Approved R-i.l., 2020 MI Windows and Doors Brand stinger Amencam Architectural Steven M. Urich, PE IQ406f2020 10106non 10/1942020 Approved and Category: Windows (T17) 585-33M Mancrfactur-Assoctud- f7M317�6454 = =3 CIO -M U) Subcategory: 6winging atienw- Door Assamli .jaspersongth.mnathru.- category: Vftdo,s (941) 4613-0i 00 (7aii) 315-2590 jrpawsIdQp9mduauhm.c Cat.ijan, Wfirdava, StilaCialogrory, Horizontal Slider t7l?) 365-3300 M-ul.cc.-Assoclation, (71 T) 317-8454 b,ItIIrQc'0_.hsd_c.m Subcategory: FIXed losithingreagirivvd.com (D -0 U Compliance Method: E,uiduation Report from a m Florida Registered Architect lucensed SubCalegory:Single Hung Comiall- Mali Cartricirfisur Mark dating .. Compliance Method: Certification Wait or Listing Camrfli­ Method: Cisidificati,on Mat6, or Listing -0 or a Florida Professional Engineeir or t-- 0 0 - = -0 FW39-R28Pu>ducj FL#1=1-Rh1 Iiinuducts; FUM!i3dill-RIA Prod-te L_ (3) FL#20461-R7 Products Quell, Aui-ins, Ancrunnual for Us, Aid,raviviforlibut Impact pension Quality Assurance ApprovidlorUse Approved for Uses Inaluarst D,slal Do cilltv Assurance A,onsivadforl.1- Amoved for Use lumosuct Ilmlon 0 0- a �2 3: Quality Aswurancs� Appirovedif-Use AponcuedforLillias Impact Cesion sea A Product Model, Number or Nam Product 0-riptlon Contract Ealrallon Date it, HVHZ outside, HVHZ ligglansint Prelsyre 8--# tin,durollsorld 11harribiarprilburnis Contract E I In oat. un, HVY Outside HYHZ assistant F.... Sao # Product Model, Number or Nam ce Ptoduct Descriptle, ntract Expiration Date In HVj1z Quistdo, 1VHZ Resistant Pressure a 0 S-q 9 Product Model NUmberor-Name Product Description Contract Expiration Date in HVIHZ Outside HVHZ Resistant Pressure 2 SHS500 (rang. Mi-11. Irnpact) Vinyl Single Hung Wind*,! 07)3012025 Y_ Yes Y.� N/A 1 185 PW 73. 72 Insulated Glass 04/03M23 No Yes No 'em-Go LL- = - 1 HS �88 Fin .cdFl.ng. r- 73.62 I nsuleed Glass 0211A120 No yes No -551-53 M L;= "_ M 1 a. Therma-Tru Filbel-Classic and Smooth -Scar Nwrinal ft#�b?;8 &q..tNwr-Imps,d;t&qu.t Opasqua, 12/31IZ22 Composite Edge Fiberg Is. Single Dom No Ye5 No NIA (Inewing)"Oub,witua: X C/) 2 b. Themns-Tru Possr-Classio and Smooth -Star configuration) Nominal 6843t):8 &q-t Nw-undpaoftniuot; Opaque 12151/2022 No Yes No NA . - Composite Edge Fiberg ass single Dom with (3) L_ L_ Sidelite(s) (InewingfOutivAng. XO, OX or OX0 (n .4--ii, (D - -fia-di.n.) CU 1E (M') -.10. c- 3 c Tharma-Tru Ficer-Coult and Smooth -Star Nominal 13&039�8 &quc;.N­-IrcpduA&quot Opaque 12131/2022 Fiberglass Composite Edge Double Doorwilln No Yes No WA 1 = < or vvithout adelfras (lnavvmg/Outa,Mng; XXor O)D',C, - � -0 . - U) I opinfigutations) � 4 d. Thiardd.-Tnu Filb-CIRs,jo and Sm.oth-Stair Nominal 7&#3G,D &quothlon-Impract8quot: Opaque 1213112022 No yes No NJA Composite Edge Fiberglass Single Dow 5 e. Thermur-Tru Filb-Classic, and Smooth -Star (InavAngifoutsvving: X C011111gluratic,r) Nominal 7&#39,0 &quctNcn-Impasd&quot; Opaque 12t3lf2022 No Yes No NIA Composite Eclg� Fiberghauss Single Door with Sidelita(s) onsvinglOutswrig: XO, OX u OXO oconfig-li-ts) 0 6 f Themina-Tru Fber-Clamlic, and Smoth-Star Nominal 8&#38;0 &quotNon-Impaoi Opaque 12�31 12022 No Yes No NfA Florida Department of Business & Professional Regulation Pas. i e i Florida Department of Business & Professional Regulation P.S. i of 1 Florida Department of Business & Professional Regulation P.9. I of I Composite Edge Fiberglass Sing lee Door BuldingCodes and Standards IF4M21 Building Codes and Standards 1&2021 Building Codes and Standards U512021 (Inswirg/Oulewng: X configurationj 7 g, ThermaJ. Filbes-Cle- end Smooth -Stu Nominal a&#39;0 &quotNQn-I mpacbkwot; Opaque 12131=22 No Yes No N,A Composite Edge Fiberglass Single Dow .th Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidrslhue��) (ms%,irgf0utswing;XO; OXor OXO _­"�,­ "­'- � ­, � �i "I Z .... "I I - " ­,Dirg ',S'P_ � ' .1,1 I WIM I , -, configurations) 8 h Therma-Tru Fiber -Classic and Smooth -scar Nominal 38#N�O &quot,N­-Impact&qwt; Opaque 12131 t2O22 No Yes No N/A Composite Edge I'llualgh.s. Double Dow Wth or �AthoutSidnifts(tnswinglOut�eiing;XXorC)XXO , , � - � C-da Entay a, Us W. Det, Pend- 014- __ ___ 1, �' 11 " Code Entitar. Rdi oat- [Me Pencil .1191112 �" " ' � .'­� , Code E,(IW , .9" We Data Presufflid. mg I 4 configurations) JTMM Version Manufacturer Cgerbot Validated D, Validated Submitted triliCA-al A -roved sled'u. 71- V ... ion M ... facture, co,flact Emaln­& Lis,ona, Validated N Validated submitted FOC Arscra,al Alareon,ad status 7v- Version Manufacturer conhus rmalme & Licamid, Validated W vrilicated Submitted F$C: Apyrodiall Approved! ailim 9 i. Thermo-Trut Fiber -Classic and Smooth -Star Nominal 6039.8 &cloctPon-ImplaclAqual Glued 121SIW22 No Yee No NA Aflermation 2020 PST Industries Jeuna R.c.-Irf Nfflsml�Oada 2CCD - CER Mi-l-D.d. 13CCO - VAL 11105J2020 11Wr2020 11111/2020 Approved R.,mon 2020 MI Wnd-, and Doors grant String., Luis R Lom., PE Steven M. udch. PE 10)081202D 1010612D20 10A912020 1211WM20 Apor"d Affirmation 2D20 PST Industries Jens R .... ski Witund-D.d. RCCO - CER Mianci-C.dis BCCO � VAL I 1 105f2D 20 1 i 105M20 11,11/2,320 Appro,ed Composite Edge Fiberglass Single Door Cat.": VVIld-a (941) 486-0100 (786) 315-2590 Category! vill,cf-a (717) 365-33OG PE-62514 (717) 317-6454 CaNgiunn Wnd-s (941) 486-0100 (786) 315-2590 (finsvivinglOutswing; X configuration) Subcategory! FNed ju,ses'sidapgzIndustmeo Subcaditgory! Mull- balthngorCirdwd.corn Subcategory: Mulflans jrwWski@pgdndusufeS.Q 10 J. Tberma-Tru Fiber -Classic and Smoth-Spar Nominal 6&439;8 &quotNpn-Inrpact&quct,GIa2ed 12/31 =22 Composite Edge Fiberglass Single Door oAth No Yes No NJA Compliance Method- Cerlification Mark or Listing - Compliance Method. Evaluation Report from a Florid. R.ijI,tan,clA,W I fact are Licensed Florid. Ciurnpluarn.. Method: C.dIfis.ton Mark � Listing .in Scralifte(a) Q n-ANIOutwArg: XO, OX or OXO F L*243.R24 Product P,or-i-I Engine,, I flulgtill�litj3lansduct 11 k Thorma-Tr. Fib,,r-Classi. and 6mmoth-Statur config unation5) Nominal 3&#39�8&quot,NDn-Impactiiqucst Glued 12131 �2022 No yea No NIA Quality Assurance A-r-d for Us, Aptur,,suciforlis, 1­t Doeton F LAM SSSAAS Products 0-11, Assurance A-d for Us, Admovirdfut-Use harried Dsi Z Composite Edge Fiberglass Double Dow with or a-* P,.dq,t M,d.L Numb., or New Product Descrotlon Coundroid lisdratIon Code In HVHZ Chulold, HVH lia,livurnt Pressure J!Nulo Product Modal. Number or Nam Product Description Contract Expiration Date In livHz oi,taidt HVH Resistant Pressure vothout Sidelines (I diswingfOulbsol XX or OXXO 5 OW-5520 (Large Missile fimp.d) Vinyl Fk,d Wnd- 04SU2025 Yes Yes Yes N/A itaussfitri A,,r,,,, Aicturavrellroulla, Aceroviud far Use Imes.it Dousidd 1 Mull we fo, At I Doors an d VVind cove Aluminum Mullions 05126,2026 yes Yes Yes N/A configuradlons) it".10 Numo-rNeurcu, Prod.et Da-1.1thm Coslr.��o 0.1. it! HVHZ Outside HV14Z Fural'tiant P,,,u, 12 1. Therma-Trut Pilber-Classicand Smoolf,aar Nominal 7&939:0 &q..t;N.d-Imp..t&ptJ.t. Glued 1213112022 No Yes No NIA 7P?,lrd.,tM,d.I 2 04 Viartioel Aurnin- Mulion No Yes Yes NiA Composite Edge Fiberglamanglor Dom ansvving[Outavvirg: X ownfigunation) 13 .. The-T. F;b-Clausai.sund 3-th-abir N-in.1 7&#39;0 &qu.t;N­r-Jmp-t&q.ct Gi.-d 12131)2022 No Yes No NIA Composite Edge Fiberglass Single Doorvoth adelite(s) OnswingilOulevong; XO, OX or OXO owfigurations) 14 n. Tharmai-Trui Fiber -Classic and Smosth-Star N=Irm 8&ft3eiO &q.6tN.r­lmfpact&quo,' Glued 12r3112022 No Yes No NfA Z Composite Edge Fiberglass, Single Dow (In-anglOutswing, X configuration) 15 ., Th.-a-Tru Fiber-Cbesio and Smopth-St., Nominal 8&#ag:0 �quotNw-jmpaot&qJ,ot: Glued 1213112022 No Yes No NIA Composite Edge Fiberglass angli, Door Wth adelit.(.) (InsWinglOurtswng: XO, OX or CXO configuradlons) Florida [)apartment of Business & Professional Regulatlon page 1 of I Florida Department of Business & Professional Regulation Page 2 vr2 Florida Department of Business & Professional Regulation Page 3 c1`4 is p, Thermar.7ru Fiber -Classic and Smooth -Star Nominal B&#39;Q 8quct,Non.I mpact&quot; Glazed 12JBI /2022 No Yes No NJA Building Codes and Standards IM12021 Building Codes and Standards 1002021 Building Codes and Standards $05?2023 Composite Edge Fiberglass Double D"Wth or without addlites OnswingfOuts,iving: XX or OXXO configurati-is) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W I 17 q. Th-ca-Trui Fib-Clisssi. end Srnooth�aar Nominal 38#39:6 &qdot,Non-lmpauct&quot: Opaque 12)31 = No yes No NA - '­_'�� 11, - - "I , I "I "I � IMP I 111 �#"­ I "I = Cord posite E dge Flderglass S ing le Door with 18 r. 7 her-Tru Rice r-Classic and Shrooth-Spar Transom (InswingpOurtsvivng, OAcriffiguration) Nominal 68#39;8 &qurxt;Nm­lmpast&quok Opaque 12i3112322 No Yes No NIA code I I .. I Entity or veto mus Ca. Pumping PM c"'I's, Stripe, or Data Data 1. I I'M Oat, Is.ndid, Date Coda ErALL, Dets, us Date laeri Date Cmnipesib. Edge Fba,righ-Singlis Door with Sid.lirta(.) and Transom (In.,.ngfOt_d-A,n9: OIXO. O/Ox or OJOXO configurations) Mies[ V-1m, calthoutsdimer Remal., 2020 James Handle Building Products. in. Contact firmingair & U-s, Validated Bar Validated submitted FBC ft-al A,n,bv, .status Chad DI-kir V And-v Too John Southard, P.E. 01/05IM21 12JI4(2020 Dlxrsj202i ding NEC Appn zxm Mann- Musnafest.r., R.,Acl., 2020 Alaid. Contest 9nain.er 9. 1J.- Validated 81,, Validated submili Nick Thompson Lyndon F. S.hunkilL R F Ryan J King: P.F 02JI5)2021 0211512021 FSC Atc-i-I A,,,,-d slatith, 02=021 04M312021 Approved Tv"a V ... join Mrmul-turer, R.vsb' 2020 GAF correct liuresinse, & Lissmse Validated 5v validated submitted Pac Aijoi A,,,,,d M.tu. lislehairl Shot Robert Himminum John W. Knozirvich. PE 1211MO22 12/i'12022 12i2M?2G22 02/0712023 Approved 19 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot; Nor-] mpact&quat; Opaque IM112022 N. YeD No WA Category. Pecal wall, (909) 545-8359 PE-81GS2 !SS2) 367-25pe Care": Panel Wars I330)922-2389 PF-43409 (813.) 767-6565 Cat.p.ary, Ropeng (&DO) 766-3411 PE-59166 (954) 772-8224 Composite Edge Fiberg " Single Dom with Subcategory: Siding ch.d.dr.rckage-shord SubC.t.gory, Soffits rthomps-@iusid-m SubC.I.giary-_ Acph.t Shingle. rnstieripig.f.-an =I sidalilha(.) QcdWd9t0ubaWq9: XO' OX .' OXO Compliance Method: Evaluation Report it= a e.- CiurnpIl.- Method! Evaluation Report from . Complurres Method: Evaluation Report from a Continuous Head arid Sir conflIguraflon.) Florida Regi.tored Andint.st or. Licensed FImkJ. Florid. Registered Archltsot or a U.-ad Florid. Florda ReginterodAnudiod or a Licensed Florida 20 t Thernnou-Tru Fiber-Claumlo and Smodflh.Sear Nominal 6&939,0 &q.cdrNon.ImPadt&q.ot Opaque 12/31f2022 No Y.. No NJA Professional Engineer Professional Engineer Professional Frglcaar Composite Eq. Fibei-gless Single Dow ,fth Sidefirtia(s) 0 nswmgiOuDsvAdg; XO. OX or OXO I'LM3192-Ro pr-odycl. FILMSM-IRS Products - FLM 011 24-R33 Prosthesis '� 21 u Thsrrrsi�Tm Flucer-Classic and ardooth.aar Continuous Head and all configurations) Nominal 6&#39;8 &cluw;Nw-Impaot&quot; Glued 1213112022 No Yes No NJA Quality A$$UrMG9 ApprovadfDrUs Approved for Us, unrest Design C-Illy Asturranys, Arnbric.0 foir Use Amirsvioll for Us, Ist-ot 0"ido QuallprAscurance A poroir.d for Us Approved for Us. impact Design Cc mpositer Edge F berg lam Sin gle, Door with $-a 0 Product Model, Numlbar or Name Product Descrilpfign Contract Exaltation 090 In HVHZ Outskle HVHZ Resistant Pr...ro Use P,Wuct Modal, Number or Nasurs Product Dosedpilloc Cone ... I Embroil- Oat. In HVHZ outside KVHZ atesislaint Prosusur. 4-44 Product Modid. Number or Nam Pr*dUCt DOSCHIDititill Contract Expiration Date In HVHZ outside HVII Resistant retem.ne Screlfte(s) (InswinglOurtsvong XO, OX or OXC, I Oemp,ul, Lou, Siding ilba-mast lap siding 12131)2023 Yes yes NIA NIA I a. &uua:2T&.W,d: Soffir Vent or Sold Vinyl Goffift 1213V2023 IN Yes No NJA I OAF Asphalt Roof Sh n9l.a for u. in F RC, dcu-HV14Z Flocurill"s ralaforood 3-tab. laminated, 5-tab and J 2MG12025 No Yes NIA NIA 4w2 '_� Continuous Head and Sill configurations) 2 H.rd.wa.k Lisp Sidlirp 1b.-mart ]so sldhg IMIJ2625 Yes yes WA N/A 2 b. &qumAr.as, T4 Buq.ct, Saint Vent or Sold VI"13cirlit 1213IJ2023 No Yes No N,A Jurisdiction. hipffidg. asphalt ,ha,gf., C**j I - 22 v. Therma-Tru Fiber-Classioard Smooth-Stor Nominal W39;0 &quct;Nwr-lmPact&quoL Glared jMlf2M No YM No NIA 3 c. louo�Graermrlar Vinhage Beade,10M: Sort Vent or Sold Vhnyl Wit 1213IM23 No yes 14. NIA 11= 11 I .g. Composite Edge Fiberglass angle Door with 4 " d. & .d:05&qn.ti Sciffit Vent or Sold Vinyl Soffit 12131J2023 No Yes No NiA C%i - .2 Schatte(s) (InsvAnlyCutsWh5; XO, OX or OXO Continuous Head and Slil configunations) 5 o. &q.d:Chaar O.kLqum; Soffit V-Lor Sold Vinyl Song 12WQ023 No yes 14. WA - -r- .,=- = 25 w Therma-Tru Fiber-Clatcalc and Smooth -Star N onnnal 6&#3I);8 &quct.Nw-lmpac1&quot; Opaque 12131f2m No Yes No NIA 6 1, &q-dr8-p.'Sp--&qust; sort I Vent c,S.Iid Vinyl Scar 12131,202S No yes No NIA - Cn a :3 LLJ Composite Edic Fiberglass Door Panels vAlln Vented " c I .= = 24 x Therma-Tru Fiber-Clasajo and Smooth -Star Sighi (InsviringlOwt-thig; XX Xxx or XKYX configunefons) Nominal f3U3g;G &quotNw-Impam&quct, Opaque 12i3if2322 Composite No Yes No N)A 6 W = -oc - g = C-2 c'") C-4 Edge Fiberglass Door Panels Ath Vented Sidelite(s) (InsyvinghOut9wing; XY, XXX or )OOX .-; M >< 1.1- it configurations) . Ln . 25 y. Thwmda�7,u FhberCloa�lc and Smooth-tm, N.mi-I 6&*39:8 &quot,Nwn -ImpsoMquet: Glued 12r31112M No Yes No N/A on I C14 _= Composite Edge Fiberglass Dow Ponad-vith Vented in C= cc Sidelite(s) OnswurglOutsvingi XX XYXwXXXX � Florida Department of Business & Professional Regulaton page I of 1 Florida Department of Business & Professional Regulation Pagel oft Florida Department of6usuress. & Professional Regulation Page 1 of 1 - ' - :;c 28 z, Therma-Tru Fber�Cha.io and St-rooth-Sts, .0rifigiuration.) Nominal BU21!9:1) &quwNw-lrrrmct&quct: Glued 12012022 No Yes N. NIA Building Codes and Standards IW2-021 Building Codes and Standards I 912321 Building Godes and Standards irs'2021 3: W _= W I Composite Edge Fiberglass Door Paralswith Vented SdelWs) � nawlt-giOutswing XY, XXX or XX)O( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIL) '3: - r- = = 27 ... Th.,--T,. Fibsur-Clarmi.aund 8mooth-Stu . configurations) Nominal OU39:8 &quct:Nod-lmmot8quot. Glued 12r3l[2022 No Y­ No NJA - . - -X . i M Composite Edge Fiberglassangle Domwith 3MaSO �Ia­*'_ - I LgN_� cc,", -�111�1. 1 -SI-P4. _�' - . 'y"'F- �-��-,r,------,-��-,�.�,,��74��i,,,� eic,ggw r�� �a' '�Ig',-."'r-_ E�Wu�2" a"'��--' R , � 2, "Atg- - , , %� �. 9 -pf " �"- , oit_ I - ggg "'gi!g"-'�'-a'L"ex'�g �_' p �it �mnr�'�7­f,* "��--'4­',_�, ­,- -'& 10 � _' . 1_' -row-10-0 - to " CL) _= Sidelite(s) (InswnglOutswrig; XG. OX m CX0 __ " -1 _­­ _11--IMM - Cj W configurations) C.d. Ent1hr m Data Date ID'd. pamdr'. 1192 code Entity . oat, Date Data Panichno me Code li or Data DWI cars Perdido am- .��! - = 9=1 28 z1b. Therms-Tw Fiber-Oassic and Smooth -Star Nominal 6&#39;8 &quoLNon-ImPad&quot; Glazed 12131f2022 No Yes No NfA 7- WWI- Mand.facturair Contact rin,imser & Lissoccur Vildstand E, Validated 8,11sraided rac Abou-I Aro-ii, &at. 21tall. Vaunt.., Contact li,dritia & Lucssis, Validated By Militil submitted FBCA,,,-1 Agbbd�juj star., Type Venal- Manufacturer cirdt-I Encil..., III, Loona. Validated By Validated Isubmilted P9C Approval Apip-ad Status i;: 2 :" Composite Edge Fiberg lam Double Dom with R-ion 2020 TAIAKO Building Product. LLC Kord Edon Robert Nionninen John W, Kn=vi.h. PE 10414=0 09/2912020 10,17J2020 I V1 SrA20 Approved R.-Ion 2020 L V. Thompson, Inc dos Thompson Architectural Tory Christ.., Zachary R. priest Steven M Urlsh. PE 09M712020 0g,1&2D20 D2=020 17di"020 Approved R.,f,ri- 2020 Florida Metal President Inc. Clark Jones James L Bucket, P.E_@ Steven M, Urich. PE 06,27�020 09)26�'2020 10,04f2820 12116/2020 Approved . -a = �039;0 adelites (Irsvvinig�Outs�mrij: O)cXO configuration) Cafisgury; R.cot (417) 824-6644 PE-n166 (954) T72-e224 . Metals CpMuuny (TAMCq, i912) 248-3456 PF�74021 i717) 317-8454 Category: Rooting t904) 783�8400 CBUCKF.Vi a.,I,g CT17) 317-8464 C- E 29 "r Th.rm.-T,u Fibrenrlaisoic sund Smooth-Sta, Nominal 8&939;0 8s;vot,,Nm-lmpaic1&quot; Glazed 12151,`2022 No Y.5 No NJA Subcategory: Undedityrn,arts kerhaderalemko.tom Category; Roofing tmy@,Uometm�ocifing.com 8.1oCar-picury: rroolidgA­ .... ies that ars - ,lark@flacce..... PG-31242 0 Composite Edge Fiberglass Single Dom with 39039;0 Compliance Method: Evalualfion Reporn from a Subcategory; Roping Acoessorles that are an integral Pad afthe Roving system .2 0. CJ Sidolite(s� (InsvvinglOutevving; XO, OX or OXO Fronds Registered Architect- Licensed Florida integral Part ofthis Roofing system ComplIansus atirthoilz Evolustion R.p.,tfr.. . - configurations) Prot-sio-I Engine,, Compliance Method: Evaluation Repo" it= a Fields RagistarodArchidect or a Licensed Picture so zd. Therma-Tru Pilber-Clamic and Smooth -Star Nominal 8&#39:0 &quot:Non-fmpacMqum: Glued 12/al/2022 No Yes No N/A Florida Registered Architect- Licensed Florida Pnci.aaloo.t Engine., 12 Composite Edge Filderglaras, Double Door with P W232$," Products Professional Engineer 3&939 0 Sidelites, (I nswnglfOutsvvmg; OXXO F"15311IR2 woducts contlotmatim) Quality Assiucance ActurowdrorlAo A .... �W forum ]..act oreal." FLA16918,143 larcigh.,ft Quality Assurance Arron-d for Us, Approved for Visa Impact tupslichin 31 za. Thadqua-Tru I'llb-Classic and Smooth -Star Nominal 7&#39;0 &qu.tN.n-lrcpaot&juw, Slr�ker 1213112022 No Yes No NIA ri-A Product Mpdal. N-beir a, Nam, Produot Description Ciantract lispharlion Day In HVHZ outaids HvHz 11-isitatal P-suns Quality Assuarana Approvedr,"Us. Approved for Else ill= 2kV= s"of Procured Model, Masher . Nam Product 0-1011- C'nt­1 ftiricron, D,t, In HVHZ Outside HVHZ Roojetand Poss., Series Composite Edge Glued Fiberglass Single 1 TAMKO Root Underlayments (HVHZ) R-f-der.y.ont. for use in FaC HVHZ 06r2912M Yes No NHA WA a--# Product Model, Wralter or Name Produot Denuariction, Contrast Extrinatfici Date I. HVHZ - Outside HVHZ Resistant Prussu. 3 3- FLAMCO &qu.t:RV 10 Ridge Vant&quct: Aluminum Ridge Vents for cliched roofsfabreatted 12J31,2024 No yes No N/A Door vvith or without lttga2 Sidelille(s) X, OX XO OXO jurisdictions. I TAMCO Fiat Top Off-Ridg. Vect with addle for Tire 26 the. static nov'Yonthem Y.qh bate 09109/2026 yes Yes NIA WA from 0.025' Numinum (InswinglOutswng, or configurations) 2 TAMKO Roof Jad6fl2ymertsrNON44VHZ) Rodfunded2yments for use hr FBC nsr-HVHZ 0�,2023 No Yes NUA N;A 2 TAMC,0 O­n.ckV.N 20 0. 0910912= N. Yes NIA .Oi-52�5 juradetions. 3 TAMCO Off -Ridge R.dV.t,,Ith settle, 26 ga- star. rsof-flUt.-th unb,g,,AadI,affl. 0SoS/2026 Yes Yes NIA N/A 4 TAMCO Round Top Off -Ridge Vent %Yith BaffleforTle 26 ga- st.b. ro.fYoritlator,vth baffle OW090026 yes Yes N/A N/A Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Race 1 or 1 Florida Departmend of Business & Professional Regulation P.g' i .f 3 Florida Department of Business & Professional Regulation p.g. i of I Building Codes and Standards IF/2D21 Building Codes and Standards IM2021 Building Codes and Standards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) nd� "el"N' '_� , -' - n g'-'t7 , 0, WNW M 4k, " code entry Daft ca. DO. pending Data coral. Sundt, . We Data Delp Pasudide, 29k Code Enct, .' Pat DUO Data Puldurg Data FLMS9-111311 nice version, hill-fiecturar, R-is 2020 L-no. ion conlopt Enchruser & Liescuse Suflonnitted FBC Audinal A,,,,,d Status Kabirs, Jolley James L Buclsnar. RE. St.an M. Ur.h. FE 11M�2021) 1112312020 11129nO2O thing FI3C Appr- Type Version Iftrufaft- R.Jatoc 21)20 Boost Reeling contact snake, & L-ma Validated By VAIdsh"d ,%bmut,d And.,- Roben LAPMO Units- 2valusfich Gacy W. Worker i 1103J2D20 11�=020 FBCA,,,,,l A,,r-W Illitaft."; 11W2020 Appro,ed! Tince V-I.n Mad.filcityror R.Yisimr 2020 Gleced protection Products. LLC- r attract 1hrolinar & Uccurd. yalfidtatud By validated submitted I'MCAPwoval Amo status Tim Rocin- Waite A TEIR Jr. RE John W. Kracriwich. PE 0910612020 DM812020 1D1DV2C20 12M5)2020 Apprwed CD p2a Entay. or _=Q 2ILe plal& P92 Status Cod.g": Rodfing (501I983-6163 PE-31242 (717) 317-6454 r.l.riturr- R.Ong (0DI) 380-6091 Saivism; 1-1-0. (205) 854,0160 Category- Shutters . H354161394545 PE44167 (954) 7T2-5224 lype Vergion Manufacturer Contact Revision 2020 POLYGLASS USA MauryApert, In A Validated B _glnMr License John W Validated Submitted Pendin , 6Rproved Approved 1012612020 10f22/2020 FBC 12/1512020 subcategory: RoolingA-s-resthuit are., Irt.graIPed.fth.R.m1r98Ysuam C.�ii.n-M.1h.d:E��t..Il.nR��ft.�. Icjitheyelormandocom 8.bC,iuig.,y! Roofing Tires C..pll-.M.th.d:V�.i..ti.R�p.Itfr.�. RobinAnderson(pberatioc; in Subcategory: Storm Panels Compliance Method: Evaluation Report from . 1Ic,ndd.-@g;dpard­ an Category: Roofing S9542331 330S Mal pert@ POlYg a5S-com Robert Nieminen Kne�rerhch, PE wa-MYAL Flonda Registered Arshitest ma Licensed Florida Product E,,duatlon Entity I Florid. R,girrion,dAlrolvii or. Licensed Florid. Pt,oressloseJ Engineer SubCartegory: Underlayments PE-59166 (954) 772-6224 1110112020 Prot'suastonal Ergretr F1.917202*6 Ruaducts Quality Assurance Aojcro�atd to, Use Approved far Us, Impast Doolon FuLM5476-ft Produce I Compliance Method: Use to ease Product M,d,L Huni or "I"' Product N,ioraptlisc Cardona Evaluation Date In HVHZ outside KVHZ Restaurant preatuda, A-wd l'or use Atumvit,ol for Use Impact Design, E Eva luation R eport from Sao # Product Modal, NILrdbiar or Nam, Quality Assurance Appria-d far Approved r Veer impact Dothan Product, Dessuritimn Quottart i ratlari, Data 1, HV4z Outside HVHZ R..1stant laroasture, is Go - y - She so. Star., C.0 nury State 8pht 01 d English ­fl,'t'h &wnip; Impiuct Fiat lonorit, - Denver, CO 12MIQ020 No Yes NfA NJA 111111.9 Product Modal, Numbor or Name Product Dannalabod In HV Cusid, HVNZ R,,Fat,,A Co!:�=ane a Florida Registered I D.,,k-Ak' DA-4 .rTRI-Built Vat,k-A, DA-4 L_ pir.fh,� P.lypropyl.re, Pl-fic, R.cifvehu 12110,2025 No Yes 14. H97.5/-97.5 17 Smory WO - Slare, Sh6k.&.omp Split Stake Flat Profile - Stockton. CA 1 2131 i2O2O No yes NIA NYA 1 20 Gaps Galvants,d Steal Storm, P.cd,MVFFZ Corrugated Galvanized steel Storm Parrals retained IMM/2023 Yes Y. Yes NIA _#_j Architect or a Licensed Maenodlesh)AtaorsCl to Plyvood Not, �8 S...y 8 0 - State Snake S,imnp, Split Sh.k. 5 S-y 700 - stake. Slukst;,.amp� Split Share 0 ' Flat Profile - Felt., CA 1213112020 No Flat Pro% - St.cidoo, CA 1213112020 No yes MIA NIA yes NIA WA 2 24 Gage Golvark,til Sti,cl Storm P.nelg&iHVHZ w not by tmcka to provide hurricane pronaction, Corrugated Galvanized Steel Storm Panels retained 12f3lJ21)23 up Yes yes WA a) Florida Professional Engineer 20 3 .... y 700 - sh.H.. stake 6-P, Split Share 2T Teas raps'. I S.-Isce Flat P,ofilo, - Rush., CA 12131M20 No High Prolic - Katy, TX 12t3l=20 No yes N,A NIA yes NfA WA or lot by trask, to provide hurricaw ".otl.n = a) FL#6259-R31 Products 28 Via L- roofie � Katy. TX 120=20 No Y. NIA NIA = _qUaIW_ASW_-_.0 AD.MUk02L9M A011212MLf-al kno-ke-t rhusig W ie-q-9 Product Modal, Number ou-Ne Product Descript!M Contract E2Spirartion fit HVHZ Outside HVKZ Resistant Pressure Date 1 Polyglass Roof Underlaydrients Rooting underlayments 10/21=22 No ye., NIA -N/A.1-622.5 1 Poyglass Roof Undenlaynnents (HVHZ) Polyglass; roof underlayments for use in FBC1212312023 yes No NIA NIA � ICU HVHZ jur.clel > 2 Polyglass Root Underlayments; (non-HVHZ) Polyglass roof underlaryments, for use In 1212MO23 No FRr nor,HVHZ jurisdictions. Yes NIA -MIA[-022.5 M 0 I Polyglass Roof Underrayments; (HVHZ) jool�glass roof Linctirlaynnerits for use in FBC:1X2W2023 Yes No NIA N/A Florida Department of Eusirl Professional Regulation page I of I Florida Department of Business & Profeaslonal Regulation Pasta i Of Florida Department of Business & Professional Regulation Page I orl L_ HVHZ jurl.didl Building Codes and Standards 1125a[122 Building Codes and Standards i,712021 Building Codes and Standards IR12021 > 0- 2 Polyglass Roof Underlayments (norn­HVH4) Polyglass roof underlayments, for use in 12Y2W2023 No yell NIA -NJAI-11322.5 FSC n.n-HVHZ jurisdi.t1mrs. Product Approval Applicatlon Detail Product Approval Application Detail Product Approval Application Detail 0- I Polyglass Root Undeftyments (HVHZ) Polylitase roof underlaym ergs for use in FSClV2=023 Yes HV`HZ juri,sdictions. No NIA N/A 0 < , , - - � _11.0 1-1- v'�""'�- �4'vn' '� � '�- - " 'i, g'*' "e,o' � e., ,,, _� _"t- , - - "'� "-".�'.�t.'­ , ­n7 ".­.' i'm - 'N @ - 'w' -, ,o gn"�'&' ij­'�.g " , gw"'-'tip'�." """-',"�'-' , '� " "- , � , _ , , " , m�'zqw gg -g . , A " � I vic"', _1(1�� a .� j, �' n '� 90,10.1mv 1'121'1"�c 5, , g1k go " w, a p a I i 11010 Ub­ ft "g � 2 Polyjas3 Roof Underlayments, (non-HVHZ) Polyllass roof underlayments, for use in 1212312023 No F13C non-HVHZ jurisgictimis. Yes NIA +NIAI-622.5 I �11�11' "- � colls, , , � , �A '� ,"i - , __ - , r , , - � - Entity on " Date Date Date Pending 2911 RMIM Contact Engineer Ueernas Validated Validated Submitted FIBCAPProval Approved status code Version Mouniflict Entity or Date Dal. control Eradicator & Licams, Validated Ely V,Iid*,d Date latnillnit Date ;__ , FBCAlarsoval A-..d Code guilty Des. Data Diane P.11dina Date �' L. -0-i I Polyglass Roof Uncerlayments (HVHZ) Polylifiass ropf underlaymenti for tire in FBC1W2M023 Yes No NIA N/A Type Version Manufacturer Risvision 2020 All American Shutters and Glass & Mks Barbieri Frank L Ben nardo. P. E Troy Bishop, P.E. 1012812= 10115�2020 1 1 t0512020 1211612020 Approved DWR .... Re,lewt 2020 Alpine submitted Stood Lavuls ]CC Ev.1tualmn Service LLC Will- M. 12.1.1, PF 10,131020 ID/22/2020 MALM 1145,2021) IVI3512020 Approved T� D. Vemon humufacturar R-ision 2020 Commorciti Concrete Probusminc, cisul East-, & License V.110sted or, Widened submitted FIBC Antorevall Anumviad a" Robert Chile Samuel A. Greenberg John Hoy 12116M20 1VIT2020 12`t?�020 diing FBC Appn 0 2 Polyglass Roof Undeftyments (mon-HVH2) HVHZ jurisdictions. Polyglass, roof underlayments, for useln 1212312023 No Yes NIA -NAI-622.6 category: Shutters Sub0alegoly Storm Panels (561) 712-.9882 FE-0046549 (954� 947-08BO mllisoQallamericanalnutte category: Structural Components SubC.t.gs,,,; Tnu.. Rates (321) 710-3377 (407), 661-1917 a1..daQ.Plnaft­.. Category, structural Comporioncs Subcategory: ProWets introduced as a Result of C413)859-3707 Pli-U245 tM2� 588-5311 pracastgatm@y.o-­m =3 FBC non-HVHZ jurisdictions. Compliance Method: Evaluation Reipot from a Florida Registered Licensed Florid. 15.0m, Ccurriclaacs. Method: Evaluation Report it.. is lonodud Evaluation Entity N-T-hun.logy compliance _0 Atchitecto, . Pir.f.-i-al Engineer FLAI111594R7 Products � Method: Evaluation Report from a Florid. Rieglid-clArchit.cu - Licensed Forid. Professional Engunser 0 FL#1 760-R3 Products quality Assurance Approved f� Us, Arw­d f. Us. Issued l2mle I, L#I 7744tir Prague L_ Qualjt� Assuming fingravadficurUse Approyadfortlis Impact Deem S-00 unni or Nam Product DescrIctlo Contract Expiration Dato In HVHZ OulsidaillIVI-1Z Resistant Pressure Sao A Prod uct Model, Num bar or Nam a Product Description carthanct FX121ration Data in HVHZ outeride, HVHZ Resistant Pressure I M=I.Igh,r Strength jH Suscrip: S) Matel Connector Plot. 12151/2024 Yes Yes MIA NIA Crualthr Assur-an. A-vadfartlis, Ammyrad for Use [,,act Des- O_ 1 24g. G.I,.dl..d Steel Storm Pace. 24go Galvanized Steel Storm Panels 12J31)2022 Yes Yes Yes VA 2 17W BCG/Alpine Hinge Plate metal conneolp, plate i 2IM/21024 Yes Yes NIA NA sea# encoder Model, Whimber or Nam ProdLict Description r."Al"M limication Dai In HvHZ Outside HWZ R"Ist.unt Pressure < 3 Tuy BCGA01fte 7ru. 4 Tw IRCGLkipine Wave Metal connector Plate 12J31M24 Yes more Con -tor PI.I. i2J3112024 Yes, yes NIA NIA yes NIA NuA 1 Quality Presser or Connoterdirl Condrou, Products Prosast add Plestremad Coot,rour Lunteris 0512612024 N. Y. NIA I'dA (D U) -4-ill-if M 0 co =:3 < 0- Florida Department of Business & Professional Regulation Building Codes arid Standards Pag. 2,1`2 3e;2023 Florida Department of Business & Professional Regulation page I .1 I Building Codes and Standards 61144202V Florida Department of Bus�iness & Professional Regulation Building Codes and Standards Page 1 af2 90021 -0 F- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ �­Wll­ , � -, . ' I ­ I I'll - 22.42 Entity - Date Dad� ". pandl., Rd-- � Code Entity or Data Date We Penclina Pat- I � - 1, � I Code Entity ,, Date Dat. Dab PeruclIna Date 1. I " Uj C 1VI". V ... Is. Manufacturer Contact Snaln.. & Lt.-. V.11datsd By Vaildsuid S�bmhdsd FFIC AWrawil Appir-d status im yent., masn.fActuns" Contact ePIA.- & License Validated W Validated submitted FaC Aborpricel Ad,,v,0 status Tvms Voters Manuhust.- Contact Ecol-&U-nee Validated Bv Validated submitted FBC A-,v,l Ann, Jnrai � = R.'Asion 2020 Mine, In,. Category! Strudural Components EricW.1d.a CC Ev.lu.U- Sarm.. LLC lcc: E�W­flmi G-t- (952) 898-8635 LLC. 01JOR2023 12r2OMM CIMW2023 Apploved R.0,asml 2020 wayedso.so, Cat.gunir: dhr�ouinad C­np.nent, Rob B.1d,,Ic ]CC Evaluation Service, LLC lw Lehrer, P.E. 02102J2021 101i=() 02YGN2021 Approved (253) 924-43476 (608)83a-3288 Affirmation 2020 Alpha Auminum, Inc, cadegarry: Panel Wallis jorc 3[[w Luis R. Lomas Steven M, Urldi PL 11111V2020 i1116v2D20 j4071 5019-200B PE-B2514 �71n 311 8454 . 11=020 Apionoved < (D Subcategory, Tru. Phises Compliance In Evaluation Report from o.old.norcii,com �205) 599-980C SulbCaseg.iry, Ehglc..,cd Lumb,r C emp Ilan ca Method: Evaluat1W Re from a R.bart.Burld,lt,@,�iworlh. outer... Subcategory: Soffits . 1ph Wasminumins@y.h. = orb od: a Product Evaluation, Entity pert Pnostud Evaluation Entity C.mpII ans, Method: Evalu at. R admit them . , pride Registered A,,hit,,t or a Lid-sed Plorid� D.smd Z -i fW197,11110, Products, FL#8527.Rtl Products P,.Pa.I..l Engic-, I < Q,unailtyAjouturpoos A .... v,d for Us, Approved for Use I-ect nation Chatilty Assurance Apprini fL� U, Approved for Us. I.P..t lb".101 PLAI 0644.R6 P,sd,ct. I I I I I Sao k P,.,i,,t Model. Murabs, or Name pnodigi, Docorlittlon Cmin-act Ismintl Dat, in HVHZ Oundd. HVH Resistant lom-na S-# Pred,.t Model. Nonni Norse Product D ... ribs. Coob,of liminartivic Data I, HYHz Outside HV R.,jotinot Pressure OM4111V Amatergurnt Apiarovad for Use Approved for Use Impact Dualan _j I M18AHS 18 ga, hIph strength Incis comostor plate 12131QO24 Yes Yes NIA N�A I Ficoul.. LVL Laminated Veneer Lumber 03/3U2023 He Yes N/A N/A §W Product Model. Number or Ii Pripolust Description contrast ftsirallics, oat, 1,HVHZ ousted, HVHZ Resistant F-san. 0- 2 M189HS 16 Pa. super high strength tru" connector plate t 2W(2024 Yes Yes NIA N)A I Panels. PSL D "ImberStruind LSIL Peril Streird Lumber 0513V=� No yes N/A NIA I.-Isirded Stuard Lumbar 03131J202� No Yes NIA N/A I Alpha Aurninuthan Solid &amp: Vented Aluminum Sprint Alpha Aluminum Solid &arnp�Veutiol Aluminum 07730v2023 No yes No N/A I 3 4 Mir 16 MT18HS 16 lie. truss connectur plate 12,31=24 18 ga. high strength trussconriector plate 12131r2024 Yes Yee Y). Yes NIA N/A NJA N)A 4 TJ Rim Board Sirupi.cil C.­ft. Luunipar or Oriented Strandl 03/31,2023 No Yes NIA NIA Cmu &amp; Wood soffill Cmu &amp; Wood SHEET NO. 1 5 MT20HS 20 go high strength bruc-or.ector plets 12)31,2024 Yes yes NIA N)A be d Rim ii 5 W,yehire-r Him gicard .ri`ertod Strand Board a]. a.s1d 03131,2023 He Yes NIA N/A 6 TIL18. M718 14 9s, tru. -nestor plates 12131=4 yes Yes NIA N)A 7 TL20, WT20 20 gai. trues connector oat. 121310024 Yes Y.s NIA N/A 1 1 1 March 6, 2023 ___ -11 PA 1.1 1 A.-• N Florida Dapartrnerlt of Business & Professional Regulation excel d 2 Florida Deparment of Business & Professional Regulation ream all 1 Florida Departrrient of Business & Professional Ragulation P.O.1 .11 Florida Department of Business & Professional Regulation P.aai a 1 c- Building Codes and Starldords anwa22 Building Codes and Standards OAQ=2 Building Codes and Standards ena2a22 Building Codes and S03rxlards wnorrn2 �• ([jCDV Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval App illoation Detail � O L L s,F-��,r. „ �.; . �.� r:..., a r m. - `f �. =•n ,.. _. .,. ,: qr... _..:m:... ,:. .,:a,.:. - ,. "._,.;�`..., `%.a .. . .. ,- ,+ ,.. ..,* r„Yi,t::. .... . 3 „/..,'ii,.. li ro- � . ,' .0 ;:, s.*M.,-. �,...x.'�"tl'm#.,�«.,. a. +.- Q � , , � -,� 5 . � '..l 4�,, 9.. .. �' e , e ,. r .✓. �+"` a '.. -. k. , .. er�.. .. ,.. ,_ •,,, k°+u,''°..:: L; ,.:.. ✓. ,u. ...*'d.. c.. t kE' _i . , , $, �L:.,.,.a.. a. /W O . .... _.. .. ,. ...=A'ufir. .. - .:.�.-.. _, . � .. - ✓n'".c.F' ' .. . ....,.c. , .. � O S9aL Tom• wrsioe Monuleaum Cash, 0.10 Emainm,8tiou Valikeed Di Dee, loommil. l Tea Varelam Mooubotunr EwJwwr$ti.eMa �4 BaNMtMd Dole panda FBOAoeMwl ( AApp_eiwed jQ TWO wnb Msnphoto 6ndn V.11"d FMCAouwsl ApprQw1 CD1 -0 qr wlidnd fubmtbd FBCAoeroad Auamwed am* Tjm wean Ms-blapror came Emalmwr&Limme wNdrtad qr wl14Md oubm MW FSCAliarwN AOPrarW go" con" ysim w wildoud auto r car" or&LIe roe wlmot dqr u# bMtbd aww CU �y Afhrcm$an 200 Pole Damoradem Comewr.Wndows Joe Hayden Sonde Window end Door Jarrles.L Budmer, P.E. Robinson UBMUctuwAasopia w CRUCK Englnewrirs 07MI1M= 07114a= 0712012020 Approved Aerinul 212M Palk Corporation CSNgory. Windows Joe Hayden Bondi Window and Door T_E. W nn, PE, LLC Robinson MonulmgurerAem iallon (681)6254455 0V14=20 07114,2020 Orl2Z12020 Appomed f nrm.tkn 20M Pella Corporation oefte y-Wndows Joe Hayden Sorldf Window sod DpOr James L Buckner, PE. RD61nwn kwutamerAaaoaktlon CBUCK Engineering 0MV2020 0711 12020 OTUICu2020 Approed ANmatlon 2am Polk Corporation Joe Hayden Bondi Warren Sendai T.E. Lunn, PE, LLC 01511412020 0711441020 0712212C20 Approved Coulgalr-Wndow R ernmem PE44135 (581)W2W55 •� }1 �A aebCeeegary: Shgla Nurs (641)0214M (581)4914927 eubCatagarlegigle Nung (a41}62140aa aubCat.aay Fied (641}62140BW (Wa1)4214927 SwKwe9ay: Fired M41)021.00% \.! II(��{lRit VJ •�/� Compllana MSNe l: Cermhol on Merkur Usting P"IkprodlftDv acle a 1111.01231 Campllanae MaMol : Certloc xI on Marker Uvdq DelloprodueMppWixede Camielkna Msthed: Contraction Mont or LW% peeoproduo"roftepe Ila.00ln Canp6sme Mathei "Iuatkn Report from a *IDVQOLVWRrordagpe Hondaft1sbred Archriect Lkenaed Flodde. IILWM ' ; CU v llo.mm or a ProfesslOncl Enpineer �J • FLLI$2l> M Pm:rrr L LL wl Pr.drmt Medal. Number arNama Qwlor Aaeianea Plod WA DaseflMian Ceermat ExnMitlmr Aeuorsd Ford Use Aacrer Dane in HVH2 For Uaa OuLida HYH2 Ilham gta9 d Raaiaent Prraun Peadure Medal. Nunhrr a, News laMWhCdoloma Meduet0arriWtrn CentmatExelraflsn Dee Aeerwvd far use Aeerewtl Fa ua Ouftift E DMa901 ladag R.Nauae AaJE Prather Model. Mumh.r all Nam . DAW LANAMM .. gDaimlen CaMtaat Exel atNa Otl. AOOlmttlFar LA in HVHZ gaea Oumids HVH2 imoo Dallas Ii�N wnr Rr ryro rL ollhrr Asarra AoorwM Far Use Aomoeld rrayDr L) Ira •t ag RI" r nH4H2 D _pmi a Pmdrrll Mad.L Numbe, Ppdemoya11014n Centrae, Reeiratbn Dab in NVHZ orrokh HWZ Wsiagnt haasura Y. 1 . 1 2 Sorm 10120 Hlph PefpmprNe Bangle Hung wryl Blrgle Hung Window (42' x 721) OW1712(27 Na Yee m +"DUO 1 PeY 108.1. Single Hung Wram a5'x90'Mnyl N-lnpad Single Hung Window gW2212022 No Vas No +4040 1 SWIS 10120 Mnyloeedwhd0w(90r X7g') On1W2072 No Yw" red -125125 ether" Yaw Yn No NIA O L� Seise 10120 High Peres-nm Single Hung Mryl High Prrldmmnce Single Hung Twin 060112027 No Yes No '15QSm 2 Pep lO Serer Singh Hung Window 541x OW Mnyl Kanrlmpect Single Hung Window 071MC22 No Yes No +4610 2 Selo 1070 m.Y(mmdwlndew(1081xWY D7n61= No Yea N1 +261-25 1 10Berla Fluge Fixed 10 Berl" 1)2'Fl2np Fixed Window W2812031 ITS '4--aa %� � V ICU a SMa1p2081rgla Hung GonpBankeresN. UT x eF112'1 NADO a Pep 1Banker angle Hung W ndow 54".63' %ArV Non-Inq.ct Single Hung Windowpry0912022 No Yes No +50�-W 3 spin 10f20 Nryl Flrard WUxkOC 0w IN* x O M = No Yee me +W I-M O CV 4 Single Hung idpe 0onpnRa(1W x 729 O501MUT No Ya No +4V4O 4 papa lO Berke Single Hung Wndow 48'x78' Nnyl NOrvlmpeal Single Hung Window OFIGIN2022 No Ya No +5016M FLdYW1.laPmirne O D Tt 5 arise /O203Irgle Xu'g $ad. Mryl$Ingll Hung TdpCmpri0 . rps(IOW s 33,W) 06OW027 No Yes No +3F'36 S Pek/0 added Single Hung Wndow $01xe2'Mnyl Non-knpmed Single Hung Window 0WZ202022 No Ya No +55185 - 1 - - • E /��♦♦ O 6 10r20 BIT Hung Setes10120$Irgla Rung May! Single Hung Twln Oompoaitrlial X S8.5) OW1312027 NO Yee No +35L% 6 Pep 10 Sales single Hung W ndow 38'a77 Mnyl Npn^0mpaot Single Hung Window DTMW2022 No Yes No +W01.80 0mer lli rAeamme Aadr wod For Ilaa Aeannwed Fa Ur L-MM Oadan W L W L T Vary! Bogle Hung TWln 0omposret72'x WOE') 0811812027 No Yea Me +3ayry9 7 Palk lO Forks Bangle Hung Wndow 52-1107x OV Mnyl Non-lmpap$mpk Hung Window 10117i2023 No Vac No +W0F$0 �A Pmtluet Mad.l.Num(r.r atNwn. pyoduel Da.adatian COoraalEadraien Deb mXVNE Outride MV12 IMaiaum gg� v_J `g/'ems $ $coca 10V20 SIT le HUTurg Bene0102P Bangle WUrlg wryl Slrgie Hung Window (4s'x, a(1Dwe5&S'} 06MV2027 MnylBmpk deg WlMor 0BItTIZ027 No No Yes Yea ND +3arsT5 rts FLimo$03.R$Pmatssp ,.. 1 ass. 1W20 Mryl lead wilklaw(Wr X 7ey 07(16M1024 No Yes. No .26�.28 O t1J 9 S.M. 10I20 Hung [48'x72') Mny181ngle Hung window Wllgrl027 No Yes No +3gbag Q,�gp(Aga®ppa ,' Aenrev.i For Um A..rewad For ur : lateral Deem 2 S Series 102o Iwo Myl axed wlMpw(ID8 x64') OI(15Z024 Mryl Fboel Window(8mav8 07fl&2024 No No Yes Yes b No +W0-0). •� � �� �-•� � Q 10 Saco 102 alrgle Hung SIT& wIWxbg-1Mt)- MrDA Singta.Nunp Window l36'xWg-112') 0811612027 Np yes No +3W1.96 �g Produce Maur. Number of Nan" �gy [on Carrronr ErrMrWien Dane in MVHE Quell HVHE Reallmal �gg� Bar" � .� 11 BWIa iM061ngI.Hung aryl akpie Hung Window [45'x89') 0WI1712027 No Yee No +35-35. 12 Be" 1(y20 Blrgle RUng Marl Slrgla Hung Window (3$•x72•) 0811612027 NO Yes N7 +3a439 1 Paolo Bedew Single Hung Wndm 36'xg(r Mnyl Non-knpeatSingle Hung Window gWIN2028 No Y. No +4gd-4p 13 Srnra1N20151MI.Hung wny)BIT Hung Twin 0.11 e(72'x 63.W') 0OF2312027 No Yes No +36F35 2 Perkto Serape Single Hung Wndotr 64'x97 Mnyl Non -Impact 81Ve Hung Window 0W0912023 No Ya No +45645 14 10 Bones l0"2081ngle Hung Sroles 100 Single Hung Mrryl Sleple Hung TWin £bmpes0e (86.6'x53.e' (e121(2027 Wlyl$Irgle Hung lWm ComPmik(a6.8'x71') OW1712027 No No Yee Yes NO +W-35 rk +3," a 4 PaRr 10 Saw. Single Hung W ndwa Poo 108enea angle Hung Wnoar 54' X tt3 Viny Non-o yaatsingW Hu g rtagow 0SM94023 39'x62' Mnyl NmHmpaet Single Hung Wlndexe 01%7212023 No No Yes Yoe No +60-W No +65r-85 1W Soles 1(YJO Single Hung Mry491rgle Hung Twin Composlts (72'x 72'.) 08(16I2027 No Yes W H5.4U S POOo 10 Berlin angle Rung Wndow 52.1Wx WO' Mnyl NDMAmpacl Single Hung Window 10117=3 Nu Yed Me +6b40 17 Series 1040 Single Hung aryl Fixed War Single Hung RankeJIM x72* 11)fm 21 No Yee Me +35130 _FL:1H12a8at13 Prodasls 80 .lin kAN ILaaa �Dt Podded Mal limber e,Msm. Prodre2 M.erialm Caae.a in HVHZ Outakle HWZ Raaiab i •Pyggpft 1 1SO series orThermalar or Encompass orAwtrs High Perfidmane Igle Hung MW High Porlmmance 61ngk Hung (42 x T2) OW171202T No Ya No qv-m 2 1lM Sena orThannsahrarErrmmpaaa orMand Her Mnyl W Porlomranm Bangle Hung Twin 05010WIF No Yoe N) +so'w Perrormence single Hung CAngWOe(72' xeS-Ia') 8 1so Was NThrmseeror Enopmpab orAve" Single MV Singla Hung Trlpls OOoomido(10Vv72) 0811512027 No Yes No 4-4040 Hung 4 190 Serlm a7hermaaror Enmmparm 0Awl Single aryl Single Hung Triple Corcposite(10an x5W.r) =2312027 No Yee No +35-33 Hure Florida Department of Business & Professional Regulation Pawl all Florida Departrnarrt of Business & Professional Regulagon Pop 1 al Florida Departutert of Business & Professional Regulation P401.12 Building Codes and Standards ana2o22 Building Codes and Standards 5naag22 Building Codes and Standards w10=2 Product Approval Application Detail Product Approval Application Detag Product Approval Application Detail ' - . _, _-- _�. ._: .. , , _. r - ... ,�.. ,... . � ,.:. ,. _ . _ -_: k .. _ >.... , �, . _ ,.... � .a ..- .. ...'ti . �. .,. .,. I _. .✓ . �.: _,. :.r _ rx,;` - _ � _. _- >._ i a. . �,. �,., :ate. _ �..:;� - :...... .. .. s. .-,_ � .. s. a -s+ Y. _. -. ... r .,.,,.r �-,-•:-ra,a., .a.. � .;.,v y , 'i.% ,.� =a:-. Rmk Entity ar aft Dim Dap Wadnn Dry. Cade lbdoxor Dace Dab Palo Peaana oxide C-ok EalWar Danl, Dim- Dee WMns DOW nam Vanala. Manufacture Enclose,& Umass ValWrfed Br wOdatsd ialumh FBCAaarov"1 ADOWed out" Tra! *,We WnaBoaor Csatsa End".,A t2e YaidabABr ilbled SAffift FBC Aeerewl rAPPmwed $f Two Ybmlo. Ms.mkoxyrer *.r4ig Eaaasri Liaems wlid*W 8r wridwd aotimtikd FOC Aarawl AApp_rowed! slabs A9irmation 202D Polk Corporation Joe Hoyden PoMI W Mow and Doe, James L Buckner, P.E. a 07114120M 071142020 0712012020 Appmweo Aflrrmtki n 20'A Perk Corporation Jae Hayden a.ndl warren W. Sdmekr, P.E. T.E. Lunn, PE, LLC 07M40020 07M4M2O20 o7M10(202o Appm ed AamWden 20M PeIM Corporation Joe Hayden Banda W ndow Wfd Doer James L Budmr, P.E. a O711412020 0T11412020 0712W2020 Appmced Comearr.. windows Robeson ManifammerAmoesUm CSUCKEnglneodng Cap9aryc Wndows Robinson PE44136 (681)62544w Cste$ey. Fleenor Dmrs Robinam ManUldCWmrAsmplall0n CBUCKEnglneedng aaa0an9ay. Horhomae Gilder (641)EM.B g (951)4Wi4927 aubCabgwy.. llatarblBlidor ($411121.50sa isloCabyarlc ailing Ekedorpo Amwmb8.a (B41)6Z1-gOB6 (Wa1)49149Z7 Oanpliono" Method: Certimollon Mark or Us0ng Reikpodudappm alope C"liaer Matead: Ewalualon Report Doma DidOProdudapPro"Goe C-POenea Mdkd: CerMkdlon Mark all US$ng P.11 pmdudappro Op. lip... FlCdda Reglberacl Arch lwocor a Lbaiaed Penile ila.mm I18.0om FLaltfg7:117Pmauela Pipiprlryl Englner pf,W11S:Pmiem amildhAELESSM Aa.mrd Fa use AgooNd fa um imam 229a0 Fta12211ACPreduene 9aelDtaAtllmaa A-1 ft.gac A-r,,d hor Up [mmid Rom Ama Prelim Model. Ntender atNo" Peadud D.rriaean Cgmrrt Esalroki, Dab in HVHE Outside HYHE ,8ggjgf R+seum grol(trArenraM" AeeravM For Uri. AnrarovW Far Us► Imgygt DNgao E Probrt Mae•I. Nunea.rNaa. Rrodat Description CsarmlErrMraMn Dees In HVH2. 9WSW.HVN2 PAGidso Prrow 1 gales IQ208liding Window Mrryl Blding Window COX or M, 78-107x Go) 102712023 No Yn No +3W�0 game Pmdud Mario NunbworNra Rmdumlowarly" Cedmet Brebdkn go In HVHZ Oubme HVHZ a n su 1 Bad IV20(2681 lTCllw Oom V[oA2-PanelpX'SIIdIng Dlaa OwriWxga'}. 11(30M2021 No Yee No +2&45 2 $ats.10f20 gilding Wlndaw Mryl$Ndlrs M4rxtoW [O7(pr %O, Tl-1/2'e3W'i QdM2@f2023 No Yes No +36F26 1 8eda to Batling WINdee Series l0 Vbyl Fkngod 8IIdT Windows 0WY1bM2081 No Yes No NMA 2 gales 10f2012b Biking 0laei Door Mnyl9lrgle P4rlpl Flled'0'Door (Sidellk, 24.1515 00M281ZOZ2 No Y. rts +BSUS a 8-I 20 SlldlnWindow Mryl Binding Wind=(XOX, 108' x 80'} OW70023 No Yes No +30Jm x81-1MC) 4 $edge Iwo $Ilold: window Very! Eiders W r4ow Q(0X, 10$' X W) 0=712023 No Y. No, +35+95 a Series 100M25 Seling Oland Door 'ARA 24wanel Or gliding Glad Door(7'I x 112'} 1010ek2oZ1 Me Yee N2 +35f-W 4 80nes 1pf20ML6Bad Ing 0len Door Veyl SIT le Pw* F0ted 808 Door (Side] ftl 47-IV 0112W2C22 No Ytn me +20,45 se-1r29 - AtddaaeJllA.Pmd,.ene. - : OmOlrAraraMe Aaararall be Us. Asarowal be Uae lawal Oman Row Prduat Modal. Wallow or Nan. WrMmlDa.miMian CankrrkEsetrdisnDab I.HVHZ Ouneid. HVHZ RUTAet Hiroo 1 8Wia 100 or Ergompepe orAvanj adlig 0ku Door Myl 2-P n01'0X' Slicks pass Door(a6F11T x OW2412031 No Ya Me +25-25 9F173� 2 Sales 193 or Enmmpaa arAv.M ailing Glass Door Mrlyl Skgie Panel Flxed'C' Door (SWIle, 35.1R'x 0211WO32 No Yes No +40L.Q a Series 130 m Encanims mAwnB Slld0ng Goes•Door MrA24lerol'OX' 8 ding peaDoor(77 s82") O8105111022 No Yes RD +3&45 4 Series 180 or Emornpess orAwwd 811ding Ohm Door WIyl Single Petal Flxed'0' DOW(SMelk, 47-Irex 0211IW2032 No Ya 4d +25.2Wspin0aal0r 7.r-2 Ada rra Accrued For Use r Aa"r4w rw use yellow DuranDOI prra1 Pradeat Model. Nudlim at Ns.e Contract E.airadoo-Dar 'Aryl N 2 Ouneidr t1V11E �a191D1 Serlds 18D m Eroompess orAYangBiong Gkae Door 24bnel'0X'alding pass door OW112'it 0W2412031 95112i No Yes w +21VQS 2 Serlea 150 or Er paw mAw U Slltllrs tikes Odor VW Single Pawl Fixed 10' 0por (Sideft 35-17 x 02n612031 No yes No +4a"() O i = C= $1-1MJ7 t� CL $ $ode4150 or rmoxxprps prAwl Siding .GLiss one, mryl 24tannel ro0)17Gldlrs pees Door Vr282') 0012412082 No Yea me +m-as C rip C") C14 4 Sarwo IM or E-pem erA-9 ailing Okla Odor Ylrryl SlngW Panel Fixed 10- Decor (SIdrI0447-1WA 0g1160032 No yes No +261-25 .n M $6.1f27 N C � O n_ N p c Qy Q. ad e CA o tz u io 3 t° � oy � ad > H � C rO Cn E �a C.10 CIO O 0 ` O rL Q 11--a/ 0 Lem V / ICU L) m � 0 O w� z� Z Q J SHEET NO. March 6, 2023 PA 102 -- I - (� Ah IJI I r IIA 'L...ul JI UU&I'Allx I , . L. I It.;1 I111: LI II:r I l-; 1 L L I ,ria:I O U O CL Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals listed belovd, CLICK HERE" updated 12/30l2020 Simpson Strong -Tie 2020 FBC Approved Products For direct links to SST listed belovd, CLICK HERE. Updated 12l30/2020 " • Simpson Strong -Tie 2020 FBC Approved Products For direct links to SST "led below, CLICK HERE. Updated 12M/2020 � Simpson Strong -Tie 2020 FBC Approved Products For direct to SST fisted belovd, CLICK HERE" Updated 12M,2020 Q O � O 'ierrtl-Dad , all approvals ,.., all approvals � - „ links all approvals 's "-Datle 0 o F additional information ar add I regarding Florida's lewide eSte Product Approval lain and n. e M Cant .9.. 9RP System e Notice of Acce an a tJ CLiC HER E. y pt c (N A}, K < Fa atlditlonal Information regarding Fldrltla's Statewide Protluct Approval System m and INiami•Dade County i e - .. S's CLICK HER •. Notice of Acceptance (FJOA), C e Far aeddiona nformaGon regarding F dr tla s Statewide ProtluctA- rowel System and Miarru-Dade Count 1 I r Florida's _g PP y5 Notice of Acce tance.(MOA}; CL C HERE. Y p -J_ K « For Information regarding FlOrltla State de Pr uct Approv I Sys em and Misnu oun 9 Statewide Product a t C t N of Acceptance FDA CLICK NERE. y once A p e (J ). . �.. U P FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-516" to 3- V 9/16" and heights ranging from 4-5116" to 11", Concealed flange Sea # Product Model. Numbar or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version {HUSC) available for models having width equal to or O O .� 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stainless steal masonry screws 1 A21, A23, A33, A34, A35; A44 Angles 1 BT, BTB, 8TH Brick Ties greaterthan39/16". - L 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in vdidths ranging from 1-718" to 3- 0 Q C 7 3 APB44, APB44R, APVB66, APB66R, APS88, APB88R, AP81010, APB1010R, APV844, Outdoor Accents Post Bases 3 C514, CSi6, CS16, C520, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16", O _� _ FL#9589-R6 APV644R, APVB66; APV866R, APVBB$, APV888R, APV81010, APV6101 DR 4 CSHP18, CSHR20 Coiled Straps 13 LGU325SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers Co 0 -4.- 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers IM -0O Seo # Product Model. Number or Name Product Description APVDMR-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers •� Q 1 5010112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Ht, H10A, H2,5A, H$, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 4- L 2 SO9112, SD9212 SDIC112, SDIC212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT8, APVL4; APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15M(5". (n O Q 3 SD911258, SD9212SS Strang -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 HurricanaTie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.62-SDS, MG1JT.00-SDS Face -mount hangers�- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 1 D HSS2-SD51:5, HSS2.2-SDS3, HSS2-3-SDS3; HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- V ! Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" and heights ranging from 5-15116" to 19-112", 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700. SDCF22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HT524, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS0I6KTZ, HTSQ20KTZ Heavy Twist Strap 2D SUR; SUL: SURE; SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from 3-1116" to 13-314". 7 SDS25112, SD525134, SDS2520Q SDS25212, SDS25300, SDS25312, SDS2541 Z Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version.(SURC, SULC) available for all double SDS25500, SDS25600, SOS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS251128S, SDS252OOl SDS25212SS, SDS2530OSS. SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, HB, H1CA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LT516, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11.114", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MS727, MST37, Ml MST60, MS772 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4893, MSTC6883 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MST148, MSTQ0, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2 ATUD;3, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS16, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-116" to 50", 3 BP318-2, BPI/2, BP112-3, 6P518-2, BP516-3, BPS14, BP3/4-3, BPRTUD34 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ26LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ2I ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-5/8" to 7- 4 CNW3/8, CNW112. CNW518, CNW314, CNW518-112, CNW3/4-518 Coupler -Nuts 25 LSSR1.81, LSSR21, LSSR2.37, LSSR2.56, LSSR216-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW612, RCWB74 Wall Bracing 118" and heights ranging from 8-114"to 24". 5 CTUD55, CTUD65 CTUD66 CTU075, CTUD76, CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RP528 Repair Plate Strap 3 Il series hangers Top flange hangers available in tvdths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML267, ML287, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4; SP6, SP8 Stud Plats Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUUS, RTU06, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8" Heavy Stud Plate Tie 518" and heights ranging from 9-114"to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU20, MMLU26.2, MMLU2B, MMLU28-2, MMLU210, MMLU1211, MMLUf39, MMLU1311 Face -Mount Hangers 32 SS1.5, l SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to S- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/Z'. 10 URS3 318" Uplift Rod Run Tiedawn System 32 RST-3 Roof Tie -Down 34 TB20, TB271 T830, T636, TB42, TB48: TB54, TB56, TBSO Tension Bridging 6 EGO series hangers Tap flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod RunTledown System 33 RTC22Z, R7C42, RT=, RTC44 Rigid Tie Connectors 35 TWB10, TWBf2, TW614 Wall Bracing 114" and heights ranging from 11-14'to 3Z'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7I8" 13 URS6 3/4" Uplift Rod Run Tiedorn System 35 TJC37, TJC57 Truss Jack Clips 37 WEI06, W8106C, WB126, WB126C, W8143C Wall Bracing and heights ranging from S-112" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 1`010531-115 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7fS" 1 DTT2 Hold-down Sol # Product Model Numbercr Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CSH2.37x975 Concealed hangers and heights ranging from 10-112"to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, CHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/13"to 3-9/13" and heights 718" and heights ranging from 7-112"to 32", 4 HDU2, HDU4, HDU5, HOUS, HDU1I. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3:63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, 11GL17.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRO66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-516" to 7- 9/18" and heights ranging from I S" t0 26'. 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5y116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS: HHGU5.62-SDS, HHGU7,00-SDS, HHGU7.25SDS, Face -mount hangers 3-9/18" and heights ranging from 5-3/8" to 13-1/8", ID PAI18, PAI23. PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTE HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers V2"and heights ranging from 3-7t16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 T024, TC26, TC28 Truss Clip HHUS726/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA-422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422; THA426, THA422-2, THA426-2 1/6" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series. hangers Top flange hangers available in wdths ranging from 1-9116" to 7- K� 12 THAI1.81f22, THAl2.06122, THAI2.1122; THA1222, THA1322, THAI3522, THA1422 AdjulabbliaTruss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3t5'to 28", CV 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9115" to 7- N 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU2B-2, HTU210.2 Face -mount hangers 112" and heights ranging from 5-318" to 32"" v t v 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- > LLJ 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19.114". Concealed flange 518" and heights ranging from 9.1 Wild 16", (1.8 0 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models Saving width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights c� 18 VTCR Valley Truss Clip greater than2-9/16". ranging from 5.318"to7.114", Q c Cc r,, � m 10 HUC01.8119-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCO210 3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights X SDS, HUCQ410-SDS, HUCQ412SDS, HUC05.25/9-SDS, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3/16" to 13-118". H Cc SDS, HUC0612-SDS y c N zt T W Y O) y = y O t O V � 4 3 3 M =CS Qi G ifl O d V O w QL� •� Simpson Strong -Tie 2020 FBC Approved Products Updated IZW/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IMO/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 C=For direct finks to ell SST approvals listed belov: CLICK HERE. . For direct links to all SST approvals listed below : CLICK HERE. . For direct finks to all SST approvals fisted below, CLICK HERE . For direct Inks to all WT approvals listed beloa5 CLICK HERE. For additional information regardingFlttida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance NOA CK HERE. PP YS Y P ( )� �l � For additionalinform lion r ardor Florida's Statewide Product Approval tam and Miami- a County a regarding PP System Dad ty Notice of Acceptance NOA CLICK HERE, P ( }� w For additional infamationre regarding Florida's Statewide Product Approval tam and Marta -Dade Count Notice of Acceptance NOA iCK HERE. 9 9 PP YS Y P ( }� � - For additional information regarding Flodda's Statewide Product Approval fain and Maori -Dade Oxwn Notice of Acceptance NOA , CUCK HERE, 9 9 PP System h/ P ( } 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-RS 18 S/LBV1 56, VLBV1 81, SLBV2,06, S(LBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-118". S/LBV3.56, SILBV3 62, 51LBV4.06. S/LBV4.12, SILBV4.28, SiLBV4.75: S/LBV5.50 6 Strong -Dolt 2 (STB2, ST62.4SS, ST82-6SS) Strong-Eoh 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, S1DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from9-3116" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil 00 gal 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchor' for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" 10 5- 2 HRSB, HRS8 HRS12 Strap Ties 21 SP4, 5P6 Stud Plate Ties available with hex head In carbon steel and Types 504 and 316 718" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HLJCQ310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 5- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 7HG02SD83, 7HGQ3-SDS4.5, 7HGQH2-SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hangar 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rani Hanger (IHDB25158RH, THDB371581RH, THD37212RH, Then HO Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SOSHDG, CCQM4-62-SOSHDG, CCQM5-50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.82-SDSG; CCTQM5-50-SOSG, CCCQM3.62-SDSG, CCCQM4.62-SOSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16 2 H16.2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#108fil 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G•KT, Masonry Pier Caps 2 Er•HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQM04,62G-KT ECCLLQMD5.50G-KT, ECCLRQM03.62G-KT, ECCLRQMD4,520- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea# 1 Product Model, Numbar orName ABA44, ABA44R ABA46, ABA461R, ABA66: ABA66R Product Description Adjustable Post Base 6 7 HGAM10,HM9 HHETAI6, HHETA20 HHETA40 Masonry retrofit connectors Heavy Embedded Truss Anchor 3 KT,ECCLRQMD550G-KT HGUM5.25, HGUM550, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry 4 5 Strong -Bolt 2(STB2) Tlten 2 Strong-Bolt2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete }e A` W 2 ABU44, ABU44R, ASU46, ABU46R, ABU5.5, ABUS 6, ABU65, ABU66, ABU66R, ABU88, Adjustable Past Base 8 HHETA24, LGT2, LGT3-SD32.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3 LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4. LGUM210.2, Hangers Masonry Beam Hangers 6 (TTN2) Titan HD T`HD-H4SS, THD-H5SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for Concrete available in 304 CD ABU88R, ABU1010 ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steelwith C_ y 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 MEfAl2, META16, META18, MEfA20, META24, META40 Embedded Truss Anchor 5 MBHA3.12f9.25, MBHA3.12111.25, MBHA3.56/7.25, MBHA3.5619.25, MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. z 4 AC4, A04R, ACE4, AC6, AGBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56118, MBHA5.50l7.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46. BC4R, BC6, BC5R, BCB, BC52-2/4, BCS2-3/6 Post Cap 12 M7SM16, MTSM2C, HTSM16, HTSM20 Twist Strap for Masonry MBHA5"5019.25, MBHA5.50111.25, MBHAS-50/11.88, MBHA5.50/14, MBHA5-50/16, 6 CB44, Cil CB48: C866, CB68 Embedded Column Base MBHA550118 cu 7 CB5044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBS086-SDS2, CBSQ88-SOS2 Embedded Column Base 6 M13HU3.5619.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.561141 MSHU3.56/16, MBHU3.56/1 B, MBHU5.5019..25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.50114, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1J4" to 9-112" and W2 ranging from 3-5f8" to7.112" FL#11496-R5 MBHU5.50/16, MEHU5:50118 Sea # Product Model, NUM perorName Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-112" and Seo # Product Model. Number or Name Product Description 1 X3497016.5K X1S1016, X191016.4K, XQi S1016, XQ1 B1016-4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.518" to 7.112" 1 OTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HO19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping ^ �•i� 11 EPB44A, EPB44, EPB46, EP566 Embedded Post Base 3 HD3B, HD5B, HD7B, HDOB Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Seo # Product Model, Number or Name Product Description 3 XMQ114S1224 XMQ114BI224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O i3 LC844, LC866 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500 SOW22000. SDW22638. Strong -Drive SDW EWP-PLY'and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 XQ114S1224 X0114B1224-2 5K. X114S1224, XQ112SI224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point 15 MPB44Z, MPB662 MP1388Z Moment Post Base 2 SDWC15450: SDWC15SOO Strong -Drive SDWC TRUSS Screw 16 PB44, P644R, PB46, PB66, PB65R Embedded Post Base FL#13628-RS 3 8DWH19300DB SDWH194C000, SDWH19600DB, SDWH19800D8, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU3481Or6-51K #10-16 Strong -Drive XU Metal Self -Drilling: Tapping Screws with 17 PBS44A, PSS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276000, SDWH27800G, SDWH271000G, SDWH2712ODG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 19 PBVQ PBV10 PC44-15, PC46-16, PC48-16. PC64-15, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Past Base Post Cap Sea # 1 Product Model. Number or Name 9B5/Sx24, SB7/8x24, SB1 x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS164O0 SDWS19600, SOWS1971Z SDVVS224DD,SDWS22500,SDWS22512, SDWS22500. Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) O EPC64-16; EPC66-18 2 SSTB16, SSTB20, SSTB24, SST628, SSTB34, SST636, SSTB1 OL, SST82OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO L 20 PC4Z. PC4RZ, PC8Z, PCBRZ, PC8Z, PC81RZ. EPC4Z, EPC4RZ, EPCEZ, EPCBRZ. EPCSZ, Post Cap SSTB28L 7 SDWS223000B. SDWS22400DB, SDWS225ODDB, SDWS2260DDB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DE Sea # Product Model, Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS2251203B Outdoor Accents Structural Wood Screw 1 DSSC643.5, DSSCB46, DSSC048, DSHS Bypass Framing Drift Strut Connector /71 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274OOSS, SDWS275OOSS, SDWS276DOSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45 5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector V'^/ SDWS271000SS, SDWS271200SS 3 FPHSD34S1O16, FPHSD34B1016, FPHSD34B1016-5K FPHSD3451214, FPHSD34B1214, FPHSD34B1214.5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws ICU FL#10866-R5 Sea 9 1 Product Model, Number or Name CMST12, CMST14 CMSTCI6, CS14, CSI6, CSI8, CS20, CS22 Product Description Colled Straps 1D 11 SDVVV13400 STN22 Strong -Drive SDWV SOLE TO -RIM Screw Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25 LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MST126,.MST136, Straps 97 mil (12 go) 5 LSSC425, LSSC6 25 SSC2.25; SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model, Number or Name Product Description MST148, MSTI60, MSTI72, SiMST27, SIMST37, SIMST48 MSSC425KW MSSC6.25KW C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps PL#15363-113 6 RCKW3, RCKW5 5, RCKW7.5, RCKW38. RCKW5.58 Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mil (1 B ga) 7 SCB43 5, S0845 5, SCS47 5, SCS49.5, SCB411.3, MSC845-5, MSCS47,5 Bypass Framing Slide -Clip Connector 0- 3 GH46-6, GH46-8, GH48-6: GH48-8, GH410-6, GH410-8, GH66-6. 0H56-8. GH68-6, GH68- Girder Hanger 5 LSTA9, LSTAI2, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sep # Product Model, Number or Name Product Description 8 SCS32.5197, SCS62-5/97, S0562-51118, SCS82-5)1IS Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUEH3.25 Bridging Connector 1 AS 18, AS 18S5; AS 18S6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head-of-Wafl Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLB51), GL67A GL67B, GL137C, GLB7D Glulam Bearing Plats 7 LTP5 Lateral Tie Plate 2 AS 20H5 20 ga. High Strength Truss Plate 10 SJC8,25, 5JC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 0 ICU 6 HGLBA, HOLED, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 gal 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 go) Screws LU 8 UFPic-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18. MTS20. M7S30, MTS24C, MTS30C Medium Twist Straps 13 X01S1018, X01 B1016-4K, XQ1S1214, X01B1214-3.5K, XQ7881224, X078BI224-3K, 410-16:412-14: and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/B1.56, SM1.81, SIB2.06, S1BZ37, 5/132.56, S/B2.68, S183.12, S153,56; SJB3.62, 511B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224; XQ114B1224-2.5K XQ112S1224, XQ112B1224-2K, X3461016l X1 S1016, X161016.4K, X181214, X1 B1214-3.5K Tapping Screws a 13 SIB4.12, S1B4.28, S164.75, S1135.50 S1BA2.1218, S/BA2.12110, S/BA212112, SIBA2,12/14, S/BA4.18/8, S1BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description z SIBA4.18/12, &BA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW 75, GW-1100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, SIH088, S/140103, SIHDIOB, S/HO15S, SIHDI5B Holdowns 3 PDPA, PDPA-K, PDPA-MG POPAT, POPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, SIHDU6, S/HDU9, 81HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 -- - �I -T-M-TTIT illfrIII ; A T,u u,, ,e Icm,,., - - A 1lri r -r1 MIAMI, PGTIndustriesjuc. U) co 0 -0 > =3 (D 0 _0 L_ L— mmo FRODUCTCON-MOLISEC-nON PGTIndustries.luc. (D C�L = PGT Ladustrio&. Inc. a) CL 0 0 I 180z, SWwmstree� P-om 2a's NN 0 T IC E OF A C C f P TAN, C E.- T. V E D I C E S U, B M T E D NOTICE OYACCEPTANNCE:L EVIDENCE SUBMITTED co -0 _DFR4RTMMT OF REGULATORY -AND LC41NOWC RKS01URCES (RER) Mism FkTWa 331,75-2474 B0.XRD AND CODE ADMDC[&T1L4LT1GND1VMON T(796)31_5-'_)590 Ft7W)315-2599 NOTICE Of ACCEPT-AINITCE., ENTI)ENCE SUBMITTED A.-O Q) (3j C-) U) N0TICE OF ACCEPT.A-NCE (-NOA) www_xdziuA"e."y1aronawv 1. EAidence submitted under previousNOA A. DR-ANXT; i1GS B. TESTS (continued) D. QU.ALITY ASSUFLkNCE L Miami Dade Department of'Regulatory and Economic Resources TER)- = M -M (D -0 0 -0 0 0 PGTIndustrirs. Inc. 1070 Technobgy Drive. I - Nfaimfacturers die drawings and s;ectiom. 5- Test report on 1) Air InfiltraticnTest, per FBC. TAS 202-94 0 -North Venice, FL 34275 (Subinifted ander A'0A No. 11-01077. 04) - 2) Uniform Static Air Pressure Tc-A, per FBC TAS 202-94 E. MATERLU CIRTIRCATIONS = = LL SCOPE: 2- Drawing No. 3ID-5570.0- titled �Vtnyl Shdiqg Glass Door NOA (LNIY', sheets 1 3) Water Resistanze Test. per FBC, TAS 202-94. 1 . N ot ice of A c ce Pt a nce No. 15�_ 2 & 14 i&�, to Vision Extrusion Limit ed for their .0 CU 0 ,- Co T11is NOA is being issued undeer flie,applicablerules and regulatiom goxw=ing the use ofcambuctionmaterials. ille through 21 of 2 1, prepared by manufacturer, dat ed 10 110 5115, with revision A dated 4) Large Mksile Impact Test perFBC, TAS 201-94 6 -C Exterior Extrusions for AVmdows and Door�-. d2ted 0&13/1 _15. -111dre Rigid PN 0 > U) -0 E 2 documentation submitted has been reviewed and accepted:by Miami -Dade County RER -Product Control Section to OV05A7, signed and sealed. by A. Lynn Miller- RE. 5) Cyclic Wind Pressure Loadiagper FBC - TAS 203-94 expiring on 093a,'19. C/) (D b e use, d in NU= D a de Co unty mW other area s wh= aH, m�id by the Autority Em-mg liariz&iian: (ART)., 6) Foxed Entry Te&(- per FBC_ TAS 202-94 2, Notice of Acceptance No. 16�020.08 issued to Vision Evmsi(m I;miited for their "NT 2 CID COG This.NOA shall not be valid afte er the expirati(m date stated below- The Nliami-Dade Counn Product Control See tkm B. TESTS along with m2rked-up dr glassdoor.. prepared awkags, and itistalhtion diagram oftinyl sliding 1000 Tan 2,02, and hghte r Shades (Non-TV-1tite) Rigid. P117C Exte -boy Extrusions for F U) (La INfiam Dade County) an&ortheA1U (in areasothertha.a-Mum Dade County) re s erve the right to have this 1 - Test report on 1) Uniform Static Air Prrssure Test per FBC, TAS 202-04 by Fenestration Testing Lab, Inc., Test Report No.. FTL 8:549, dated 1100 1 6/15� signed and 'W"indows and Doors", dated 12,10.&M.. expiring on. 12P2%21_ product ofmaterial testedfct-quality-assurancepWou-n. LfikisproducTorniaterialf�ilss to peffonnin the accepted 2) Large Nfissile Impact Test per FBC-_ TAS -101 -94 sealed ky Idalmis,Ortega� P. E_ (Tea report revised on l21'044 5 and 022111116) T 3. Notice of Acceptance No . 1--"528. 15 issued to Vision FIxtrusion Limited for their manner, the Ma etwer will incurthe expense ofsuchte;sting and the AlUmay inmediatelyrevoke, modify- or 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 -6. Test report on 1) Air Infiltration Tesa, pff FBC, TA.S 202-94 ­Brorwn Coated (Painted or Lanimated) White Rigid PVC Exttqior Extrusions tor suspend the use of such product or material. widLin their jurisdiction- RER reserves the rightto revoke this along With marked -up drmrings and iu�ion diagram of%inyl sliding glass door, prep2fed 2) Unifonn Static Air Pressure Test- per FBC. TAS 202-94 W-indows; and. D oo,_S7-, dated 08A 3115. expiring on 09,30119- acceptance, ifit is determined bvNLmni-DadeC.ounfyProductCotitroI Section that diisproductormaterial fails to meet the requirenients ofthe. applicable building code- TL 87 by Fencstration. Testing Labt, Inc_ Test Report No- F 717, dated 1107115- ped and , k 3) Water Resis=rt Test per FBC. TAS 202-94 - 4- Notice ofAcceptance No- 16-0711.02 issued to ENERGI Fenestration Solutions USA, -on This product is apprcnTd as described heminandhas been desi�v .ped to comply with &e Florida Building Code. 4, sealed by Idalmis Ortega, R E. (Test report rmised on 02-115116 and 02)2 46) 4) Large, 'Missile In4met Test per FBC, TAS 201-94 Inc. for thek "TAN 3640 and Li ghterSha_des(Nl -XMte�) Rigid PVC Extefloi 21 includin, g the lhgh V610C.ItY HU=kne Zone� Test repoft an 1) Air Infiltration Test, per FBC- TAS 202-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 f ExUrusions for Windows and Doors- dated 0915,1167 expiring on02*412 Drscmmai%7: series ","557011770" Vinyl Sliding Glass Door (Rtinforced) wlwo 9CF & 1354 corners-L-MI 2) Uniforru Static Air Pressure Test- perFBC, TAS 202-94 along withmarked-up drawings and mist2liation diagram ofiinyl sliding glass door-prepared 5. Notice of -Acceptance No- 16-0'712.414- issued to ENERGI Fenestration S olutions U SA_ 5 - APPROVAL DOC 1_711ENT: Drawing g Glass DoorNOA sheer, AM-5570.0 Rey R titled "Vm34 Sliding 3) Wat eT Resistance Test, per FB C. TAS 22fr_ -94- by Fenestration Testing Lab.. Inc- Test Rq3ort No, FTL 95.52, dated 172,104115, signed and Irv- for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior ,No. I thro tvgh 2 1 o f 2 1, p rep a re d by m armfh cc um� date d 10 �0 5A 5 a ad last rev-ised on 02A I �122 1, signed and sea le,. d by 4) Large Nlissile1n4ma TeA per FBC, TAS 201-94 sealed by, Idalixis Ortega, P. E_ (Best report revissed on 021512016) Emu-nsions for Windowq and Deat-5�' dated,094 5 46, expiring, on 04,1612710 A. LynnMiller, P_E_. bearing the Xliarni-Dade CountvPircductControl Revision stamp; with theNoticke of 5) Cyclic Wind hrmire Loading M FBC_ TAS 203-#4 6) Forced Entry Test, per FBC, TA S 2 0 2-94 7, Testreportort 1) Umfom Static, Air Pressure Test- per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TALS 201-94 6- Notice ofAcceptance No.- I"712P.03 issued to ENERGIPeaestrationSolutiDns USA, Inc. for their"Whire Rigid PVC Exterior Extrusions for Windows and Doors"' dated Acceptance number andexpiration date bythe lNfiami_hade County Product Control Section- MIS SaX LVT ACT RATLNNG -. a] ong with marked -up draw ings and installation d iagrain o f vinyl sliding glass do or. paTared 3) Cyclic Wind Pressure Loadingper FBC- TAS 203-04 08110117, expirbigon 02128/18- La rge a. a d S ma R Mn sile Inarac t Re �% ist a n t Limitations: by Fenestration Testing Lab, Inc., Test Report No. FTLS546- dated 1 1,Z6115- signed and along with maked-up drawings and installation diagram ofvinyl Sliding gbss door, prepared 7. Test reports No(s). 10-W2-792(A), 10-06-N40527-.5357.-3-09-,pefASTNIE-94-, I . See tab le- 1 (sheet 2) and table 2 (s�hee t ?) for applicable SOD unit sizes, design pressvresr reinforcements types sealed by Idahnis Ortega� P_ E_ (Test reportrevsed. on 01,,041M and 02i'll!"22-016) by Fenestration Testing Lab Inc., Test Report No. En 663s (iamples A-1 thru A-22). dated AST10 19:29 and ASTNID-63 5. issued by EXOVA to V ision E_xtrusion for cellulosic glasst ypes, sill xiser (see tables B-1 & B�2. sheets- 7-8) and anchorlayout sheets requirements in I I. duu 16- 1 � FBC, TAS 202-94 .3 Test report on 1) Air Infiltration Test. � per VO 11,119/10, signed and sealed by Jorge A- Causo, P_ E_ fSnbathYed undera -4 A . 11- cO114)OSite n1werial 'Vo. I Rigid'Xhite PVC, Tau (Won -white) Rigid FVC andBrovon coated (Painted orlam:=ted) white R�VA nC to be 7 Unffom Static Air Pressu:re Test, per FBC_ TAS 202-94 6107.0-4) (.90 m hTed tin der 2V0A 11-010'7 0 -4) labeled perreferenoed NOA's requir . ements, 3) W ater Resistance Test- per FBC. TAS 202-94 �fltration Test- M FBC- TAS 202-94 8 Test report on 1) Air Infi 8- Notice ofAcceptance No. 14-0916.11 issued to Kuraray Amenca.- Inc. for their I EL!resss opefabledom must comply with min clearwidth or height per FBC fequirement as applieable� 4) Large.NfissilLe Imp2cl Test per FBC, TAS 201-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 "Simtn-Glast (Clear and X�Itfte) lurterlayeil� expiring on 0764/18. 4. FGck-et walls under separne approvat to be reviexvedbyRuilding -official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) W ater Resistance Test, per FBC, TAS 202-94 9- Notice ofAc ceptance No. 1 &11177.01 issued to Kuraray America, Inc- for their LA.BELING: Each unit shall bear a peramnent label with the =nufhcnxerr� name or lop.D city. state and series mA 6) Forced Entry Test, perFBC. TAS 202�94 4) Large INB-ssile Impact Test per'FBC, TALS 201-94 "Trasifelt 111traclear. Clear and Color P%-B Interlayen-, empiring on 07MA 9. following staree�.'Tdiami-Dade County 11�roduct Control Approve&, noted herein., along Nvith marked -up drawings and iustallatipa diagiamof"vinyl. sliding glass door- prepared 5) C�w& Wmd Pressaire Loadingper FBC, TAS 203-94 W RE-NIEW-ALL of this N-aA. shall be conadered after a rtaevM application has been filed and there has been -no . Test Report No- FTL 99-47. dated I n-4,115- signed and bv Fttuestration Testing Lab., Inc.- 6) Forced Enhy Test, per FB-C,TAS 202-94 F, STATEINEENTS c hangt = the applicable building code negati-mly aflecting the ofthispro&ct, performance 9�aled by Idalmis Ortega, P_ E. (Test reportrevised. on 02/1516) along with marked -up drawings and installation diagram ofmayl sliding glass door- prepared 1. Statement letter ofconfonmnee with FBC­54* Edition (2014) and'kBC-6tk Edition TERARNATIONofthis NOAwill occur after �he -expiration date or if them has been a revi�_orchange M_ the 4. Test report on 1) Air Infiltration Tesl , per FBC, TAS by Fenestntion Testing Lab, Inc-, Test Report No- T`TL 6337 (samples A- I thru A,_�)�), dated (27017� issued by manufacturu. dated 0&11 V171 signed & sealed by Lynn NIMer, P�E_ materiah, use. -=dlor manufacture ofthe product orprocess- Misuse oftbis NLOA asmendomeme&oftnyproduct, 2) Uniform Static Air Pressure Test. per FBC_ TAS 12/06-110, signed and sealed by . Jorge A. Causo- P. E_ (Subm ised nnder NV0_4 No. -[1- 2- Statement lettff ofno financial interest,- dated 0448ilT issued by rn2njfkiurff. signed for asks. advrertisma or any otl3er purposes shall automme al1v terminate tim NUAL. Failureto comply-w-Ah any 3) Water Resistance Test, per FBC, TAS 202-94 010 � 0-9) Sealed by Lynn Millff, P_F__ section ofthisNOAshaUbe cause for termination and removal OfNCA- 4) Lwge Nkssik Impao Test pef FBC, TAS 201-94 3. Letter of lab compliance, part ofthe above test reports. ADIT-RTISENEXr: The NOAnumbei precededby the words lyfianu-Dade Cminty. Florida, and folknved by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C XL CITL ATION S 4. RER_ Test Proposal No. 17-0387, dated OS�0511 7- signed by Ishaq Cb.anda- P_E_ ex.puation dam may- be displayedin advw6singliterature. Ifanyportion of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, IAS 202-94 1- Anchor verification calculations and structural anah-N, complying with FBC-2014, done, in its e ntuety- pr ared :along with marked -up drawings and mstadhtica diagram, of -vinyl Sliding glass dm. ep prepred by PGT,. dated 11109,15=,d last revised on 01115116- s*ed and sealedby G. OTHER DN'SFECTI02N. A copy a f&is entire NOA "bepro,,ided to the u&iff byttle mamifactumT or its di,*ftiors and by Fenestration Testing Lab, 1=.,, Test Report No. Fn 9548. dated 11'0415� signed and 0AJ &.15 AutbanyLMiaerP.E.(Siibmittedum.derN V -12 1- Notice ofAcceplauceNo. 1571210,01- issued toPGTIndu _&fortheir Series strie shaHbe availablefninspectionat thejob site at lhereqwwoftlieBuilding Official. sealed by Idalnis Ortega, P. E_ (Test report revised m 0 1/04.16 aaid 02111116.). 2, Glazing complies with ASTbAE'13100-09. "557'012770" XTinyl Shdma Glas-s Door (Aeinfoi ced) -L.V3, 1". expiring on 04/14,121 g C*14 ThisNOArevisei &r-enmsN0A020-0429.05 and consitts ofdiispape I and evidence pages E-1. F-2� E-1. E-4, f-I I �? Cn E-5 & E-6 as well as appro%-A documentmentionedabcive.- ]h a q I Ch- asi 2, P. E IrAwq 1, Chanda. P.E. Ishaq, I Ch, amA2, RE, C%4 C�4 >< The mkmiitted doe n1ation was reviewred by 14aq L C-1handa, P1. Product Control t7uit Supervisor Product Control r-11it Supenisor Product Control Unit Super-6car .. NOA INO. 21_0205.0 2 1 -0 2 0 -.4.0 1 2 1 A 11 05.153 NOA No. 21-0 2 05.03 ExpirationDatei Aprfll4,20,26 ExpirationDate- April 14,20-16 piranon ate, _-AprA14.1016 EX D Expiration Date. April 14,2026 CL) L _�L Approral Date- rch 2-5, 20.21 Approval Dat*-. Afarch 1-45, 10-21 -Approval Date: Ifarck 1-4, 201-1 -Approva I Date. Afirth 2.45, 202 1 su- Page I T_ -3 co CD Z�. CLW cm C Cz- C. C PGT Industries, Inc. CGI Wmdows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPT_A_N`CE- EVIDENCE SUMMITTED NOTKT OF ACCEPTANNCE.- EN-MENCE SUB1,11TTED NOTICE OF ACCEPTANICT: EVIDENCE SUB11ITTED 2. Evidence Submitted under prm-tons subudnal E. _NLkTERL4LL CIERIUictTIONS (continue) 3. New E,% idence Submitted 5. Quanucr Part Suner Sipacer Standard complying, with. ASTNI C518 Thermal Canductivily A. DRAMINGS O�881 BTU.W hr.-ft7---F, ASTIM F 124,01AVIR-Pass, ASTM D3985 Oxygm-Pass, ASIM E A. DRA-XVLNGS L Drawring No- MD-5 5 70. 0 Rev B, titled'Vinyl Slid ing Glass Door NOA W­ sbft- is 21-00 I.G_ Dumbility-No Fog -Pass.. (Sub-ndifed underprinions INIOAX& 15-0409.,05) '1. Drawing No- 3XIM55570.0 Rev B, titted"Vinyl Sliding l3lass Door-NOA (LW� Sheets 1 1 through 21 of 2 1, prepared by manufactimer- dated I 0,`G5!1 5 and last revised on through 2 1 o f 2 1 � p fepared bymarnrfacn =. dat e d 1 - 0!0 5 115 and List rer �ised on 0 2/0 1 �2 1 04,122P20, signed and qnlEd by A- L�rnn Miltff, P�E 6, Qu2nex Part Duraseal complymg with AST"M C518 Them-W Conductivity 2.2.2) BTU-injl signed and sealed by A- L�mn Miller, P.E. hr­fF-`F, ASTM F 1249 WVIR-Pass- ASTM D 1434 Argon Perrueance-Paw _ASTM E Niote� This revision consists repLacemmt of same existing installation screw -with.flat head- B. TESTS 21189 1& Durability -No Fog, ASTM E 546 Dew Point Development -201F in 48 1. Test reports on: 1) Air Infiltrat on Test, per IFB C. TAS 2 02-94 (Submftkd nnder,!'%10_4A'v. 13�446RO5)t 2) Unifonn Static Air Pressum Test, Loadmq per FBC_ TAS 202-94 7- Vision Extrwions, Ltd- Parts complying, with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistarice Test, per FBC. TAS 202-94 for &gid Poly-,Anyl Chloride (PVC) Exterior Profiles for Vision Extrusions Ltd- VEX I by 1. None. 4) Lwge Missile Impact Test per FBC, TAS 201-94 AAMA. Fenestration Exterior Profile Certifr-ation Program. (-�ubjnhled iinder VO 4 Na 15- .5) Cyclic Wind Pnssure Loading pei- FBC., TA:S 203-94 04 09. #.T) C. C.ALCUIATIONS, along with marked -up drawings and instAlation diagram ofall, PGT Industries, Inc. 8- Vision F--xtnmon& Ltd. Parts comply ing with PVC-AANIA 303 -13 L, None - CD representative unit s listed belo w and test ed t o, quaffy D ow sd. 791 and Dowsil. 9 8 3 silicone s, f-Virzbnriffed rmder.V0.4.,1V#. 15�440.65) prepared by Fenestration Testing Laboratory Inc., Test Reports No 9- PVC-AANIA 303-13, Voluntary Specification. for R�gid Poly*jI Chloridt- (PVC) Exterior D, QT_T.ALrrYASSVjKA,_NCE FTL-7-897, PGT PW5520 PVC Fixed Windtnv (unit 6 in proposal)7 dated 09�101'14 Profiles for Vision. F_xtrusions- Ltd.-VEX-1 by AJAMA Fenestration Exterior Profile 1. 3&ami-Dade Department of Regulatory and Economic Resourcts (RER)_ U) FT1,220-2107.1. PGT SGD780 Aluminim Sliding Glass Door (unit 7 in proposal) FTL-20- certification Program. 2107.2, PGTCA740 Alum OutswingCasement Vlmdow (uait 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration USA, Inc. for E 'INLITERLAL CERTIFICATIONS, M 2107.3, PGT1W 7620.4, Abuninum Fixed Window (unit 9 in proposal) and FTL-20-2107.4- their --Tan 3040 & light Shade (non -white) X11ifte Rigid PVC Ex-terior Extrusions for L Notice, ofAcceptance No- 19-0305.02 iss�, toKurarayAmwrica.1nc­. fortheir > PGT PW7620A Aluminum FmedWmdow (unit 10 in proposal) dated G7/13j20_ all signed INTindows and Doors". expiring on 01'0+21. "Trosifoll T-71owlear, Clear, and Color PNB Glass Interlavers - expiring on OV08,24- 0 and sealed by Idalmis Ortega. P_E_ 11- Notice of Acceptance No. 19-0122.02 issued to Eneqa Fenestration Solution- USA. Inc. for 2.. Notice ofAcceptance No. 17-080&0 7 issued to Ktuwaray Anwrica, 1�c. for dxir > L_ � MRS theirsenies �Illdte Rigid PVC Exterior Exftn� for Windows and Doors"'- expamg on SenttTGlast (Clear and White) Glass lnterlayers7 expiring on 07iO4/23- T C. CALCULATIONS 02P-8j23- 3- Notice ofAcceptance No- 18-1106.10 issued to Vision ExtnWons, Limited for their ­B ro urn, 0 L Anchor verification calculations, and stnictural analysis. comply* wft 1FBC 76 11 Noticeof Acceptance No- 10-020-1.03 issued to Energi Fenesintion Solution, USA '. Ine. for Coated (Painted or Laminated) 'A-Thitt, Rigid PVC Exterior Extrusions for Wiudoi" Edition, (7,020), dated 04/2.120, prepared, by manufacturer- signed, and sealed by -oa#4 White Rigid PVC Exterior Extrusm-ns for their `Bro=* & light shade cap �c land Doo expiring an 0930!24� rs- 4­0 0 AriffiortyLynaNTMer- RE, lVindows and Doers"_1 expiringon04,11625- 4- Notice, ofAcceptance No- 18-1106.11 issued io'Vision Extrusions Limited for theu sem :3 Glaz4 complies with -AST-M, E 1300-04, -0. -12 and. 416. "IT- 1000 Tan 2 02 and fighter shades Rigid Cellular PVC Exterior _0 D. QUIAJLM�r ASS17RAN-CE IF. STATEMENTS Extrusions forWindows, and Doors", expiring on 122.29D. L 0 Miarni-Dade Department of Regulaloryand Economic Resour es (RER). 1. Staten-Rmt letter of confomance to YBC 711 Edition (2020), dated 0422-120. issued by marruf2cturer, signed and sealed ky Anthony Lynn Millff, RE. F� STATENMN-Ts E. CERTIHCATIONS 2. Statement letter of no financial interest and of mdependent.. issued by manufacturer. dated L Statement letter of conformance to FBC 71 Edition (2020). dated 010IJ21, issued by I 1. NoticeofAcceptance No.l."3055.02 isstied toKuim-ayAmerica.. Inc. fortheir 04,118r-)G. signed and sealed by Authany-Lym Millu, P.E. nm3ff2cturer. signed and sealed by Anthony Lynn Miller, P�E�' "Trosifoll, Uln-aclear. Clear, and ColGr PVB Glass Interlaver$7- expmng on 3. Private Labeling Agreement document between PGT. dated 0330�15 and signed b�r all 2- Prkmte Labeling Agreement dated 03)0&P21 between. PGT Industries. Inc. and CGI 07,,V8!24_ involved parties. Windows and Doors Inc., signed by DeanNl Ruxk� P.E.. V.P_ Engineering, on behalf of 2. Notice of Acceptance No- 17-0803.02 issued to Kuraray America,'Inc. for their "SfntryGhv1, bothcompanies. =3 (Clear and Wtute) Glau Intorbye4-s".1 eV�tg on'07.04/723. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown I- This NO-kre-tises NOA# 17-042,0..06,(?N1Tw;C-,Gl) and updates to FBC2020(7*Edjdon)_ G. OTHERS —0 Coated (Painted or Lamiftate4) AN-lite Rigid PN;`C Exterior E=-usions expiring 04,21'.2 1 L 'Diis. NOA re%ises & renews IN-0.1-:0 20-04!9.05 (PLA w/CGI), expiring 044+26. for Windows and Doers", expaiing on 09/30,14. 2- RERI`est proposals #19-1155 dated014020 approved byIshaq1- Chanda_,P�E_expiring 1he current associated PLA CGI file #21-020-K01, expiring 04,1141,26. 4. Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 04A *2 1 Uj series --%-E 1,000 Tan 202 and lotershades 07-on-Alike) Rigid Ceffulay"PVC 2 Exterior Extrusions for W-mdows and Doors". expiring on 12L)9f2 1, 1 � " --� �, _/ 4 11, Ishaq L Chands. P.E. < Z Ishaq I Chauda, P1. Ishaql. Clanda, P1, Product Control Unit supenisor Product Counv] Umit Supenisor Product Control ToTuir Supenisor NOLA IN1,01. 21-020S.03 ING.A 1-Vol !1-0205.03 NOA No. ! 1-0 2 0 5 A 3 Ermpirationl)-ate- _kprill.4 ' .20!6 Expirat-wa Date: _,kpril 14. 1026 Expiration Rate. April 14,2026 Approv.11 Date: Approval Date;- Maxich Z-54 '2#21 ApprovA Datc ALvvk 25, 20 21 E E 4 SHEET NO. 1 1 March 6, 2023 LPA 1 I I I 1 11 T I 1 11 1 1 1 1 1 r, .111 � L I , Lt 11 - 11 1- 1 - fill I 1 1,1 Ll III It- 1111 � 216AIL LAJA1411-11 Oil- D 1. 1. IL 1 _J1 �: E T I I I I I I I I __T_ I I I __T_ _T_ I __ ___T__r_ FF11 (3) > 0 MIAMI- I MIAMI-DADE COUNTY L_ CL 0 0 MED PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA., LLCc- L_ Cd -0 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11 $05 SW 26 Street, Room 208 (1) BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 . F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 Cn =3 _C0 U) NOTICE OF ACCEPTANCE www.miamidade.2ov/economv -0 -0 -0 0 Cast -Crete USA, LL C 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 .— L_ — L- (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C1 = 0 her, Florida 33584 SeffDetails", L 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 .— LL — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ". 6 & 12 0 4— M C) > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06112114, all CD E 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated 28, 2003 both through 3 qf3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114, D) to CID CL The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E. on M -II U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction March 22, 2012 B. TESTS (AHJ). B. TESTS 1. None. 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled mid B. TESTS 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 C. CALCULATIONS Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have IyApplied Research Laboratories, Report, No. 30404A, dated 04110103, signed and L Alone. 1. Calculalionsfor 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 CALCULATIONS Craig Parrino, P,E., y Craig Parrino, R signed and sealed b ared b reC. ppy E accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1, D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete 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" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION- F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Monual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete 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", 611 & IT, 2002. 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Qualify System Manual for 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 manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo, "Cast -Crete 4 ", 6"& 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. R. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 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. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the wards :Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. Alone. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. cNi C3 This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, EA and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,,,�6y'A. Makar, P.E., M.S. 'ruct /14elmy A. Makar, P.E., M.S. (��efmy A. Makar, P.E., M.S. _V Pro( Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 IRMIAMI-DADECOUNTYN NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 r Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date- 08/20/2020 Approval Date: 08/20/2020 E Page I E-I E-2 E-3 cu E Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9, NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. =:3 CD F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- .1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of > L_ 0_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CD LT4612, titled "Cast -Crete 4 ", 6"& 12 " Lintel Safe Load Tables ", sheets 1 0 < L 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 C) January 22, 2019. B. TESTS 0 1. Alone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA), E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O L_ Cz UJ 0flellmy A. Makar, P.E., M.S. 0/ HeInty A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 < Approval Date-, 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 ��-.-'- — - PR00UC1-KN1,AJLU-k VN POR-I&O 2 11 - M- -2012&a gomic r f2yAuu 3 -A zlI I LJ E 0 0 INC \- - TILLIT TESTING a ENoweempir. compm� 2.2-T—FST REPORT$; 6. MATERIAL CHARACTERLOD08- AWSPECIFICATIO — ------,, ,--- WAT,Tr,R kmur, ii., F.F. Large Missile fmpact and fatigue load lests were performed under Protocols TAS Shall he strictly In accordance with General Notes and Components indicated on . Do ."C"n I'L �t"L'11.ftj 44 N77 201, 203 as per section 1626 of the Florida Building Code. Uniform static load6 sheet 1, 2 and 22 of26, of Product Evaluation Document (P.E.D.), drawing T , M" W06719 I­C�T'i'­. as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc,, Reports # 96-569 dated 08/0911996, #96-570 dated 091181199,6, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, IPRODUCLT EVALUATIONA9FORT #96-T30 dated 09/20/1996, all three signed and sealed !:Iy Hector M. Medina, - , -- P-E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 21 a dated 1010611 908 witnessed by Gilbert Diamond, P.E. and Report No. S - 7. LIMITATIONS AN12 CQNDJTIIONJ�Q� REPORT NO.: 20-0728.01 I 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall bestric , , fly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of26, as well as General Notes # I thrut 4 and I 1 thru 16, Indicated on sheet 21 of'26 of Product Evaluation Document (P.E. 0.), drawing Nol. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. PRODUCT SUB -CATEGORY.- Starm Panels 2.3. STRU,QTURAL ENGINEERIN S. -1 -,.-- 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design Wind load. *a well as maximum anchor spacing vs, design ,wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global E!MtaQ#oaFx,odmgt%A4X length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and ,- 4800 S.W. 5i Street section 161 6 of the Florida Building Code. Calculations prepared byTilteco, Inc., wood frame structures. Davie, FloMa33314 dated 11101,'08 and W/12/15, signed and sealed by Walter A. Tillit, Jr., RE, 1 � PU9FQaEDf-E-VAL—UATf0N; 3--MISNILUM-PACTIRE-SISTANCE. Product Evaluation Report prepared oy Walter A. Tillil, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. rillit Jr., F.E. (System Large missile Impact undersection 1626 of tile Florida Building Code, asper I No, 44167), President of Tilteco, Inc. (Flo6da CA-00067 I 9). ID # VaOO) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol, U'l,HINHORM, 61 G20-3, Method 11 0 of the Florida Department of Business and Professional Regulation. 4. NND LOADS -Rf�SISTAINC_E -- - "I'll '�" ?� N T14 t Niv oil �� : - - - /v ;' N N; �--' % V�lp 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I %��EIYO't-'--% " 1. - ;%� This product is being issued an Evaluation Report as described heroin, and has pressures, Maximum tDartel length shall beas indicated on sheets 8,10,14,15� JJF, ". -- -, � " ;S -'-----�--4=A,-_No, 4416 been verified for Compliance in accordance with the 2020 Seventh Edition Of the 16, 19, 2.5 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ­ <Z�' -----1-*"'--::�--* '*S ,--, - Florida Building Code, and to verify that the productis for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, Z- 11 . .. 7,, � �12-I, -,j,-S�-, STATE OF at least equivalent to that required by the Code. 14,15,17,18,19,20 25 and 26 V26, of Product Evaluation Docurient�P.E,D.), 11-1- .,,]6��_l I,--".- -- ---1S- --� I / drawing No. 20-176, / I I I . �'40AN i,-*,ig� 1�. 111.��N ';k. IS!"111-1 0 V'�o S/0 I� This Product Evaluation Report shall be subject to review and revision in case of " 4,14110 N A C a Building Code change that may affect its limitations and conditions I INSTALILAj[O�L� - "1111nall"'T Installation shall be performed strictly in accordance With details indicated on VVATU Z.,F=V1DENQE NSMITTEM- sheets 3thrut 7, 10 thru 20, 23, 24 and 26 ot26, of Product Evaluation Document, D��TILTECOAOMOIIRIECEADS�P. E. 01PORT.20 k GLOBAL, PROTECTIOTII, PROD LJCTs� I LC � 20 GA43F 21. PROPUCT-E-V-A-LUA-T[-ON-DC�PUMEN D - (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STal. 5TQRM PANW DRM A 20-1 731,REPORT it M-0728.01 - -J(P-� Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets I,thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P. E.D,), drawing No. 20-IT& Tillit, Jr., P,E.; dated 07128/2020. This drawing Is an integral part '0'A INS I UtO01WINO" Evaluation Report, "itill nol, 4 "k " N 4. , �"' '�?' A " 4'N" 0�' S. N IC144 " ,,, 'I, 0 k�- .; � 1. /'� !'. 1-1� �. -" �' , ­. "I yt W ". t' , Z' !�� * - �� * OCEN'p , , - - - - - - , - - .' �� �7 't- '.. �'� - ." , / ?�. - I - ly �'. -- 17 .. . , �i3ENse % . �!.' - I V . , - - I � , I - --'-� , �� - S - - , - � - - -7 - - li�---i�;�- ' I IS I .. -- - - 4- � - � , " - 7�--' NO, 44167 'i -I- � C- -- . I -, - . % ��' ­7�� �--� ��' ,I -=- - I ---, _-- I ­4 1 . - �---- = '7/ ze':'� * 1 '�' I ,,-,g. : :*E �/ "I"'. , � * -;77,��, , * " - � 41- = S ' --11 -:* - �t: - I 'a ,,C, -, - U� r C UT, -, � I - Z - '0� - t� �:� , 5C, - �EopinN --'��J': 1�1 �C6"- , / / ---qA STATE OF �,I,% -�Z-' I3 � , ' �-- 'A' '\' -* - N :" " "' ' � .- '�X I*- I', S"'. '. L- , ,,,- 6355 NX 36th Street, Suite 305, Miami, Florida. 33166 - Phone: (305) 871-1530 - , jq;�;Xpujjjq� . q-- L �- t' -- og ,,,,,,, 8/6 IL. 01 -10000HRItIlAT'A', ­�'ei " fumiHol" I I - I ''I.-,- --- - - -I,,,- - raalEft. N=* 9-1) If, CASE "HAt PREt"X STOWE, OR PRECAST LONCEts'L PANELS S-1=0 OR WOOD SOMIDS BE FOUND DW Otf, � offid-ffis" EXISTING WALL, ANCHORS SNAIL SE LORD DICTION TO REACH, THE "N STRQGTU�E BEHIND SUCH PANELS, I STORM PANEL SHOWN ON THIS PROOLKI EVALUATION DOCUMENT �PKO) 14AS IIEEN VEROT.0 FOR COMPLIANCE -N ANCHORAGE SH� aS AS MENTIONED IN RI) AND IN 8,2), ACCOROANM WITH THE 2020 17IA ECTion) OF THE FIORRIA SUTOMC CODE, (0 �� -�--Jlmmw� CN0eT9"%:Idy 1'.'�M�M& DESIGN WiNO LOADF SHA- BE DETERMINEO AS PER SECTION I *EO OF THE ABUW MM4014ED CODE, MANUFACTORETT BY 17W BLIRM� NO FOR A WWD SPEED AE; REQUIRED Eff THE 4urdSOICTION WHERE THESE SHUTTERS wAk BE 114STALLED AND - IF14-10 PANICOMTE FEMALE. 0 AND rAW,,MATE PLUS ANCHORS AS MANUFACTURED 91 ELGO, C0,45TRUCTICh PRODUCTS FOR A ORECTIONAUTY FACTOR Kd-0,85. USING ASCT 7- 1 S AND SHAIa, NOT EXCiED IRF MAIOWUM (A-SQ I - 1/4'. LAG SCREWS, PER WD's- DESTIC, PRESSURE RATINS$ Twor-ATED am SHEETS 7 THRU WE, 1-� IS, 15, IS A 2D, - 7/16,0 � 5/e W900 RUSI400. AS DISTIFoUTED By 41, POINT SMEW. $OLT * SPECIALlY DO, IN ORDER TO VERIFY THE ABOVE CONDITION, ULRMAIE VESK�-4 WIND OADS OMIENTNET, PER ASCE, 7-Te CiT WATIMUM "WED IFEWETRAT" " WOOD OF TAPCON ANCHORS SHAa BE 1 112' AND, 2' FOR SIX0 PANCILVATE PLUS SHALL 5,' FIRST KNCED TO A.S.0, DESIGN VAND LOWSW MULTIPLYING ,-I" BY 06 IN ORDER M A14 PAITRIMAILE qMtM ST COMPARC T"ESE W/ MA9, (AS-W OP'SIGN PRESSURE RATIMOS INDICATED %, SHEETS 7 THRU 12, It, 15, IQ 19 & 20, 1 C,2) MINIMUM TYREACTED PENETRATION Or LAO DOZIER, 400 nIf WCDO FRAME UNP SHALL GE � 1/2- RO r,V.EADED it; ORDER TO ISVT� THAT AWF409S UN THIS F C,S, AS TESTED WcIE NOT 04EN EIRFSSFJL� A 139 ificREASE to ALLOWABLE PENEIMATION �WO 'HUCIL) SKILL SE CO-SRTEMO 'L� -ARF OF THE REQUIRE' THREADED PIENCIP'11UN STRESS r"R "ME, LOADS WAS IiM USED 49 �EPR ANALYSIS. PWITENM $PAChNQ CO WOOD RAS BEEN OCULSvIIED IN ACCORDANCE WITH N.D'S, 2018, C3) MINIMUM EKE DISrAAM SP V4 $CREAT5% MA) WOOD SHA&L' RE AS ;WrATM IN NIS DRAWILIC ETORM PANPL'S AMOUNCY FOR. NPALT ANDY WIND RESISTANCE HAS BEEN VEROEV, IN ACCORDWE *PH SECTION f62S OF THE ABUIVE MENTIONED CODE AS PER HURRICANE EPRINEEBIRC a TESTILIT, PIS, REPWS 0-CITIF S&-�,70 It 96-W RA'D CM MINIMUM PENEGRATION OF *OCR SUSHWAG SHALL BE 51W, i/A' -20 SCREWS OSED SHAU BE I 4/2' LONC MMAAVV FERESITIATION TEMINC LAS INC,. REPORTS #20,12 & tilize . ,AS PRICToraO TAr--2o,, Qis-m AND TAs-20i, SHOULD "-= VM%T� 44D 1� MINIMUM FOR WACO WmA No STLICca, As RACL AS AA(MCAN TESf LAO Or SOUTH FLORIDA WIGHT #(1219.01-0. AS PER 1AS 201� 1AS ZDZ AND TAS WQ3 STANDARDS, C11 IN ME THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO 04 WOW BOARDS BE FOLAG ON THE ISTISTTHC 2 ALL ALAIvINNif (ECTRUVONS TO BE 6063-115 ALLO'f AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHM Z WALL� ANcHOR% SmALL RE LONC, CROUCH 10 RILACm THE WIM STRIAMRif tEHNV SUCH PANzi.5 I 11 4) 3 ALI ALUMINUM SHESt METAL OSEG At CLOSURES SRAU HAVE 3TW-HI4 ALLOY. (0) ANCHORS SHALL BIT tIRSTAUX0 ,QL"KI ALL CC WE IFECOMITICNOAXES AND SPEiCW1-r,ATTORS OF THE ANCHORS MMUrACn,KR 4 ALL STEEL 5yltEl METAL PAKLS 94ALL HAVE M,iCTUR4L QUALITY STEn- ASTW A-S&I CRAOL 50 wNIMLO', 0-60 GAIVARCC,0 STEEL DESI(INADOt: WM- 5e,S tit, (AFTER ROU-ED) a PAULS MAY ALSO K INSTALLED HORI704PI'LLY FOLLOMNO INSTAIATION TIETARLS SHOWIS 04 SED'Vii 3 T,Rwst� ;0 ($MEET, 4 IFROUDCH 6) LVEPI UIAV HEADER-- ZZ & 0) SHALL RM RE V--" 5, ALL SCREASt TO OF STAINLESS STEEL X4 Of? 210 MrA SCRIES OR CORRICSION RESISTANT CoArRD CARSON SIEU AS PER DIN 50018 W/ 50 imi YIELD STRENIGT9 AND 90 lsq TENSILE SM4GOIS, SiR,QL COMPLY W/ V1.QRWA SLU,0046; CODE 41 a stu,u. BE IME REIvADUSIRTLITT Or THE --0A,yRAI'1OR 40 EEWry -"W- SOUNDNESS OF IRS STRUCTURE wMEK SHUTTER is TO BE ��CZM ="ON 2-111)11- TO INSURE PROPER *CkORAM THIS N-lifnEP SHALI HAIN BE ATTACHED TO COKR.-M BUDC'K OR WCCO FMI,Mt� 901LONGS, 6 EVIL'S TO WE ASIR .-,307 CAiArM2EQ 5TELI. OR AIR Sat EORrS SIAS,"� STEEL WITH ,16 I_ .'XNQUM ,,ELD SIREWH 10. EACH REGULAR SPORM PANEL ,%',Vt LEMONS OVER W-8 T-ROLI31I 12�4:', ,IS PER SECROYIS IL 0. 9 & 10 AND ALIFiWTP&B, OW, , ' 9W At IOW ON SHEEIS t� A A 42 RE$PWW�C� SK41 HAVE ,4, LORTAt NO REAJS�'y VISIBLE MARKNO. INSTRUCTING Oft M OR , ANG'400.5 TO WALI- SHALL RE A' , PtLLOWS� TENANT 1)D SECURE PANELS INVIR APPUM-LE 4044OACOACM OURW, PIESOM OF HURRICANE WARWK, �A) 19-c-05 M-EDUBUL-mr,BU, IT THE INSIALLATION CONTRACTOR Is To lm'�CAOLJT Aij, V4UrftR CYRiCONTENT ZOGES WYNCH REMAIN IN C14101RUD-US I-ONTACI MTI� I/ '# TAPCON ANCROA71. AS MANUFACTURED 9, TTw 9Q,1TEEX, INC (INH 1'.-31a; O.,;.) Tilt 00,WNC TO PRCrNT MI*D/RAJN PY-PUMN. _- I �4! . I 7/9' CALX- IN ANCHORS, ,XS MANUFACTURED, ST, DERALT INC (Milh. ?'­1000 ;,­) , _ - 1�4-0 t )/4- -,CLQ-$FT ANC,ICRS� AS 0151RIELMEC Sty ALL r"y SCIOnWI BOLT & SPEC,tLy on 12, STORM PANEL INSIALLATION $W4-1 COMPLY WTH4 SPEDS INDICATED N IFAS ORAW04C PLUS ANY QUILDIRB AND ZONIM; REk;ULAflHRS (Mi', F-3000 P�v.) PROW" sy THE '114USDDYKIN lic;EK PERMO is APPLPED TO - 04-10 PAWLAIAIK FEMALE 0 4' PAKRUAM PLUS ANCK)AS. AS MANCTAMMED BY ELD0 CONSTRuChON P00rWrT1­ (AIIN "'.53SO P-) 11 (A) TIRE PROOLICT EVALUA00N DOCUMENT (*kf rJ PREPARED 81 TMfS CNIONEER IS GENERIC AND CC" W, PRICIACE I4FO,SA,AUQH, _ ,'4*l, ,C TA'_r - _ _, MANCFACILlIED B,, 'Rit-EAST CORPOARTION (r-3600 ii.­) 09 A SITE SPECIFIC PPOJr'- I., WHIERC THE SAVE CONOO)ONS 0EAWTE FROM THE P,C�, 'Rip AR'HORS' A M OR , A.1) MINIMUM FOETRAENT OF TAIHCON ANCHORS THRO MIRED CINCRILTE SHALL at: I '�/4*: 2, IQA PANt"MAIC FiLl"S H'�) CONTRACT To SSE RUPONsBu FOR THE 1;UXCT,ONi, PURC$4AS� AND fMETA4.UUYCk INCC�Wkg UFE %ATErf OF TIT�15 PRODUCT IIASE,D ON THIS P.E.'D. PROVIDED HE/SHE ODE-5 0,11 OVIAATE TRW T49- CGWGA%NS OCTAiLto ON THIS- DOCUMENT TO AND FRIEMALTE PLUS AND 1 I/4� COR C,r TAP -MP ANCl"S, CONMUCTiON &-JIM AT S17" is THE ICONTRACIORIS RESPON%le"Ry Ait) CAIX-Of Sk WUD-SE7 ANCHORS SHALL BE EAXSEDDED 7/8- WTO THE POURED OQNC,qM NO EMBEIRICTIT INTO TO THIS PRODUCT ,�ALLIAn*N, OVTVMENT WILL VE CONSIDERETITMALC IF NCDE]m STUCCO S44U BE PERMITTED, 1/4' -20 SCREWS USED SH&L S5 1 1/2' LONG MINIMUM SYDOIO STUCCO MET, HE T' MINIMUM FOR WALLS WITH NO STUCCO ARE, Molr ermLADEV SCREWS 09 ALL THREADEE SCREWS w/o HEAD. UT) SIT SI.-I'Vic FRWEMIS, 5`1�1 RE PREPARED BY A itt"UA REGISTERED ENGINEER OR ARCHOSCT WWCIA WILL 9EGOVS THE W W14 Witit, NUTS, 000TEER BE RECORD (COA) FOR OHL PRCUFCt AND *CI WILL OE RESPONSIBLE PCIA THE PROPER USE OF IFIF P.E,0. ENGINEER Or RECORD. ACfNC n A MEDATEP EW,W-.-, TOTHE A ,") IN CAM W�- PRECAST STONIL PRECAST CONCRETE, PANW, PAYERS, STUCCO OR VMW ONLARDS BE IOUND ON 14 14 ZXGWEXR� WILL SUISM11 TO IN-5 LAMB TK VC SPECIFIC DRAWINGS FOR RVAEW, H" EXISTINE' WALL OFT P-LOOR, AMC! ' RS SHALt BE LOND EMUOH TO REACH 'HIE MAIN STRUCTURE BEHIND SUCH PAW-' ANCHOTAIDE SHALL HE AS MENTIONED IN A 1) AND IN A.2)L I�) THIS P,E.D. SHALL " THE DATE AND ORIBINk $EAL 4WI SIRIW�VRE Or 144E .WFSWOM EN41NEM 01 PECORO THAT PREPARSO IT (0) � 1141 �' - 'HUTTER CICAM A am . 0 ,A'cm 5 W , T W SUILDEX, Nc� 24 1, WANUFACTUREIRS LAWJ SHALL HE LOCAITED ON A REACfLV ,,JS4BLE I, , N I $TO - I AS MALIT PANEL SILUTTER IN ACCORDANCE WITH SECTION 1709.9-3 OF l-LORIDA %TIDING GOOF ONE LABEL /-' II . Ile' CALX-4N 4INCi,(ORS, CIC-DIRIND fi'v PEWALT fNC- MN. r-4%4 p.ti,) SHALL RkE PLACED FOR EVERY OPENING, LAREUNG, TO COMPI-Y WDH SECTION 17DOA.2 of 1,45 - f14-0 X S/4- SOLID-SEt ANCNOR_', AS GaR,aM $y I" M" SCREW, B� I IS SFEO�&-,y VO I'LOROA a0ftaNa CODIF (MN� I't-1800 ot") I - 114-19 FANELMATE FE&W,E 10 AND PARELMATE ALIS ANCHORS, AS MANUTwDREO 91 ECCO, CONSIRIA71ON THIS DRAWING SMALL ONLY PRODUCTS IMP4 lt-2071 ;'L") , RNIIHAM' MM PERIMM 01 THE STATE OF FOA�WaA 41#1 ,yovilit"Ill - I�4' 4 DF 1AP-GAP ANCHORS. AS MANUT'A"URED AV TRIU-EAS1 CURFORI1109 .4- , It 1, � -1 I IJ/4a." , , �, L , " - '��Ilt, FORIDA BUILDING CODE (Nigh veiatTty "ItYrICOne Zon* 8 I) M%NRdW 1EMECOMENT LA TAIRCON ANCKCRS� ELL,Qr PANCLAMIES AND CC NIP-GRAI ARCHOR. IWO IHr ,-#'4',.-*,% , -'� �----- .RX1q ALIM. wo T� - 1-1-1 KOCK " SN&L RE I I/.- '- ,�' I ' I STORM PAIIEL 4� �' - ir I 20 4ABE GALVANIZED STEEL No. I - -111,211D. I R,2) CALK-ift Ik SCILD-tiEt ANCHORS SHALL DE ElISIEDDED 1,/IB' INTO THE CONCREfE BLOCK HIRT No rMag ' 1 7 ' S -- " �A' = ---- --L STUCCO 510"LL BE PER t M, , - -2t SCREWS USED SHAL-1 Kf 1 i12- LONG MINIMUM S"a�USV I ;.��' , :W I it" M ` - �:��" "' INTII� UM FOR WALLS VT14 40 S31OCCO, �--'!' �--- - I " MIL JECOINC, \ GLOBAL PROTECTION PRODUCTS. U.C, VW� AH, I. NfRAT, ,/4 � .... t �� -�2". ,-.-- - -,,.-- ---- STAT or - � . Pi. SWI 51 -� � , � I lk ial".. "40 , -X9&K-CW--.5WA# 20-J76 op, ;�- - � OIL , I , , - -'T' 0-n=' F'.`C,-BR-'-' , - I - .I-- I -,*- - � ----. -- a , -'�t r M I, I ' , - 49 !B��--���'-- -.E!�'- Ivi EXAL/SIMM"M" % " 7' " 111;1�111111�01' .1 WALTER k Tr A- F,E , �- L -.4, I ,,USMM, C , -A? � � ��� ==m I ----- I -- I INSTALLATION DETAILS FOR REGULAR PANE,1$C1),A-f%- INTO EXISTING POURED CONCRETE OR CONCRETE BLOC T CUOMM ANCH0. ME LIC ON CORCRICI: ANCHORS �" NW �� R,B*VW 9) ,,, "�� � 1 CONCRETE Ahiatwk- mtir.-.- ;)\--'-----Z-0-- -- COWCAM .M"on , � ---� " � - 1'1'�" ISLE NTRWNIJUC OR I ��"' I (SEE SOKWULE UP - . \ -'i��) St'SEM a T,r,vjw 2) POURED SKITS i""� A =Tmlt; i , EXISTING I a YH,IMXtR 0) , � -. . -, coucam ntwoffi., -4' . �It� " 1'��"� NAL I � ��""' - - � 71'.'.- , W . ' C - t�-: � \ �e--M'4;',I---- ' -!' %22- lilt I / I , " , "-';�-" It, -11 � � � -4 H , X�4' "� '�� � --- it � , - ,, - '2' - - it *1 -, 7 a -- r ... R �',�" ��-�' f --i'91" �� - , --J'i- ='===�' 1/1� I fW`H 3 �� ------ - . - SO4 - I � -- ' ,.* L L I ----T- -- -----I-Mp.� I ----,--,---, ; - 1------.---1J I I , ��"' z i I 1 � � , W#EGJPOUllrI FO. �, �'.` � I V �11 I I S CR I ! -1- � I E ]"--��111 I ", I E'D 11 r I I ! a I ;' 'AN k ;� I , # - I - i I I --k EX NO POURED -,�� MFBU AM � ,�� , � I -1 I � � ,�" 11 I W I " 'A) I I I SCIPBSTE REQUTRET6� �' � I '� iMat, . I � 5i I "' I r."t ' ' I I � I T;-� 'T' '--�,�'- , R "L�L= ! , I wv'* 1, ��"�_'.L' ,�"I' , - I , �: "7',t Q-m. 6 r � a i n '�'Z� Fym SIM, 0 � -4�� --4 1 1 , , ?�'* t -� ; '2 ilr 0D I I "P., U2 a" � I I ,I - ,c =i- I . I 11 (1) S -I)- - - - I I SIM Sc.ow I V, =1 -10 9. ['WF L 11 -- -.. - m �=LUT �--� SIM. , c!) - new 9 i ; 9 I 't, (RAS . - .10's"'I : -1" I I Z-1111 - FUR IMI&W . ( VOIASA, � I � .- -1 I . 1 TO CTMA� - I , �" - � I� -- � - - I - = I I t, i � 11 - -- - ii , - ; I , ,- . V -- ' J A, I , It � - --- 5 I =-1 . I I I - - 11 , I k [ 9 i i I ! - ,?, , , I , . �'�'- . I i f 1 ,I E I � � I ; I -(D t " i � I I I I, 11 ! - I I t '��.rj � I I I, ! � i 1 1, - I , I --'1'�--;'-' "'��, � e i I ! 11 "I'' " . 777""I"" I 1 "" 2 1 I � T '�" t �11 -lim; A � I iSTAN. . I � I "� � -' L, 1- 41XK K U I = - -- * I raw". 3 I " e VA& MW 0 ? " I I � � � nisnnr� POUBgtT; E,b. '�, i I f I � ' - ' � I t,b :::: ESTSTINC A � i't 12 I/r or - UONCREIE OR I ,I?, gxr , � V- '2Z11 I " 1w; . i 1 22 - ­ -- ' - -OUR�o 11 I I 11 - - 1 CORCIRETE " =IF tr i 11 � 1. 1. .� "-..----,.--- -14 CONCRETE BLDOX 1 SIBY ?T 0 . t! L �'- - � CON"Er, HLOCR "" --- ­- - -- REQUIRED �' i C"Ll-, I I CONCRETE OLOCK � ' " ' -- REQUIRED, '�"' ;� 1 - - -- - -P"L-�"- 1�11�"-'W;N�'-`>'��' ---'� 31111 DECLARED, t I .11, � - I I ' � '-"� '/' - - I I' i-f=-�;t I , -,�' I I J i - � , " � LLM'I,' 9 � --�� I � " �' '� " �- - UK , � I ­ ���� .... � 11 � -'-'� �-� - -- -I 7W1.1WBU`P � 1414�- : . . . . - � - -I'A'A.. TA, I I i , I . I '-'� At �ba' , A - ' REOUPER, 1, I �" � . 1, ts.. J'��.. I ��' � ' MI-11 . � %119=3 , CONCRETE ANCIliffis ATCHORS � -E- AHS,PAS - 1 k xj4_- � ,"' 4 na ,,,, 1 ,-, I � - S"iL' It r' CONCRETE A"C"ORS - ='A., SUIDDEAED W/ SW --- , ME SaWMAX 00 =.= = 11, (SEE SOISK" G., �- -V CBS SZ,movir OR- 'N! a4- ILlis, . I = o It,ims a Tiiw� 9) 11 DAVErs a Y~I V� 3-m- It Diftwo R) "Ill";;;;;;; rA : I - i i ; "Lee "I I -- Z ILD 0111 MQUaNG OU = mnw" SCALE 3/8.I- SCALE SIA8- 7 "401116 SCALE ZT/B-T' � ---- ... -- - - , � ,--, -I --- -,----- 11 I V ED. - SZE DISTANCE I it , � SEE SCHEDLICE ON � ,41_ w, - 01 1 1 SHEM a & 9) WAVIA"', � ' I I- 9 i ! i i I I I OM Nw--""--'"�� ; - I I I i S"O - I 12 I'T 0.1- :' Top a BOTTOM MOUNT0,1GS CAN RE . I 9 0"t"O"HiBM ; � I 'Ay" COMIONED IN ANY WAY TO SUTT ANY I 4 - Vpl� 1�k A. T/ , HQA N INSTALLATION. I W 4�1 , --'.. A'i- " �,-"'�' �'V I.- ,� /" "'. 4o- I -'�"-'-' " ', 'N�,'�'- -S�l :��-"�-3---'�"'��-'� -� , " ,,,, RK -�- , '�Lx - '\ "', . " ��..'�'� --" ' '�"'.�"'��"��"' , I�WtNj it- -,3' -it ' SUSITRO'BoLkep'; , ," J., �' FLORIDA SUILDIN[O CODE (NIVIT Valocl!Z JIB a e Une) I � " - . I --�-a-- - ---- - , X .' 7 PWR' DInw, W CONCRETE -ijle- : -------E,a,,----,-,--- ' JADOURRIL:L . . 9 *'� ' i - 20 GAGE DALVANIZEI) STEEL STORM PANEL CIT, . . . . ,,, * PM" Irr, .. � - ED -W rM . - '� I - HE , 1 -�� -; Tc! ----- -- SHEETS a T. H 9) -- ATIF qi� � -,q.,---1 -- / IILFEC-0-..Ii-� GLOBAL PROTECTION PRODUCTS, LLC. in '01M "-. ftb* --" CEILING AID It. ��7- 7, 0�0 �- low ". 41 .U`VG` IN. IA -"... U"L FL = ILL' . N, -. ,' I I 04,000-l"A =(" -M? 20-176 t� 740� 5��W' er-n , )WIT " AL 10S --, � I RRAWRYi - .-ti ....... 7Z. SEVADIRIKUPWItCAW CA-00001,19 moA iMmiIiii 1-1-1 — I- I -Ort. :4�� I .. - f - - , I - i =- ;WT -M=iL- I I 1% /-V I —V - - -- / I I L I ECO IiNc\� TILLIT TESTING It, ENGINEERING COMPANY IIWALdiil T-IL-LIT,'I'li-, P.h'. -- - ,------- tiTDND6@a01.COBr, PRQDUCT-JYAL-UAT1QN REPORT VT,FT rr lim,,tIM 4416? C.Zi-.'q.0'36PrJ9 REPORT NO.; 20-0727.02 DATE: July 27,2020 PRODUCT CATIEGORY� Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTINAMIE; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PuMolon-ftdijids," 4800 S,W. 51 Street Dave, Florida 33314 1. PURPOSE OF F-VALUADOW This is a Product Evaluation Re -port Issued by WaltorA. Tillit, Jr., PLE. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No, SIG20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to revipwand revision in case of a Building Code chaze that may affect its limitations and conditions 2. EYID CE S ' ITT .' EN AMME I-M 1.1. PROD O-N-0-0 C _ . UC19YAL-U-A-T1 UVIENT tlR.F.D.-y Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEU, sheets 1 thrut IS of 18 prepared by Tiltero, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E�; dated 0712712020, This drawing is an inteR ppvtii�itifg' 1. Evaluation Report. "J"! '. '46 � - ;��' , - --1-V'."' \UNS' "�'P-"' - -1 �' S�--v 1. 1� - -� -�� -11, S . I �,' - S � �' � ' �--� �--- . -44 I = --�:�- -- t- 167 , = . -1 611e'114*i� * � * �= 7- , "I I I ; �11 "' S. .In,- STATE OF �- ,0 - , "lliz, I '11r. OX".', ', ,"4 o in I q � -'. - * - 11 C, � ' ' I - � ". � "I'll 6155 N,W, 36th,Street, Suite 305�, Miami, Mori& 3 3166 - Phone: (105) 871 - llo C �"A 'i, 1 -1531 *10' ,,,I, tit] lilt, I ----I C ULAR & LIFE SAFETY STORM PANEL$- (SCAM 1/2- n ------ - - �-"-- --- - - - - " -",-- ---1.111-11 1-I&PAH (TORAL W1OPG`----- - I--- I -- -- - - - -1 -- - ----I- -- - --- - - -1 - 1, -- 7 - - I --- - -- -- - --'5-199, fTOCALWSRN)--'- - --- ,------ - I � � I ---------- --'------ � " , -- - 1 2�50n` (EFFECTIVE WTOT* - -- -- -- - ---- ---- - - , - - --- - -� I i � �- --- - - - 6 �'/'-"-"------- -111, --- ,-- � � - uw- --'-'--1---- - - : I � t--'--,--- I -- � - - I I � 11-SW � ', -, SPO- - r-t.'-601- �' 1."�D- - � �/'-Sw' . I � , -, I I I , ,,, �' 1� i X , --1'SSO'- ,,, ,- LIQ'Ir wo TTRCX !-A'='-'/lF I I � I �' I � I '' � I � -1 11 ' � I � - G&WIRM0, Sm I -�� " - -i� ' - - ' 4----, ---'O)�:" A"��'� - ' !— � Mi, I 1 k- � F-----�-#� AM A-0" I � " - `7 ' 1� "tL00- I � 1 I � I*- *', i�S" , cRtAx W VWMN f 2 li'71 �� 3. I t-w GAN, ... - e -4 I" '�" / i't, a-�'\ Y 'I - I 11 2- - I AS71rM A-0" /.. .L �-' " ---"11 ti, I aw, �' A I HA , �" MVAN - , 1� � ow I 1 $ TYP 9F.' � I . - -" �-T�? - --" � � r ."MIE'D N \ I ' "gfl) I� J - , V--�" -.--""--tN / T �3 � \ I CRAVE MY MR000kill 0 DETME AJ , 1� � MAX. " I 0-0 OAUY� \ I I - -1:W-0-GE '� i / I'MAII, / �' I - , T A I �' 1 40.6 I 0,& 1 1, ��L YA' I �-' - - I - I 1� I- I � - - " - � - - - - - - - - , , - - - � - - - --" - - - - , � ­ - - - . , - - 4 I ---,f I , ,,'-7:�-- I, , ��- f 1-1 = �- �­' ."_ __­­ ___8'2�­_______­ -1-,,S,. (D 51QN-ea" 0 = MMUML 1---4AB7"---.-- I'- :4 1 � I - n' 1 I-, � �' I -� I : ��S'pr�.t� '1�1 � "I-, " I., -- '-�50- -------"---, '- - � r- , �'187� - - 'I J 25' VA-20 -12;:� 1, I 'Do- IS 0. I I - 7ba- - 1� ;i"'U116 7 W/ NUARED evar -1 " I- 1, - 1 1.2W 1 4W - -eit- � -" SAPS I I I .1 # i W ---..fM-'2- i ), I � t�s SAID RIBBILD � W - I --L i - �- '� - - I IA-' �" - i r--Ir- ", , TO ARGUE i , i ", R-Ar I ----A-�:- I , I -- I ", 1.0 iT111,111. 42 '/2* O'F I � I I �>', -,�"'- , � .' ,,, A" '-��- I T I z - �' *O,W ImEr- I mz- - !� I � - - � K, , - ---- � !, , . N.- - , ';" 3.37" 1 2"' 2109" 1�590 i - t 1 1.560, --�';�Z' � -�-�- � � - ?r - I ' -- " , 61 � I : -_ " "Z,­ -_L_ , -'r I I - , '"� '939" Sm //' [' �-i� 7:�' , 6, I, -�'- � -003, ,,I,. it i-! 'I '25 --F� 5 -1 Sa IZZ - 11 � 2'� - i i I 41 i'-LZA�- "Ev"' I - - -1 A a ��7 � -- � il 1. -- I -140. ��!', It- 1 5, - I "HAMILI-1- - it. a 1 37,J , , -1-1 I - - - I' i 12 1 I I /' , I I � I I , _ � I 'M-'�--� I - - -- -1-1 S. 0.,-,-- -.11-1- - - �--t'w- -- ;-,.SDD*-' [- " . - '� - I - "'/ 1RDO, - I 3W '� - " / L--Oonir��*'-. " L.-ED00- - ROONDIED CORNER a ENDS OF PANa's 40"R. END LIP W1 14EMMO EOOE. (�) nL-ffAM @ Wv!.� (�) AWU (�� AN= WITH SIUD * gas-wmi MTS) RQMRn--= I - - - -- 71 VAPA'S i I WX W, � I -- = - t-j IIIA A �k"Jt .','� -?-P� TOP MXX 374, ,574' 1-1 750-:- � T I---- -- PANEL Aft. �- -Opr .1 -11- �7!'�"� � a-- Ir- - � I , f -- , -- , �J - a, -1 - " - ME-4 ':T' A � � � � f q I, 1- - I 11-L-"'--4 V -- A � , � - IS75- Di� 0 , zl'u- " � -7,5'D , � I i 1.497-1- tv, '- "'� F --;:� , ��- ' al"... - t I , ! � r-r-- -- IT SET- !;�L- --i-'J I -- '�' . , � I I I----- I � , , f -- . -11' - � I 1 4.63- - I � - I ,A I SOB I k- -,- I 11 I - "Ciii:r I '543, I � L- -- 111. . I � '7��01- 'cl, 8 I I , T SIS � � .4w I i � : , � � - -"r I '. � � Icr= - - ; . � ' I L�i I I, , I ' 7- � ,,,, i I --R,l i PER. L.- - , i- - 1 , - � - --- - , � -,- , EVERY PAREL VISTRAP L�e i . ' I t � W, Am' � I' ,8*. L ", 1---� .- 21MI-1- - -(Typ') 7,000, 1-- XEX Efou WASHER �1--!r----1" QV � -� -403, (�) -F- TRAQK-AN= (R AaL.!r� (7) ELU Una � ------------- I � OD36- Ite,) - - 094* 11 Not, )EDL= , " I " ' ) 1�1" — TZED STEEL - - � - - 14k ( 344, , � U47,N - I ... I I 'e',,A I Ilo IV am � I:" - - ,-- " � - - I / 4g -, .--' *'-,- VA mil i I -,- - "" - , I � '* - � ' - " CENS - Ili 'I, � � I ) ,Be,,- � �&. I" I . L , ,ly �' *%. '-" t 8-1 I , .', , , I , ,3 � " - "' A ' \1 �-� � ,!I-. I �, 11 ' � t"':- 1 27 I � No, 44167 - , 1 ,7 � 13ii�'\ L�-- - �' . , ,- -� - .* k � � , ' � I , -- r 3 *. * .. 1, , I'LORLDA BUILDING CODE firigh ValoPity ffi cOnt, Zone) ; I 4--- ---i V BOTTOM 1.-------1-P11-- - I-- - �-' - I . � I I r ; - �- ' ' NICKEL Or PANOL STATE 0 %�-'- i -G.% IN"No r4=1 IV_ FP 1 .03"�" ` ' -" - Q _, 20 GAGE GALVANIZED STEEL STORM PAWL i c1c. WNG MO 1� .1;-. ��M- Z 1-- 12S-7- -195- i.. ��"(C' ge *Wl" el, 't-1==,'i�- 1p, , '� 0 '�-. F Ql � I , � � 1-10 ;!P�' '. " ------- - - � Z600-.- * W-H= --, !1( - -7��-, /'r1-LrE—C,0 0"o—W WA .4 ALYAM I,; �-a Xi(*�5`1--�- �"' TD, \ "AL PROTECTION PRODIJCTS, LLC. VIA , "'IV 'A- ' 49w or"it 'Wwl VRW (13) 2*X7TXJ X AMOOT"To" WE MIND PUT W/019 - =I- � �20- 1 7. MONOLITHIC WASHER W/ ADDITIONAL. PAOW-- 0`StX"-?15Q4 IV, PI'll)"ll-Whir, _ 6] ALWMA-At= A �4 V--* afti"WAt". _ � 7/aY*a/32` WASHIM (SIAMILVIS �E SEW./mmnWatm IIA-t.wl. � A -T � - I � - Sim OR NICKEL PLAIN!) IMI) =' Z LL--.- - I Le! �-" , . A TA .1 --, � . , ---- - � ; I ��� � � � � �;� 1110 A I I* j 1� - � --- -1 --- I IM ��� ; � 1xistINC RW%EB � i -- . - - 1 - - 1 ff, CONCRETE 09 I (D CONCRETE SLOCT [ I I I I 5 REVUREO. ! I ," 1 ! i T , I �. I � I 111 -11 ��' I 9 " � ----- - �- � I- ,.� 11 - I � i - Oi 11.1�- 11 kt, 9 � 7W 1 9 u-' ='-� T' WROWlY a 1.9 - '�L ,; ---I —F, AID'. A MY - F i SO, � i I 9 L----PW 0, — mowli I � ' I CV M r1,6 =TION i ! i. 11 t 7777'7� i �i 1 21 1 i:- I 9 -11�11 i �""e�".-"l�'-"�$;�-,��-""L' � � ��-- *'-' Omit; POURED E P x,' I CONVOLIT CA - I :�r I I I � I I ; � �--� ," '�-"' CONORm BLOCK f �"' RRAMISA -- i I 6 I = � P I I MO � - 11 -'4 -i-- it �--' ' I � CONCRETE HICCR ! , ��" - 71� I ----L--L- maum, - -------- " - i -g/" F" Vi�" Mx-,R SB Rmatim ;' -"-'� FEMALE 0 ABC 100� 11�- PLUS OR C, - -IAP-CW COWRIE"! AN , %wAkf.16 I -1 _ t'DL I --':`%� -11 r, ' Wlm= 014 I WALL M Skaris a TBWW' 4) 9 NO-(QA1Q ly I ' I -�11111 uq�..r' I ---Qf,X,CiEsBNB * NEW 11- WRRE t VAME5 . 1/�:-' � -1 2� -11 �' TWA AL'JM TM OR 1, A I � � � M11kc M*.D/ PIT WOW PLATE SPACER I . " L� �'--VOCQ RAMb ' '/ J I �( ,,, � , "I .1 * NEW 1� WOE x VAWS ' A I/W '- - i � I L� ! &LAIL TOM OR 1: I VARIES - i , , ,I` PLATE BVICER 1-1 I i 61HO"ORAOR I tF I 4, ' --- � -1 "U'DROC INSIORS - I - : i �- '�' 4 1 � - -T I ---- istr SCHito'" ON SHEETS e TIRIDUCil .7';t" 11 : - --,#t H = O.M m ; - a I Iii � 4i It , lc� AS I L' I � clAS' UR*U`rf� (SEE SCHEDULE C94 SHEETS a & S) ! NI 44167 * i . * "�:: Y WE A MAN) � -,a' SCATE Z/16-1' t = I I V, I I �"�r 4" �� -14'" , - - - " 9 M W6. " "I I d V .4t T-%- - I I T, . § 11: $ : -� Wiv- - I- /-,-""" I I Ao� AAiA�,A � , "' - iO4 1=7.1M 'tt -,--/ I --"' , q .0 /--�- , I �' �' , I � "A' -I- �' ' I 4IT.W ',-/ aiw%= I ' � Q%&�Rm) � - -1 --- WWMV� "g-A7VIN) E-F�r =—. , fg-=- iffi'�- � I 11'-�,Z'�" ml= ==`" . h -,- ----l' -, - - 11.�' I I -1 -IF-------------- , Apmw= � I -7-=TRi �/'-. . I LMt I "I'Don .") - '�Wcv � -00I. AM 0~ K1W- il- -"�'�'- :�- - -0 =A=-l. P, � -- C-0 I I � F (Ps) � bRAA .� Ro --.'� * I , I 11 -\ -7-1 , � 2=1 ' . IF / \-J SCALE 3/tit-1, 4 BE my UU-E-MAW ----- SCA191 311f�i- W�= - I 20 "GE GALVANIZED STEEL STORM PAWL " - "U"""", " " 'IV ------- \ ��--' *. C 0 IN. \ �609Z ;�Or- .0.t'"Enovu I U T 20-i'16 0"Aft * PPODUCTIEVALLATIONRUORT NO, 20-0727.Q2 2 2.21�P�OR-' I Large missile impact load tests were performed under SSTD 12-H standard as , per section 1009.1 .2 of the Florida Building Code, Uniform static ioads-as per Section 1709.8.3, per ASTM E-330. Test reports prepared byArneriCan Testing Lab of South Florida, Report* 08-,14.01-01 dated 03111102 witnessed by William R. Mahrier, P.E,,. Boriz Morioz, P.E. land Henry Hattpm, P,rz. and Report No. 0219.01-09, dated February 25, -2009, signed and sealed by Edmundo Largaospada, P.E, and Henry Hattern, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1509.1.2 of the Florida Building Code. Test FWPOrt Prepared by AmencEin Testing Lab of South Florida, Report No. 1 1 ' 2�,01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P,E, . Tensile test report No � 9CM-1g,f! by OC Metallurgical, Inr,, dated Match 13, 2009, signed and sealed by Frank Grata, P�E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, IOKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jarlofano, P,E. as per ASTM E-B. 2�"TRUCT-I)-RAL-ENOMWERWjP-C-ALPUUff tg-lft' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum arichor-spading vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 12116M 0 and 08127/13 (for this revision), signed and sealed by Walter A. 71111t, Jr., P.E,, li,L��P T �Rl �T , AKCf Large missile impact undersoic,tion 1609,1,2 of the Florida Building, Code, as per SSTD 1.2�99 Standard and TA$ 201. 4. W JND-LOADS E, JIMITIANG 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum ganef length shall be as indicated, on sheets'g, 9, 1 0, I 1, 12 and 17 of 10 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Aricbeir Spacing shall be as indicated on shoots 5, 9,10,11,13 thru 10 and 1 8 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. �M Gage Galvanized Steel Storm Panel has been verified for code compliance to workas a rion-porous storm shutter assembly, as per SSTD 12-09 Standard. � 00�0101111#ft#"' I '.". I -"" V, ----, .' -1 . � 1. � 1-1. 'Lr,--7,II=' -1 I - 1. t I,----- I- 11-11 6 '� 'a I E I : -?/-- A -- :*= - . - "! / Z '.. EOF .:CIE Z 11 . . � � RI �- . < " -%,I �"j' '�' .�F.' 11 I ...... I -- $I , Iflin'T" It ' XRUR='RVALVA1I0N-VrlRQX1XO- 20-Il A 5. INSTAWATIQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document �P,E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 15 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-176, tMAMRIALC , WTERISlICa'AA�ND—SPECIFICATIONS: Shall be strictly in accordance with. General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P ,E.D,), drawing No, 20-175, Ancho r specifications shal I be as Indicated on sheet I of I 8, of,Produpt Evaluation Document (P.E.D.), drawing No. 20-175. I I 7UNIT&T—IONS 7A - Shall be strictly in compliance with General Notes No. 1, 6 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (PI.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A.T11111, Jr., P.15, 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 10202 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report. prepared by Walter A. Tillit, Jr., P,E, (Florida License No. 441M, President of Tiftecio, Inc. (Florida CA-0006719). WATILL D:ITILTEGO ADMEN RECORDU GALVANIZED 87EEL 87ORM PANEI 1--l" -- F- 1/4, 2/*, ,1/4, 4/4. 5/5, 7/5, *IW/10. ZW/10, 3W/i% 4W/10, * 6/5 1 SW/10' �-' ,�' MiW­­ - _-_----- AAGHORS� FOR CONCREIT SEE SCHEDULE ON 94EM 0 * 0 ---__ --- ­ --_,5: WAX_ � I' 0%, � FOR WOW SEE SECTIONS on SHEETS 10 & I i i I UK , � I I - - -- - -----] 6 a / � a F-- - - --- --,-, -,- - ,I-----, -11-1; �---- - OM.,(D, 3 � 04��& F I,'---,,---,, ---I'---,,-- , ! � � z' � �-'--� -7--Y --- T--T- ----------- - ---- -r --- -- - - 1 - �. I I � . 4 -- 1 , � I I , , I I , I , I i I I I I 1 '5 � � �� - --r- --'--F—' � , , - T-r-, '-+------'�� � � � I i t I i I 1 1 � (D' I i I i ' ! I �' , I , I I I ! I ! ! I I I q)4(�), 4 "44. 6 ' I I � I i 1 1 i I i I i � � 1 1 ; Ia Fir - 1 I I I � 1 I ;F " I I i 1 � I I � f 1 1 � 1 � I I I I 1 1 � I I I �' i ! i 1 i 1 1 1 I I I , ; p I I . I I I I V , I I i I 1 : i I ' , I 1 I I I I I I � � i I J I i I i ! i I i i I i � F � b V '.' � I 1 i t � I . I i � L- 1-1--l- - '!', - -1 ,-.-- - - 1� . 111-1-11 --l-i - , I - L- , � -- - I i L -- , i ' - !, -L-11 , '�� " , - , ' -1-I A 9 '� I "I , "� � I � -1 1-1-7-1--'- ----- , --,-,-- I : F 'F - - - I' - i ' I � I I , � �� T --T - ---";'� -r-- -� -r-- - F-7 T-F-1-1 "t I - - 1-4- 1 1 i I i i 1 1 ,It I I I I i � !3 . . 4-"-� 4 1 1, � � -1 � - - 1 I J- I � I � I ' -`t,---1- -A 1- ' I 1 1 � 1 I 6 I I I � t i ,I I I I I i �� 11 - , ' i I i I - f-,- --A 1 � - --t - � � , � 1 -�--' - -7 i ' � 1 1 1 I � t , � I � � 1 � - 1 -14 � i W , I I I i I I r I i 1 i I I � � . I 1 ­1 - -1 � I i i I 1 -, I 1 1 � ; 1 ! 1 " 1 � ! I "t � -1 �t I 1. - -- -- - - I f � ' � ' ! � IsAt � BOLTED PANEL$ W/ 114.- i&i'�- - - T - I i I !, - �� ' I ---I. � ? � � i URSOILTED PAN "I I I 1 '-"" 1 , � , � ! i I I i I -1 ' �';S' M.S. 130" %�'� A Sl"y- �' I tT I � " " 1 , � ; I 1, Er SCIT , ; (SEE SE I � i I i � i i I I WINGNOTS a i � -A, � I � � i � � APPU I " LE) � I - I I � � , � 1 1 i C= SECTIONS AS APPILIGABLE5 � i � I i i " I � I � i - 9 - ' ,` I " I � ! , : I � � , ! � ; i ' t � , ,I I ! 11 � I , � -]-,-j I- 1-"----iL-, -'- --1 '� -L',�� 4 - - � -L - -1 i - -�-'--.' -I- � ,,---- I-, - -LJ � If- I", I-,-- - ---- -- -- I I - 11-1 -- ,,-,, -- , x- -I , , , t- I � � - - - -- - ­ ­ ---- --- I ---- T . ' , -F-'---' T- -T � --' - ' Z ED , I ' ' i � � , �' ! I I I I � � T I , 1 1 I � ' i I � " i � I 1 1 ' - ; I I I I I , " 1 s , I � I : 1 1 1 I I I i 3 i i I " i I i I Z i ' ' ' I. 1 � � � � , i I I i L' 1, � i I i I , I ' , r I ; I I � I � � I , i 1 1 � � � I I : I 9 1 � � ; � I . I i � ! � I � I 1 i i , I � i I � � i � , , i I c I : I j � � 1 � 1 1 i I t I 1 � � - , 1 1 � " I I L-1 � � 1 1+ I ' , i -t - , - '-- I , -1 ' i I ' I --- I I M- 1 ; i­ , O.M.11�9�04) - I 14 -11, -- ; -11 is, 1, - 1�i. 1 4 - 'ilg I I ot ,,, ,I '01 I a) I . , , - - - .... A " , � t " I (�)- 06 , 04-@, (�w � I �- E "'C''.1 1 1/4, 2/4, 3/4, 4/4, 5^ 7/5, 1, RHIN. I I WN �-6 1 1 - � +IW/10, 2W/10, 3W/10, 4W/10, /5 1 SW/10, $W/11 & 7W/11 : � ANQNORS� FOR CONCRETE SEE SCREMLE ON SHEETS a S, 9"", - - --'----- ...... '. -- -- -"----'------ -- - ---- VCR WOW SEE SWTONS ON SHMM TO A I I ,- '-" U I '12 A 1A) ELEYAL10 N.T.S. 1/4' M- CAP 2,67, IT - I oID, GNEPLf �1 WmE VALLM ­ I ' ' -'---- --- I --�' �- I I 11 --- ------ � \ /-WR "� ' ' ' L- I , ,-- - \ - � �� �- % 7/4� 1 . .1 O - --/ ' 4, WAX_ W 014 t­� I. �r �-� : '10� . W 'ki. - ". , � --IT , .'/0' � �- � � � �*. , I'LOODA ITUILDING CODE (High VelaDify Nwirricons Um) f4`� P� , ii�sk'%� - , --,—-- -- M �-'� .' --- -,.- -, --,- -- .1 ,Wine RLMM 2'r 20 GAGE CALVA0,120 STEEL STORM PANEIL "I i DRANN SVI, . * ,,, '-* E - -- .- SECTION A-A7z ` � - - -- wtw- I - --- I \ GLOBAL PROTECTION PRODUCTS, LLC. QQS HAS. - ATIE I - I / -111 IFFF; k C .W Slit. 151 In --- " -;��;-;�;�--- -%'!0';-'. O R "u-, -- .1 4 D*IIE � =H4 1, .� 4- � PHONE ART? 20-176 '*' 1-1 14�1...1AV==,tWA.^= ' M- ?W� FAIL (454)40- 11 .-�` I - 2 I." 0",S* � � R'S --, ---I i ( - . - I, - Ii, i ii; DR11-4 ft� I .. W.;VR, %RD"DAM, C.-Wwk I I - " Ruff. AS r. X:: . , - - L-- I .04(p ANUIR & -1 --jL ,-Cfw, ,i 1 -1 � � - -.- ---- we . I - - - - � 11 - -- . .1 ::= I I EGULAR PANEL111-" e ------- �Mnm CONCRETE --Vuvry CADMCIRM -7=010cm - -11-1---l-ANDlions, FOR CONCRETE SEE SCHMILE M SHEET 9 - -- ----- � -,-.- '' , MR WOOD SEE, SECTIONS ON SWEET 12 -I � I Oft CONCRETE` BLOCK I 111211-11RIE) C04MM AIRSOR, � : � -- lem St"Mu" DO : I � t INTUIT 4) I I � i --�z - , -,--,-, - " -1 I I ""' , i ' R� t I � � OR CONCRETE BLOM ; 48OLWMD � 004cam ANICION't, I .1---fREt I ; Sommar ON r � � ; sYW IB ! � Z-'�" -1--l-11--1 - , � i , ,,, - , , � , 1 � ---I � I 11 - I I i � I " �'- to � REQvIM CONCRETE ANCHORS �- -1 _ZSCHML, 'N . ! ,I � � � � X, -- - - - I , � L , � ------, � J - I I I � . it - � � - I I � I I � ' � I I " � '. �S 9- 2.67- M..' : I I 19,, (NN CMQ1JiJR - V&LE* ILItu'aftl0ye I'v", 1� - -1 � � -� I- I I I , WE 40 *M � I � , � � I : � � �' I I I I ----i-,-, 73 I � : � k A �� I " 0 ---* ! !� . I I I I I � ; � � , � i ��'L I ' � I , I I , -I 1! � � I � , i -I " I �' � 1 � � , -� I � 11 I � � - "I � : � ' , i � � � I I I , . I 1 � : � ! ; ' � I I ; � , : � I � i � I ;!� 1 � j� � ' L i I'l,", � ; I � � I I � � I I � , � � 1 1 I , � I I � i � I I I , i � � f I � � ' � � I i I I � : I � 1 I i : ' " I �;'�� I � ! '�� ; , e � - �' i � � I I % L r E, � I I , , � � � I I � I . I I I SBX � � : � � 'i � � � I I I i I ; ! i i I � ! : i � I � I � I I � 1 , � I � , 1 !� 1 i 1 1 � i ! OF IV : � ; � � f J I � , Z I I I � . : 3 CO, � i I � - � I -U) - - . : I ---a � � I ; I I i MAX . L� , I - -J .c -� - "J - - L --�'-' " - i. - : ! I � I i � . � -" 1 � � I I -- � ,�" ---' -41-,% 7 -IS" -- -". � 41- - - -� - - - --,--"-,"7-, � 7 - - , i � "'Z�L;'. F I I ,,,,, , � : 3 I � � � i� gi� � . : , I ��' ��i "I " , ' ! I - � . . . . I 11 1, �-1'11 I I I:, ; � � I , a 0 n' -�'� I " �' I � i, t I I - --` , � ! ; I , � ; 1 � � I . . ��':'-,'� � �� ... . � 1 1 � � I i " 3,3 � i ; � � -" .51, � J � � lfi ", : I I f 1 1 �i-' I � � 11 i I j ?e6 I i I I � I *'�,:!R'V�� 1 � , I'- e I 1 A`="Ilao" -4 i ! ,a I- X1 t 1 i 1 I , . IVWMIRW�' I i ' � It- Z291-P, � � ' � e T ; It, �' C 3 � i I I . L " - , �,Wvw A, , i - '--''� r � � # 4 ---,,I � : I* 0 , i 4' I , , , L- : ,� � - �, ��'l " : � I ' I � I � --�-A+� , � � � : � � I � � i i I .' -J 18 ' I 'lw li'� Ai I i�t ! I 1- - , I - - - 91 "I '--;�' 11 I 11 "A' � � I I � � . � t tj r I ... I '� I ", - -- ---,-,-- i I .w e ; � - , -""- � 1- t - --I- . I ' AS 1 W" , 1/4`1 IWI , �- , �j 1;� _' ' I I �-- lis ' i � 11 I +* ---,- I t ,fxr in � � � t � - _ _ , - - I - I "K . - � � � I I "'z'-;"=-',,Q,'' � -6 - �1-11- � - -4 I I 4 i - k � +1 i - I , I,, � "� , �-: � �Jl . � � ? � t 4 � : � I i 11 Ty f 4;_ I � I I I � I 1 �� - - �3 � I k .' � � � : ��' i � � - , -1 I �'- I - -1,11 , � - --11 I I i � , r I ! I � ;; .r�'- I I � � e ! I I I . � , I I i I � ! � I 'L � t � , ti� � � I ; I ! I � ' i � � I � � I I e , ; � : , � T � L! I . I I I I , � � : I ;� I t I � I I � , , � � � 4 , : I I s 3 , I � � 1W I � I � '� -V i � I I III I : I'---'1'---------- -4 �7 11- ;-I- I ;q 11 I I ---:��'r I I I i - -;-"! - � p . � �it 1 � ; � I I I � -� � 3 � A � � � � I I I � , � I ; I i � , � �f� i � I � i j I � 1 � , I � I . I I 7 - -- � � , --"-----'-' � 7-- ;-� f "" -- - --,- i --111� .i �' I A Ic I T I 1. � I a I I � � I I I I I 50, I I 1 � 56X 'vVia-11 i � or Ic r--'A � ; W", I � OF V ; I ' I � i ' MAX . I I , I ,'. � IWQ( . I I , � I �- -1-1 1-1/1, ; "I I . C"p',-�' � I r -0 " I � I � � � � � . I I I L/.X*V:Q" ; i � � I : -r ";' . � I , !WZ'W ! D.P. : I 7" � - - ""-- " 1 1- - - , � ,,I I . � � 11 . 1 7 I � I I I � f I =E I . i � -t : � 50% � � Of' IV - , f""""�'-': ��f ,-"""' , I " I "I , I'll ; i MAX � � � --X I I � I I 13I � z � "' I ; � '�-'.'111 � I I.P I I � : I I I � � r � t Z I I 1 I I � � �� �� I .. � 11 -I- 1 - �E�- - � , � " - .r-m- -,-".*w@ "I *,Va 3, - - .Vft I " , 1. W., � ANCHORS: FOR CONCRIETt SEE SCHEDULE ON SMEET P ­­' -, , , --- 7 12 ---, - 11 - 111-� FOR WOW SEE SECTION& ON, SHM li ii ( I - l i '. ' � -, ;R� 4. ' I �:' I I � I " I ; � I I � I - , ! 11 p -� i ; I I , � 1,/r 01C. � � , I , � 4-7 i, . � i 4 I '�"� � - -1-1-1 � -1 : t" I " I IT I I I I ;'111'1�1. I � I i : . I C L-r r 1 I -S . � I ; - 1/4' WIT, W 117, - I � ,1--" -T ""-� I " ! - -, 1/4* i y I" � 11 , - - I , V : I i : I lsw�� � T -- � I I � J14-A-2NC/4' SS, SOCI � � - - - WIRP NUI ; ! W/ 7/6 ." � T I � I � j I � � -." " - ­ j . I ! I I CONCRETE mr I ipak OVE�'�l *w TIALLEI) ' i - - � ' I - c-- " ,Pit ---- �- �----"--'�-�';",-; -- -- - `-- A "N, -- -�; - - - -�� z �t' 51! I -- ��---- -�-N- t'�' M-, � � I CA'A. I I ; 0 2 1/2' 04, � WHORS � I I PRO: SCHOPOLt ON . � � � , - - - pRaRm ARClows STAOMBED W/ ISM %VED" ON � � 0000"Jin ANCHORS I --- MSZ" ON I � SHEET 1) !/41 . � M", I q, . "J� I � � SLam OR -%� , S N A=A-UMJ - � ------ =M=r an aLOCK I- OVE OR I --maw 09itic DIN RBCX lltoulfft fira"ORED SCALE 313r�l "IDUAW ft--- ! Nvmw A l I - ltl"- I ------- - -- - .. M%ff SDAUF 3/aPo. i"Eff SCALE S/0-1- SC!!PV14ft1;M, I I . I ...� 1� - . .. �i�' � - . � JFLORIOA BUILDING CODE (fth Velocity Hur Cons Una) -'�� I 10 S :: S' UNIT =GSCAN BE , & OT OR MCQNPNG5 =SUT LO t . - --- --- I I ' I S 42020 PL'=, W- 20 GAGE GALVANIZED MEL STORM PANEL .1 - No 44167 ; = . - 1** * � I - , - �� �� - * -- I I -�.- - � -1. .1 , - -"I--I---------- \ GLOBAL PROTECTION PRODUCTS, LLC. I .�q . E 0 IL ECOt*-� I r.P OMAN ft 107JU/2026 TAW I, I 44V THE80 Ii MAY �VAV TO SO ' ANY INSTALIATION. , ;kO!�'��'-' �r OUVWIP-111 '%�" 40 !� V01--t ROL., A%��.-.z �-;�. A A A�Dn =afr' — 20 -176 -- -,--" , , , " - , " , , - - A �P' - '�. " . . "',;I S 67 '� 4' ­ - A,= PHOMb C44NO-75�b, W (05.)RIMI-SAY1 - � OW --I- � - I (ART ---I - -7m wq� ft 1, , "Is simom � W/pArt .--.-- VA-ac"110 At . I � f Ut - WNOTER A. TILTS ..' RE , TO �� 4� I FuLow, III. 0 .ilu - H-"�' - ::�' - ====== -- =.- - I---- --- - I'll I -0-0 a) a) = C/) -0 —M > a) C- -1., 0 L- a) (L) L- C)- CL C 0 0 L— = -6)-4--, co 0 -0 (1) - 0- (1) . Q) -t-- (1) -�o 0 0 -0 -= ja = 0 L- c- -0 C 0 (L) 5: c CD = 0 0 - 4- co LL- "- C:) CU > . - (n a) L- -I-0 L— C- = P- co co -0 '��? .11= CU -I-.# cf) ca. < en cllij C= C"lli C" Cl%J = -< m: t 4 Z W mi -= '2 lrl�/ 0->All :91 uj C) = D-' - =- 9 = 6 =- C15, = Cis 4-� C'4 - -= M >< -; 0- . L- =M ,cj=- - Cn -= C�4 -= U) " = Cc A< - C'4 - W 03 i.c 3r ,a - "' - 2>! E = C' = C CL) U := -Cc = 3: M ..r3: C., - 0 OD. -= = - w cu :1, = cm .!= CD M -=. J= . - �:-' - -= MO = . Ca E = E: C.O - a) - (D C"""""' CU 0 " " :3 LLI 2 < = :7 < -J 0- a) (1) -C-- U) M > 0 L- 0- 0- -6-0 0 =) 0 0 L- Cl- a) C/) M M SHEET NO, SH 1.0 -,.... N C/) C10 N _I__A U �� N Q O ME 11a*I " SHVWALL FLOG MO TkJhl LNG �NSTALLATli7lt 1 RE ' RE a CMAXIMUM A.S.D. DESIGN PRESSUR"AlING (n.s.f.) AN CORRESPONDING MAXIMUM ANCHO _ � 0A' O- CD - LIaICAnE RrAaWirS ' +SS,O R+,1.. -JRD Pax J i E (#E sc`R` ULt LNr_ , \ U {sTi 41 �0u1E GH _ r ---, ` % �'! AwsMsn A Ww, iraw,7 ra a PY __ _ SPLIT PANELS ,_ �.; as -- a J . mw, Sods _ 1 E`OUwaM'OIEre ` ; '4 i sal , ' rm,/A•.n.-r , -- -_.._ .--.... X T G i'Q ETE :I[ Ck NCRET BL.t t� .STRUCTURES AE m f I I f I '' I -,.11. tU- _-' ,. r, -r T, t "�"- MA_X LtM PANEL..LENxiLi.�.�r,� SCHEDULE Oa01 FOR PANEL4 (,{,# RQSiAIihTWAfi AS PER SECTONS 1 THOU {0. tN'7 SHEfIS 4. 5 8 6) � v ♦�� 1 I " IM) O VJ . I) / - ....-� a �-- (( IDP a.1 i.. C-^'� �) ' I i # I ; ! ! (VALID ONLY FOR P &' INSTALLATIONS AS PER SECTIONS { fFtltU W. ON SNEtTs 4, 5 k 6} - - r - ,. t1YD �ttbYl ",, -1 i' ;--itP), Ta•$@OTtAu} I _ "1 i I 1 , iF1UNw - - �-- L ,i. a :_ L.I ;l. _ L 1 1 , �pWw w"Am ANowme; SPACRia cTki ED. +' a ,fr - O L \ i - ' 7' : - Y-{ i i - 1>ESKa,` PRE5�1�E Fh. P[ H.4H t wfY.aMAUTa 6f�ARxTpN PANEL rm TO ASD 10^3 TAPCAN Cf TM_GRP CALM.-lN PAI,FyMAIE FEMAF ID AAPadMAIE PLUS $OtA 5£I FPPL1G01E TO O O AI i Y Y. ; ia1:11aN ,. ! } 4 . T �. I I' ! # j RATWC (CatJ tF£E- j r m RfA4f CONDtrIDH A,. t# SECibNS a W,%!MIBr 6#1El _, ., �.% r. I L' - 1' t-. €{" i'--.--„--w! 4t9Na a «ui. 2 i I I '{ ! I = I ! I i I I - A 2 ; ; AR€ss I m TD Ta to 1 iG ; To aN+' nw't SSNc1N 1.• tn.) .'` y.-,_ { - ---- s I I I # , I ! t35.5. -72.0 Y-S• DR LESS ( 2 1/4' UNBOLTED I THRU 5 A 7 Ta CONCR£? CONCRETE m CONCRETE CONCRETE TO CONCRE7£ CoNcwm TA CONCRETE I CONCRETE TO CONCRETE # CONCRETE 10 CONCRETE � CONCRETE m THEM O ��e'� t j R EDGE w wAu ,., f11; .tA u/r IV-i it I ass.s. -� - - _ V }� 4� V ,' i i 1 { tP-•T.) BLOCK aoCc sLoox BLOC. I i $ R APPLIGN-E i. • '+ ,An 9{F'€a,W4ife tMo E' i I j I l l 1 1 ) I I I v- 72O I >7 -2' to 8'--8' MPc I 2 JIs• UNHOLTEO i IiR,U S A T O s/,s'. t7aDtiN x. i6 i I I f? '.. -__;. t gp� T - .w. Manrx ME- 2 rlt` I j c } 1 j ) ! TED AT MmtEloGtN 6` NjA N/A N/A 6' NJA. 6` N/A 6- N/A NJA N/A 1 (TOP) \ V > __ A 1/2- �,, TOR WO , 1} 1 t I i 1 I I 1 ! k53 o. -7z.O >b�5` ro 11•-2' Wa. ? iA'+' R, i [i_--_.�._. y—T- AIN. E.D. - C ram 8,00, - I- _- 1 [ 1 f .L L # [-I... .k I i . L I t i ° BIkT#'b ,N r. N/A N/A 6` 6' $` 1 6" E' 6" NfA i N/A VJ wp�p1D r I.. - _ _ +•13-8, --b.tl ,R'-i° OR Ii55 1 d f2" AT om,w, S n' & R 4 to BeB' A• '`jj'�'` j i b 1 t _ . 1 I T--1� { Y _ t 6' N/A— N/A j NJn S" NjA. 6- N/A 6" N/A NIA N/A - 2 (TOP) YCD "_ 0-j l,^SEE N,'" 6E I- - ' i 11 ° , -Aa ' SOLID w/ ,f4'a-2A1' SS M,S a wltxgadl At G+EtW.AP k NtLS.ETxr,B'1 OF PANEL -•)f a, z+GEA @ 1 F F7, • aR id,tl ?: .. / tp^ - \ I. 1 Co C- . �y CL 6" # N/A N/A _ N/A 8' fJA 5'� -N/A 5' N/A N/A N/A 2 t@OTfow) = fR O j 9 txo. ; t SCAI:F.: %/4- �..i'. .SCALE, 1 . a T I I 1! '__.,....__».. _ ��Ar�J /� I I "4 ! --:- " R r95.5, .-72-0 b' N4- N/A N/A 6` F N/A 6" N/A 6` N/A NfA N/A 3 dt 4 (70P) >T`-5". -f0 8•_@r ii . � V J ,_.._-__._. -._.._ .._.,..-... a " I _ s ORP w� » o R� PaNB �!iTtli, ; '- r v sf SPA "I s+ 9i I E t)R F T I+� PAI LS C1 8E 1 dl) IN1"*TALt 6TEt} 1S OR cegs ..dt =,-rrrwDr t ewc�N�PNvm'wa kv-s- -.asuw • rnz tc+.uwr cw rsas ,aem / / ; 1 C cam: " 9 Ix .ss.o F.aa. -r PA.c s[arnw.,>�--"�1 t E t R 6" N A. N A tt` R" 6""� 6' 6` 6' N/A N A 3 BOTTOM} i INTO EXITIN1 EpIEL-?.II'�ITE BLOCK iBUCTURES -- �- ® -7— al:Y9M. w o- -c ua.. *afxf { 1 - •.,:7-n t (VAUD Ot Y FOR PANELS % h INSTALLAROtYs' AS PER 5Ec'ftdHS T 'ntRU 7. ON SHEETS 4 Sr bj 6" I N/A N/A MIA 6" t N/h 6' N/A 8' I N/A I N/A NIA 7 (TOP) . W f 6,r i ;. �P" +°� rom+w 1.._ (1 _i1_ l „ 4..,. 1_ i �. C.i �A' ,--.- __.._._ ...,�.._'___yu...,,. w ...— sssLL -. i 4 O.C. i 1. ui1LLlN, -Taal-B aUO,' _ ✓AANUw MN4TiDRS 'lIG fW fA. - ] 1 _. 1 I SCHV— ON RR4 wm Q ,.,. _ I l -i( r. - - ( MAXMUN A. �___„__..�,- _. 12- �. APMNlCN' LM TA 6" , 4" N/A NJA 6' { B` 6` 6" 6" 6" NIA N/A a & 7 (BOTTOM) 1 ) T' i # I -f I ( # i y I 7 ` i # DESIGN TAPCfIVx CF TAP-6RIP C/tX-W VANELifTi FFANLE ID PANElWiE 0.45 SECflCtiS J $ { 114.YAYlw POMMEL I i i I , I . 1 I' j I PRESSURE I Am co#�eAtwN w1CrN i'tA) N/A I N/A 12 1/z' i s{/a• r2 tf2• 1 6 tfa' B {j4" 16 r/e` 6 I/4' I b rCf' N/A M/A s (TOP/Borrow) 1 __I TINE { I I ; I , i i 1 i I 1 I i ) ro COxCAfTE ornaDRETe TD CONCRETE ,q t<a:eRETE t Da.CRETE Iro ire DaNeanE m enMIrnETF eaxaeETE- OF THEM - -- i M4,, 11 6/, nw Ica, ,yam - I 1 I I = 1 I PLATING (Psa, ODN a x ; O AGK B m 1 / / I / / / ! f / R /@o jF I v. i I : 50.0, -53.3 N/A N/A 12 1/2" 6 T 4" 12 2` 6 T a" b 1 4" 6 1 4' 6 I 4' i 6 i 4' N A N A 6 OP TTOw) 8'-@' 70 tT'-2_�^I tit .I i— W/ fte.a/., /,--'i}s PD,E18arp1 nnD --.=--a .-'' I 7 ; . 1 I I I I 1 I s' N/a N/A N/a a' NIA i ^/a b' Wi , (Top) I - ! — a FxiTxo I I ) ! sa iz i e a.e Y ot ,:;.f CDrL�TL aN meoL•r 1 j I - 1 1 I l _.� g5.0. -72.o NIA # N/A 5 t/4' NIA 6 i jk" N/A 6 i/4" 6 1/4' 6 7/4` _ 6 iJ$' N/A N/A B (its/BOTTOM) '-g• 11.-2• atwn» aN aCA. I s { 7' 1 riLLtO ft- .{ I{ i i # I I j ji I J c` i s' t;• s_ _ i F, i (; ' ' O ! i _1.7. ! t I.. i _! 3 _f -t.. i...l. _ a_ H/a N/A s• a' 1 {BoitDltl I i ! d t .. -- —� _ _ _ 6 Tf4^ 6 af4' 6 1J4' 1 F ea�A Hats w -o' w.. PAFRL # (31 t/v. ns,v mtTs i _ s" N a e N x N/A NIA N nfA N A 1/ rO (Ttm I - tENOM a PREf9RE kAW wJ wdl@A a TAT . _T. j _)) nR __-� # WA N/A N/A 6' WA / / 2 CID.) ' — L ! 4 a .ssn Par.. -]sa 1-. --_ _'_.1 11 A 2 I I T I 1 i a I I I ! ; 2 6 �'. A3.$ -4&D 5` 4- N/A NfA NfA # N/A M/A H/A 6 6`+" 6' ) 6 t/4` 6 7/4' a. 9. }i 1. 1 i - 1 �'_''-" f " ' T °-- a' p(a N/a N/a b" I dIA s• f NIA Y N/A 2 t>7�ON) OR L€ - r I 12'-4' OR CESi fffLj� , a i ^-a••'•.._�.• - Mm.= - -.f._ '.,. ' i " +SCEs. "TAU 8` M%a NIA N/A B' N 4 6. + N!a O• R/A 5` I 4' N/A N/A N/A N/A N/A N/A B" i 6` 6 ,/i' 6 1µ" 9 (BDnow} '1 ;' lrpbs-ia uw0 r/a•-" ,-. -: -ram^ t• t '` 1 / 2 a t (r17P} :'-5 OR LESS F- 1 sTamHs 7 a m jjjj O I'm ,mr a tmraw) � TIY $y 2 : �-�--u+� tPAUON 5>:rN - (fir, wi.m+ EaS1EaR.ti_.. OR lEss _ ----•— —•------f— i _.._ t _.._- N,.°is i N/A N/A N A N A ' N A N A N A 6 1 /4' i 6 1 /4" 6 1/#x ' 6 1/4' 10 BOTTOM 9IFl . TI� I-....� a' ; '� N/A N✓A s' r 'r g 6' 6' 3 d' I (Bonvj) / / / J / { € (BOTTOM) -__j 4 ✓ 1'• �`. � _. 6" •_•-•�!"A 6' NIA I "I iI T ATION w/a WA N/A a' - 7 (lop). I I P1 1 tt SCALE { 4'+t* scAlz 4'.. OF xAxt $PEAT.£ 1✓6">*i" OT - J ...... A PUA"-.-._ I ' I /--L._. ! O $,{ R 6"♦B 6" % m8.i+f. a Ri1AiL-.RIIa.L_-.s.._. „-,•,_.-.._,- ____t.4 a F t ) ,. k d=`," b'' f.. Wei. co�xarouY / J t! ' r,Nse1 w A x. 'a 1/z• a4' 1a Rt Y # e $h 4• f Y.� I "f-;-, a iJ<'"'. s ttOPJBRTTtNtI PaRFD tAON,mxN1cPE�E \, I IJI A MULLION SC EDUCE T "7s M.. wuLUOfa REQUIRED un.„ _. t i SPAN (F7.) TUBE MULLK,N SEE SlffkT'S 1Q Ix AND 12 FrAa AN ' TYPE a SPAC C POR WSTALLATIDNS INTO WOOD FRAM 1+b.*.a i 4 Ogy�pE wrxJW%u SEE SHEETS to k It FOR ANCHNB TYPE a SPACWC FOR RSTALLOWNS &?K, wDm FRAME NALDIND. WMIA)V AtCHDR SPAC#NOS ANO WNIMUM TOLE OWAICE ARE INDICATED ON THIS SCHEDULE FOR E:D, LESS r� r IY ` isEc � 4 4'-6' ' x 3` A 1/b" #1#HtliN( WNAIW ANCHOR SPACINGS AND wBIMUM EDGE ft7ANCS ARE Rl CA= ON TMS SCNEWLE. FOR EO LESS THAN NDICATED ON SCHEDULE REDUCE MINOR SPACING Or VULTIPONG SPACING SHOWN ON SCHEDULE BY I i # E ON IPQ'6 a . S) aIaAAM N/A{A, THE NLLAMNR FA,C111Nt&. POft 1i95 OPERaTXlM 7O t�S51WC. REDUCED SPACfiO OBTAINED USa"WO %Y.&12W -- to y THAN WDCATO, UM SCHEDULE REDUCE ANgitR SAwCHG m AWARNTR SPALINR SMitlMI ON 56H£DuIE m i C--- f In W/w-a• - PAN¢ - yT` A' {fJ � � +�� THE FOULMNC FIC70RS.. FOR TIK oPERAnOY m Ew PosmF. RNLti,D '5iAcm 9 ,^m 1/9WD Yon SMALL NOT BE LESS THAN w4moU. SPAORsG 4aC{TF-O roR FAON ANCHOR TYPE At ANC.M LE001} 1 -�..I I ee" LOOM t �+ Pwma RATM4 > 4'-5' TO S'-6' 2` s 4" . , fB' h ,...,� L/ 'Tb, 1-T DF .L'O PA-1. -T2L P.at, `• • 5#.UL N01 N LEES THMT uWWUM Sf•MNO 1NGOAlW FDR EACH AI,S:lA1R TYPE AT 0.tiC1lCRS tacEHG. 1J +�.1. TINE T/.•a _ t14°P 1/4'. i/t"r tf4i. �` _-- - 2' . s' A L B'. . ' . 'EN 1 I/4 1// - �-�^1�14v'#� 1 s E T/4 t/4'• COM'AER.CHOkf s•-8' TO 8'-t0' / 2 `^ ,S, 0 s AND" TYPE - _'-- pAgRjyGg.:- - - --- - -- _- a#4#stH#NbNyl A"m TYPE LA-bTP "'-fE PAHL%,1tU[- C4K-W - mU0-ST #N{tiltl//I/ A t1 r A 4• . ,'4' '�a. iAtSW 6,nP.-�. .SOY[-w ..IOTA-.fI . �r _ a,ar a,,N sez saLDML ._s i z A A ,GCt A TJ4 NAA a a 3 3 2 ,/z 3 'a ,".\ .R A. T/4 4 oY s.Acrs a A PS s +. a, a . - mMLt a as ... 3 a s D 2 1/2 a� �' Ia,. NFaNR S Axb16 11n.) . i � W-1D' To B•-D" 2' A 6` . ,!e - . ND. 44161 _ w Ao� mNMG tAa a \ .. P4 .,•;A ' it * 'Aan,Anun i,sNr.t. u.�) 3 3 a a a a ,p . Sti. \CE46i,St ''•'?' •'YaexamAAn 'DPnan,. R•J _ s 3 3 a a a I/x �.�`ayl .''v ✓'sb • SPAM VAl10 FOR "O. D SIGN PRESsraE RATING � - � FLORIDA BUILDING CODE NI h Velocl Hurricane Zone - �^ � FLORtDA BUIIAING CODE HI h Velocil Hurricone Zone IFA-1 � —" EHSF F';� = FLORIDA BUILDING CODE (High Velocity Hurricbna Zone UP 70 . o ppat -72.A P ,f. .. z 9 ) v — apes a.a ON a a a , a ,/t • a Tw2 a ( y ) ttr,mw RNA. lw a a , fs a Ira . a Ifz 9 ) '° WFCNUM t 5 aU�-,A'SM g diK_N1ED 1 f#'., {` ' (- r:P ! 1 • �01 r.,fm 4Y. r� PA¢u1.EL1to E'sTDRw YELL`: i.'s iNeA�'c?Fi. . oamD maw. +Nc. ApIAL EA am mmm PAC= = : NO- 4 (67 ; c Fes'. AaDIL to T r A t T D a ' • ' N0Fl� y + 420Ro itLT{I'.U, uc. Fx. SE ON 1 O F Y 20 GAGE GALVANIZED STEEL STORM PANEL - 20 GAGE GALVANIZED STEEL 536RN PANTIE 20 GAGE GALYAHit€D STEEL STORM; PANEL SCALE S/8-1' �'`h�Fcr f.}F{ID ,^' +`'4A ifi I DFgWw m; , irA�-_� . ' _'» - _ - = - • * T ix1 ax: - r 1/2' 3 .A5 - - - Tk ." ; * = ,* 1PxWT5 m: a c cam`= / A"'" " GLOBAL PROTECTION PRODUCTS, °xr2alsan - - - ' 'n __. _ - m Asa $T E $ v . _ .. _. _. _� P.' ""DG`zee 2 1 2 `` - so - a.an _ �� >' r' m/ts/aaza {_ RO ,LLC G E 1.aG m - ? ,. -: GLOBAL PROTECTION PRODUCTS. LLC: cre: __._� _ _ ___ - a'`, GLOBAL PROTECTION PRODUCTS. LLC. wa: NOTE: MULLION CAN ALSO BE R4STTA.LER W Q sop PANELS ON TOP ---`'� / +E C V (NC. , 4m SW, 51 STREET ; 3" _ -.._ -- _... _!— .•_...._. O ''. 1.. ((�4' r TIL C O TN44. - 4800 S.w- St $LILT} 3 !- .W - t.a0 .63 _ i I;,.,. F.. -- I i Ey C O HNC . p / nLLR a ENDS NO tOMPANT LM*AC. R 3G3T. _ n -�••�'•-.•'.••.•.•-': 4' 1'Ii-tT • EN6PIE N8 ANY .�t46. iL 133Rt ,,.cam' _.,____ _ ', NASA SINE sr s REEOR &Orf,M Stf iHAR LR LOGATTv AT TOP t>a B07TOHA OF OPEMWG. 'r +!'-)%" a.+ '.w '9. $L` '°•-..',,.•." UT TNa COatPAA'Y D41W, n. 333,E Qy, s y 20 176 u y. aW, APAwa.A . n m� P=+rLE: sat s-]sss. FAc. fw3.)eau-snr 28-" 17fi - - r.va - ,..w [ ��6y3'>(ON£ PATffS. OpFjiWG Wf TUBE TDP b B(STIOW) .r, ,A sa, t fy zi"16, —C vW w+. ... sa. i.�".' t n :Lae PtroNE'. C904)�-754& FAx• (ww)mae-s7sr - 24-i7G a' y, At1$r asrP'' .n a w. a[a vawa, n Pam: tas4jdN_15u.. FAQ tR )so-ask+w.. , Dmi me-txw ... , tT m-Inn Per. is m-rs:a :. a�PE• sm,-sNRA11% TE Qi 020070` wP.. Pa,A'o+or ..a NW.. WuaYJG Ne.'. Fr fralA# N (#�E 1EMs'WRXwMs/twn CA-omli9 A N� It •tF%#M�.,APP,w Am' At Aa.♦ A.a.na .,u s P. oaPSA. aP SRAwm IN: Arr .-......- .x.. .— Av®rr. a.F OIMWAt. NP. .. BFtEEi OF RG s41GA _Em s Y}REET a 0r 2G Lk. 1 r aP 1.i.1 - . SH6'T 4 W -- WMTEft A nLDx ,Ir. PL a >YP,a-)4 . - WA4tfR A. ,N., P.C. s _ .E. SEALJyIGiµTURE/DATE _ a. A4 ] , as ,x-1.x 4aLN wN.TER a Dort ,tr., P.E INSTALLATION DETAILS FOR REGULAR PANa & �1, INTO EXISTING WOOD STRUCTURES sr v -GA*t ruwt' mac .wR .rssW r ,:. + SrA` iRtsEP POB.tRmlgl aWs .. I ` ' ,G txsr+tR .wo w x - .. .: y'; ," �„- 'I 8a0. -ID 41P7] itw =, %� ..,R1R,ALtr.,i - -I t1 aLWen « A' ox -I--- ..,... r, .' i l sM�aO wr mro Imw w.' I1= 4 �•�' .. ,.. . ,Av. VA wa@AS P C C4 . /x xW. TNMPxP ys sryxlw.0 ) ... {�. •'P saas.s / ; r . 4xw ,tRe.WlD POa,IF1.or ...-._ _TO btla 14NRP. � ,1A9,ta' TWIT a+R^m '- ' 'I A"a-xR ss w.n I' la' Ssva / V �' I,O c stw Kew rr xm: " l >a �aPFa wso tsAmc ,!E' - - Wxaxai[ w SWi aaMMAA - 4uW � naE Wf -. Iy P ,.-P two Ta&YU lA r CUH M#H I R, �ii—&` t 2 a PN,w1.q ifiia R4e.a.M ,N.4Nu 2�� r I� i� ttP.. r� R b. + ,,I It I. i i 1 I sov ] _ -r swa to tax Pt I x. " MR. ,(.` 1 I ,r' I ',A,`'. , I:I .t ) a NOC.9" W1 grTO, "f m a s as KdD av I .�ita••�� fl1n - EAxF j .x +rs as Y - i i qq A 3 +� r'W. .. LE�t a r G,. - i { � It wa.® �.N --T I:' I `°' I --G? ;- a I w PP � II. >i � 1 - fig i 1 A aR ,0 a rt # 4 ro i 18 - 4 S SHUT* ws _-off i 9 �_ro ! 1 i I WALL I I m,AT I i IN_ MOUNTING STALLATION - ALTE@� 3W p �as^!'. .�1 A� ri- Lium -.. I ,,.. - STATE, i/4` � 1• 19rzi. m., i ^, rs' om 1� j aw. �. — nM . ,� s� ram. t A1Af� Na (N611 Nb4A@ _. - .-�.. . -.. .... BUILD' -OUT ►10UNTING INSTALLATION �LT�lA71YE. � W � awsan I : VVI ua scsw s r a. �+Tama W� rAn1 rryy fa4TM Ah Al iR}R91H n! F'LAiF �� -1 LM C0.+H3 . C au / t /y � r.a�n .. .. _ - a �_._•' Pd+tl3RNNr XQtP Y.aINt6: Taf% I ' ; a' SCALE-- /4 CEILING A E MR MOUNTING WAIL A ooR MOUNTING WALLY MOUNflNG 'i'W jaALLATfON - AITERNATiVE 4INSTALLATIONS - ALTERNATIVE (SECTION AT TOP IS UMM TO +55.5-67.D MAX. SCALE: 1/4' I" INSTALLATION - ALTERNATIVE AS.D, DESIGN PRESSURE RATING) SCALE 1/4- - I- 'SCUM: 1/4" - I- elam•— i I, 11w - I - I rtr ,Wes ant �. Pl � W,akP { NOTES: a�NAA1Yt411AIIf��f/AFrMAwr f(QQJ19UNTING INSTALLATION --.-SEMN '&PALM: #/4. � 1r %. IN5TALiATiDNS ARE ONLY VALPP. FOR BUILDINGS WITH A.S.D. DESIGN LOADS �J• "; .......... ";71 U- UP TO +55,5, -72.0 P..B.t. AND PANELrS LENGTH UP TO 8'-8". ,.'`,fin \r,ENj' ''.'�' '- ' \" FLORIDA BUILDING CODE (High Velocity tries. i V HU n Zone) 2, FOR NEW WOOD FRAME CONSTP,UCTION: WOOD MEMBERS TO BE SOUTHERN z PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ No. 4167 a2DM rsL Too, e, 2D GAGE GALVANIZED STEEL STORM PANEL FP' 14TE F4R_Gt?61BiN14 Os t 6AFS: E :" c'c�--£,-�-.Q a'• ST DF v __ RRAMN Br: m/m/maa GLOBAL PROTECTION PRODUCTS, LLC. OtTE � & BOTTOM MOUM CAN @E COMBINED IN ANY WAY TO SUIT ANY I'llTOP �Q >r( iQA,: • '•',..E7,y •'R }} ,, ,f` R Y F•'••• SD f ING. ' two L R. SIREN] L- nL TES:tNG : ENGINEERING COMPANY DAME R. .RATIO 20-176 —' ---Awes .. Plow- (asa)sn 7ms, Fax f2m)SIa-ml INSTALLATION. 4, tiws•$/p rAl 'l-yp-+A`—^-- .—. — t� � sn-1m, — rt /rrlil NF ../W t§ /i ,,E 11 IMISHt CA-�G Ovlp WALLET A ipN S., P.L *=-"'A - - +4,a] armT Ma K 20 I CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE VKHORS; SEE Sp#OLY.f ter T I4 (SEE SGMt mu ON (SEE SCHEDULE ON `w WW0 w1mew SEE SECTION a1 stIm 1s SHEET ,.)� ENEer, IA nl #. 2 & 1W t5 1, 2I& iW/15 - ,i POURED CIRA'NETF ) ''-= � i 1%� 4!� '�At�l, 3/4 Oi dj1 .� ' - � _j.25R- REOUIREO` -' s i" I , - ~S' # 11 151* _.._11 — - . --- - __ I r ; POURED CONCRETE (__----- + l { I I II f i I\\ I CPn4 R.n1ij III II{ I 1 1Li 1L'. \\ REQUIRED o I I! ritf I !.._ - 1 �_i_ I t''f-' Lam�. _ . i_ i__1 ...-._ i .A.. / _......=7_._._.. i._1 .1 .I-. .. $$j� t o l 1' iT r 1 T I i T i7 i '}}-�-,� 7_I ' r T_T .. r yf' .1.. ( T.SEF SCNEDIiL I' SEY SC,wD1ALE ON-Y ( j - I( I I j j T� I 4!! I i i I S j 1' I t i I I I I I SHEET 14 I I I I SN#`E{ Y4 f - f I LVffi PA-W (OfIEOM t (WR76OR PAR L) tiINEROR PAM)l 1 (CY3 PAWL)I 1,an M. I R lFoR MR SEoua'� # R I jI I I I I 1I.� Wes/ m CLAM 1i1i sy� '; i k NUT C EYERr I d. ! t#WGPNUr O �yERY i j I` r _ . — s7V0 i 12 1/2' R.C. `,€ SPUD a 12 i/T O.C. r I j ! 1 I Ii I 1 I t { P111, Ih iAf 'PA _ I_-f / w SPfEDNUrS S/B'Mm.(CASEQ,�^`1 4 1 NA[7tlNE 7 1 111 tIi 1/a' M]n. .). / W/ SPLiT7,p j I,/MAC iO^ a" M _l , L { { T i t Ci5E 8'T@ 3 _� -I_. ., __.:...t..}. >..,�_ .L1 .. .�... _. ..f t,1 .=,.! - _. . .__i... N-it, {SEE GET_ 1fi4)g I tQ i 2 !2 O,C SEz DE< ti . Ia Vfi F2 k/2 D,C _ .r {.�E., .. _...i .#..#..-, T I t 2J ..i..._.. .I ,T,, : j I _.. f i I I i; 1 iI I r'' I ///���4 i (�] '!I I[I E - , SEE DETAA1vI 1i ¢{ Ff' 1Li t f4 (3{ I@2! r�-� ) a IERHATE L 4I}IF ! (AL tlT:t11$ i j/ d e I I I ( i I f' i Ip "(1M l I I t 73 53t4 i l7 I! DETAIL l I POUrtED CDMCRETL 1 I t t c kz 4 Ir ! ) a OR CONCRETE � 1 1 i I l i 1 i-i . BL0W'`REDu m I I r i 'r i 11, I 1/4. 2/4, 2A/4, 3/4 at 4/1 1, 2, r4 TWITS 1, 2 & 1W/15 pp 1 -_.>' gI I I 1 - ALTERNATE LOCATION -.. I ( F: I i II -. ON LIFE SAFETYPANEL i- f f I 3 I I AREA W/NO LIFE SAFETY PANELS LOCATION(SEM N= IMLOw') `In 4 / - I _ _ I M�`�_Cnnr__} - _. _.. _._ _.._ _ '_ '.a. W/o NReGLIlA4ETRAC S -. --.-. (SEE HATE 1 —J _.. {c -. _. -. _...-. 1F PANED -_ - CONCRFIE wNC1tOF6 / ._- �: g£L{AYS A LAST PANEL 1 TO 8E Rr5rA1EO AS is (SEESCHEDULE ON' - *•. .'• OF L$E SAFETY �ORM PANEL OPENMC SHALL +`' AL aR SLAB uwxYS Im1rAOEn w TNEAR HANDLE SMEV T—I-OP IO # F R IF E TO T:B,R:RE'a REWIRED "' CRNDIOOrfj TO FACMATE 1HSTAEUTIQI IFCOW IFTTENGEO �� ,-. 1 1 TO BE INSTALLED W REMOVED FROM Ii51OE (SEESCf+FRU.iOON-f OF STRUCTURE SCOTER ,.) '--E:D,L�JATION WALL MOUNTING INSLA AI A.. __._..�.liSFA IATOsrsuE JJ 32 `+T` - SECTION 1 SCALE: 3/0" m I' - SECTION 2 SCALE: 318" . I' "-iy.' . GAP 00- 7 1 a �a "C*AP ,.-i NOMSAJJU WF'•y GTORM .P! 4L,I..SSVI&JNSTALIAttQN..; , I .. UFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - .. -- -- y 1: OR AS AN INTERIM PANEL (AM' PANEL LOCATION IN BETWEEN END PANELS). '.B Utt INTERIOR. PAND.$ $ [AL'TE� nENWCATiox PANELS S� LIFE SAFETY MAY OR MAY NOT Of INSTALLED ADJACENT TO REGULAR PANELS AT (W/ OR W/O REGULAR TRACKS.) SEENOTE I) 2. LIFE' SAFETY STORw PANEL CONSISTS OF U.039' GALVANIZED STEEL STORM PANEL. AS SECTION 9-0 PER ODwPONENTt SHEET 2 OF DRAWING, SCALE J/32'.1' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE, 3, L SAFETY PAI'ig!. REQUIRES Top TRACK TO BE COMPONENT 0 & BOTTOM TRACK ro aa1,NtTHp,FTii[� � BE:BE CCM AS PER SHEET 2 OF THIS DRAWING. IQGFti ,......,. %✓ MAY Bf INSTALLED WALL OR FLOOR MOUWED FOLLOWING SECTIONS I & y 2 QN THE s,aEET, AS WELL AS DETAILS I & 2 ON SHEET 14. ��GENSf "'. 14: _ FLORIDA BUILDING CODE (High VRIOCity NutricOme Zane 4- Min. L$NOTH FOR COMPONENT IRO IS 15" - _ - : NO' •: * 2 MOA. ANCHOR SPACING FOR COAIPONEM (@}ANCHORAGE Ai BOTTOM OlYcN ,CON _ M020 iAaw. R,C F.P. = vANi SCHEDULES { A 2. SHEET 14. it :� g 20 GAGE GAL ZEO STEEL STORM PANEL oRwll �,_ *: COMPONENT ]MAY BE PERMANENT OR REMOVABLE- - A�(R'- •,yy,� _,-_ ,F", "^ / ":�o a>a u O rNc. GLOBAL PROTECTION t PRODUCTS, I.I.C.mla nRaR 5� SEE DETAILS T'OR INSTALLATION INTO W000 FRAME BLUCOfAK;s tJAI SHEET 15. ' 'i3 '., -- ----- / Go .� fiFS ' 4 6'•. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE !N5TA 1AMN OF ' �� .' •'7 TE4,41O k 1:NOINEERtNQ caw . a`w. m sea,. Fh/qu*fi DN P`lxr. a W. - ztm. sr. kn w,�q 1ac .eNare; tgst-xs45, FAx: (qu,Mae-eta: 2O•-i 76. SPACERS AT TRACKS INSTALLED AUTACENT AND B£fOND TO STUCCO J n� /WO`OO BANDS, 11_INNtow Maw'(am)AxI--Ia,o F OM}»,- CA. x. R�We#i: M•.w to[vPi INMA.tM HP. p M^rStatAlnU1F{OAIr• Tun W5, A. HU g Ur,. P. flna tl-w A SMELT tS Or 24 ,/A• i.D. ' "; I.a.G BUsMec w/ INSTALLATION. DETAIL FQR REGULAR PAN,EL5 a do M3 i 6 v4-D.D. FOR I/4•a-LEa" 6 M _ - i Ii MO 0 t O.C. PANEL LE,a1n6 UP ro 5 FOR LENGD6 UP TD B-8. 40.. TRL %vo INTO EX15TI G WQOD STRUCTURES . " PAA MA FEMALE 16 OR PAELI ATE PLUS i • i, i' t t/" O C WITH 1 1 Min. TN 2 z 2 REUED / R All. ii UP PENETPI4TION tp MBIDE FOR LETtdT, V.il :i. ,1° 8'-8' Yav, t _ - t. �i t 4'A bW 4 a' THEE W " Y , •. DRINK, WOOD N3) P1Ri' 1 YG wDW NDw#A .;S 1 t ly'- ] ' ..l i � f { { 4' 4 MAr,*r ( t f d- ri ,^ kah-0- 7' 2 sa s r . 'R/ - sa ax ,STEER ' " `n• des. fz3 T i j +�? y,. .. : '1 r ir2"� S _ EQ,>:� y' p 4 { Qo III 4 E Q P l - EO t I r % cer+r. 3 "I ! i= EO ;1 III t H r T„ Z� ! I i t i I I 1 i O6 a t I j - ; I I I I I + i 1YDP7 flDER RLvuu"D I % E I wow NERTNR i` i 3 W ,vw N4U� -I I -- -' I i 9 ALTERNATWE 1 W ALL$ TIME 2W _ ,,,. _ _.,Aj q sCAt.E 3/B=i' SC1tE 3/8si' I I Y 'A-i,�E�-�=- # q -A- i I S0 SCt D{3 S I i SEE SCI .-... FOR ! g[�e,rrgg� p 3 t I ' 4 FC I '•' E €rAMGMMi 4 _ f SEPARATION I I i #j r�faa"1 O,C, r I caa i I .1 1 ..I� EOI t i - ,, ,. I:`r_ -'.ram;-: EOT I I,. )._. fit___:- _. . 1/2" 1 EO 1, , y _ I ED. " -. ,.J - -r,T59"'- w Nw �1/w'r2Waf.' i t RSGU our "i _ RF_a REC 11 /•' I.D. 5fe• LONG BRASS SVSH 'wf I/4'.-20n2' SS MS. O 6 I/.• Dc S.S DQ79 w/ 7fa': r { `I i� �"IIE I FELUiID :�! PDR Pwrlp. 1 LP m W-0- AND S �.� ' Ott} i b' O.t /<' OC TO LEdFOTIIS lW TO B-8` blax. �f st�I I 1 OR 114-10 PAHEfYATE FDAKE 0 OR PANEtYxa R115 O to , 2 D. G WYA'1 t t I - 1rA-# iA.G EfJiD1S i b• OC. w AI- 3W ♦L TE MAI VE 4W } EI -E 1 Wn f11RfA0ED PCNE/1PanbN W I CWIVrII or EKwm WOW PLATE " . I .I 24.• PLATE IL'i --F ''n ua. iFaS€a.t€r D PcTKTM1�N a Mai' OF ATE _UERFLAT7TlE SCALE 3/Ba`` SCALE 3I8s i' .'I ALL LENGTHS UP m W-S' Mmc .-GUTTED ALTERNATIVE WOOD FRAME DIRECT Q!I CONpITgjH$ A};;NOR LOCATIONS NOTE : SHUTTER TRACKS NOT SHOWN FOR CLARITY %LIE .�IJ.AILI�{ SCALE 3/8e4' Al SCALE 3/8=1' NOTES. aalnyi4 JOIN,nINIA,10, N. %. i ST N_ AREONLY N ALLAT%O VALID FOR BUILDINGS WITH A:S.O D-_)ERN LOADS.. P N DESIGN 9 ,. UP To +55.5• -72.0 PSF AND PLANET'S LENGTH .LIP TO B`--g-: ..+-'',EAIafi,F'',.. ; 3�"',"' - '• � FLORIDA BUILDING GODS (High Ye#gotf Nutricone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO OE SOUTHERN E r _ fiIO. T6 -azmD corm PC. 20 GAGE GALVANIZED PANEL FP' PINE NO. 2, W/ SPECIFIC F R DENSITY D 0,55 4 EQUAL - _ STEEL STORM rmFP W. - -:-k D���"''t�`- '~• to DUE, SS.:FSkR C;OMBINAT%ON OF SUCTIONS: = •o •,, ST . _-- GLOBAL PROTECTION PRODUCTS, LLC. nF�. �.�0'••, FL Ro '.i.%Jt-•/ 1{/j��'�1� ntln L`�G.�C�.,`,.O'.�INc. -1 4 - EN$t — - +e6s s.w, s, s,Rx1 GO S. FL sn TOP A BOTTOM MDUNTMOS CAN BE y fi -" ' `{'; aa� - `9Y Nam. a.K w. tr ayn ,trAWM, aN a mw PHONE itw4)6aR-7s.3, TAR: (as,)eav=slsr 2G--176 COMBINED IN ANY WAY TO SUIT ANY Sf Al ' kT : Rya) uI -. x r Met an,I., cx-trma7iR �~ OkueGa Nc INSTALLATION AI.Lf17pN- N---]+N mow" -8 ifi jvw-n�/M',t WALTL4 A 7BlTT N., P,G m 11-w a _ _ - Ftdw•A 46iei _ _ , _ _ ri1;tFT n M 34 END SUDS 0 EVERY O% RLAP (12 t f2' O.0-) TQ a%R.D PANEL 0jj � 4tT.ii �,i1. aV t/�-, � SEE i III I Afi' \- INTERIOR PANEL —ENO PANEL I OR DIRECT MOUNT : ANCHOR ANCHOR � SPACING SPACING � 11 11 : I a 4 $CHEDULE ATIN9ALLADONS INTO CONCRETE A CONCRETE 111.90 STRUCTURES .I f ,r 1 AT ENO ALTERNATE LOCATION PANEL $TOO$ 0 EVERY , _ OVfRLAv 1 I I I ' 72 In 0. C,} t I I FIOI.D PANEL } I i I t 516' (t`sE 1) I - T _ _ is i -4 - , i II I I I 1 I' I T" x i f - 11 I 1I t� 1 l�� P 11 , I � j �! 1 E I I �I I i I I 4 j i I I i ! 11 II ryy e {I4, If -SEE !i SEE - 'i, --INTERIOR PANEL END PANEL ���L.�;;��) `�I i - '—J. SCHEDULE ^t� SCHEDULE FOR f2 tam J w4A ANCHOR Nux. ASIDNOR SPAGND SPACING C$ TAIL �, 2 DO L N IN STA R OUT GIN LLATLON (APPIdCARL>n TO SCHEt7ULE 23 s wyE 3fa6' - 11 U MAXIMUM i AyPj�i A&%L Sr°fiL�OH PANEL ONLY TO uPP,mus SHEET %3i. ,LENGTH "L! 3CE ULE i & ' I rAT'F�F[�N Kam_ MtXt PANE AS,D.. OES-GmsECTgfF ppcsrw 1t 22 sr:. VPCDN LY LAP-rRP Do-W PAaWM FELINE 0 PAREINATE NUS I S ` CC#Nt KWN OF T,EN VAARtUM PAH� LOK IH .` (R: m - To COMM", &GCR m Gp1CRETE TO CGNLYB.TE &«R TO t.VNCREIEmoc, TO COT's W LriNCRETE TO CONCRETE NocR W CONCRETE tO CONCRETE B 6' MIA N/A N/A 6' N/A 6' N/A 6^ MIA I & 2 OP) 5510. -724 v 7- 9' 9" 9' 9" 9' 9' 9` B. 1 (BOTTOM) 5'-0• iE55 6' N/A N /A M/ A B' M A I B" NIA / 6" N A f 1 & 2 (TOP) +55.D -72.0 9` S' 9' 6' 9" 7 I I 2 9" F' S. 9" 1 1361TtTM ( ) T 5 -0 0 7'-6" A s5-n -'r2.a B' NJA N/A NIA S` N/A : 6".. NfA. 6" N/A. I & 2 (TOP) 7'-8" T4 B'-6". 9` 4" 9' 6' 9` 6" 6' 6` 6` 6' A (BOTTOM) ( } I al # 2 : t$1WI tLQM.ALOtJNT CONDRION Al-%M4M..-1i`-..E&-,Y�.,'Z-' MA040M A ,o RESIOtI ('NES511RE RATING. Twat.. a I tS m a 4r6' Mn. FALNI TOP !ffi AwrJUT fME I (I" a r #Ws new TP $' ANiIO APPL)CABLE To SECTIONS �' & GOMBINATiO of THEM MAA7MUM PANEL LENGTH "L` (at) T N - m T E1E m To +492 -61.5 3' 3" 4 1/2' 4 T/2' 2 (BOTTOM) 7'-e OR LESS .52-B -66.0 3.. 3' 4' 4' 2 (BOTTOM) 7'-e` OR LESS �55-0 -72-0 2 1/2' 2 1/2' 4` 3 ,/2" 2 (BOTTOM) 7'-6" OR LESS +35.0 -12.0 2 1/2' 1 2 1/2- N/A N/A : 2 (BOTTOM) 7'-6" TO V-0. + 55.0 -72,D IRA N A f / J' l 2 BOTTOM 7'-' - 6 TO 6' 6" tNAm AEA a[9GM Mn. PWEL iElAx,u FFIpS,AQ .At.K f".) 1` ta) (3E 'CI01L5) .." �PNLANpp ?B 1AASI PLAINT CaloMgn .d6.O. --- r -4' - +' . a/ ,uwaTm SM OW iI FOR Ai 4M rOPE 6 SPACAG TON OnITALtATIONS INTO WHO FOAL$ SULD04 MRiMUM ANCHOR SPACRIM AND MINIMUM EDGE OWANCE ARE M#047EO ON IN$ SCHFDLKE. FOR E.O LESS THAR WOCATED ON SCHEDULE REDUCE ANCHOR SPACWR BY MULTPUINO SPaCA.O HT SJITN ON SC,EORi BY THE FOUAWNG FAGTUM TOR THIS OPERATON TO BE POSSIBLE. A SPACING OBTANEII R REDUCED LONG FACTO SHALL LESS THAN MWMMW SPpGnttk tNDIGTEA At FOR E]fiiN ANCHOR TYPE :INLiHORE LEaaTm. QV 9 4" 14"a 1 A -PWftL* .. CAPwN CF TAP= PAa0. Lwo a f �_N.-. Ak. a. �NI�KM RFRCR# i. r s s a 3 ?',%T __ t A-4 MMA�(#,3 w2� 3 3,/a 3' --. AL9w 6A. om O W44 m1m t ,L2• .M... - ] ,/z - 20 y Ras t.w w u a,/2' ,w i00 '; L\CEN,y '-. l''s No. 44167 ? 4 E*:. * •- FLORiDA BUILDING CODE Nigh Velocity flu icons Zone Ades T41EG'A NO CAGE GALVANIZED SIEEI. STORM PANEL FP, oRAM+t w: L k GLOBAL PROTECTION PRODUCTS, LLC. Sam SEW, SI 51"E1' DOVE. FL 'm-, ,gtaNC; (p5.�.38-734s FAA. 782 ¢7"6�'a ¢4 E H a ENDGIEE'Po'N4 DOI�ANY 4iM a.WbW h Sa,M 75 P2 1s'��w . tea) sN-ag• , «.. ... .,,.« .m.... � ow.. TMLA,AINa Na INSTALLATION -DO ILS EQR REGULAR PANELS a, & 4A INTO EXISTING WLQOD STRUCTURES ,. »'�j¢' ., I ° _ !.t � .., ... i 1 T 4-•tO PAN t7AtAiE PLUS 4 W 7 A 1 B J f / T Tt�PJ,OEu AMNETRAnoN D ,� - ,, -1 R' ' D Ad1Q#AA i4 p lE LUS , n .- ., , .. 6 7 4' O.G. W T 7: ^ } f f /b. TM 7iER Y PEN3ED PENErRx D -- ILA .; , _ "'I. --:: WODD TR HEAtr -t 4 D P PANELMA TE PLUS O 6 If4' O:C. W'/ 1 7I6. THR TO ,MENDEDPka4E'T'PP I i� T EXIS TIER KY)OR HEADER NC N l Exlsn WOOD HEADER REQUIRED ! I FADER EkisTrtRG WOOD HEADER , i I 3 r { SI r i' S I t I I ] ra 'Y+3faY ...WUD rPn a MNY sTai t # i 7 a a! ar ', N>* �. g {{ ti .-,-I� wUr a i t Off,' SIW i I , I � ; , I i , x la' -,-+ 5 EVRrt AW s t I 7f( gg 6 T d' O.G / f y a 1 .• O.D. / 2• #zA^ DD # / L< W000 Eo- - - - win i'. R£DUIHErS"` .(.. WYJ00 HEADER 1 I _-_ NTT,. REQUIRED - i >MI - j`i jj I {$� # r} _ xm I SEE XHMULE ORJE rtXt fTo SET 3C#IEUMLE dN � T-F t if ASHEET BRxTKhY s S SCHEDUU OH !- i0R MM YPFPATIN I . To mm .,l _.-� -- - Max. PANEL. LENCH j( I 1/4'.-20Er• 5s (SEE NOTE 1) - MS w/ ]/S'R a -.. i - s/a]' WAG an I_ tt._._ TO O1A'v`t' -. i ra c,AS. i --_ -- '... � Mmi, PANEL LENGTH a -"_.- I ,^,.-2 ' && (SEE NOm- 1) 1 I,.-- eel' SA NS IV 1,w.. .. _ ._.. I a ]r aM4 NIR _ ._ _'- _ ! d p :, s M- PANEL LENGTH � � ' (SEE NOTE 1) r I -.� 't _.... _ 1 I a L'YE N 9AiRLAP D tw1P ! j cvEm aFJaAP ' t 1 t j , i 4 4 SD% i 1 1 i 50& Sax OF i' [(:Df l L OF "L" i '-0 . 1 OF "1:" 1 MAYWAX # -4 i _,. _ j I '. 4 MAW r r - y� yea/y2° I WNR NUt WISHER ,. A:. Zan ]/stiF.3 i,... ` ::. I .-. WING WR a ' : : "`'. i E1E41' STUD i Y-' , ;-,.. •:' ED ' _ ^ i �: : PI YARi Wt C .I 1 +; - f.._.. _ t �,, xr yg LAG SCREWf f7 25c4' WOOD PLAIT j ;rW WOOD ;. PLATE � 1 �I - 2'r4` WOO PLATE L-• o B.Cs C. WIT # 2' uRl. THREADED - _ RE�RRED '1 _ SSA-tO PANELNAtE PLUS RLQU-ED -__ -_,. ffNMi REQUIRED " PENETRATIONAl yl e B ,/4 Q.c w/ , ]JB' THR'eADEb PEtIETRATroH O t § 1/4'a LAD sO#EW5 a '., ACI DTH OF PATE A90 WIDTH OF PLATE _ j _.. -6' O.C. W/ _. .. 1 _ , //SIAGGEREQ - iPENETRATION 11 . _.,._ - `. , = THRFAf7£0 y AT MIDMOIH OF PLATE .._, _.. _ _ ._ SCALE 318w.1° INSTALLMN - LADLES, *SCALE 3/B.(- SCALE 3/8.1` %^ BUILDINGS WITH FAS.O. DERIGN LOAM UP TO fi43,@.N1-48,0 p,s 1. AND "'I is �TI((/AAAA"y+4 PANEL'S LENGTH UP TO %2°-4` �yAA y? ...... Zone) N(LTF FDR �rr� c_ufl+NAtmN nF SECL[ONS< 6 = N0. .* Imm, wE 20 GAGE GALVANIZED STEEL STORM PANEL r.P. 01, TOP 6c BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY COMBINEDON. z�re=: »..:�„ s. -o : ST TE 0,.,z.--- _..-�r��•"r _- _ _�.�.,�_..� ,p. /�� / +] i C ors GLOBAL O PROTECTION PR�I11E#UCTS, LLC. G]txa/Nu Que FL ii;im °V -`'.t` 3.OG- i F '-.. ,.: .y ������ L tI L'4 rNt. TBfIT TEBTDw a ENGINEEAeNO COMPANY ..St. Y.,w. -Slit! 20-17G cr" eJSs' NAiF a #x ax. TA. a. m v®v.A wma a as.a .... Wa1 ^ Im» 111-fat "OHS fISN=1,�-T#As. LAY: tls4NaG-e]aT DR-4 w .E SEX,,,,,,,,,, cro'Gosi"ta RN_TFSI A TUR ar.. P. FLm Lk. j H 6 m it-,ta - - EfwEY t2 Di N F INSTALLATION DETAIJ,5 EQR QPTIONR LIEE SARTY SIORM PANEL SYS iwl`# LAG sC.imm i r D.C. w/ INTO EXISTING WOAD STR�ft�Tf1RES I , I io ,w,mWOW Poirmoa" DER 1.-- I L n , C , . II I i `1 E6I- �_- i 1 j ., Eo,,_- . WOOD Ms.Aom I RCOUAM I - =1 I I # , 4 -- HEAOEA wWOAppOD REOUGaD WDW r:EALTGR NEYxLAREO i MUf a^ D.., 1 - ,, P- a SR t/2' At. RNATIYE 1 ALTERNATIVE Z > ,.r�,�.,I/1*—* w"NE ,AL {. I(COTS) ISEE'� } iO (1Ji IS 1f7' OC. TI t I GET. 1/14) - _ 1 7X T 1 F i � I� SCHEDULE i I li I I ON s ELT 1 !T'- FDA #An. i 1vM`ATRA (j 1 -I I :i I t m t !, I i EQt 5 p i I ,-. e0 I: EQ 9 i t I I W - T -. 11 I I EDT., t- FO i c0- t - _ I , ( , t ,..',I WOW PRATE REwwED Ii i I'llI fi , I 1,OGQ P TOTE is 1 t „1; , Cvn ALE T I E 3 ALTERNATIVE4 , gALUItIREC rp ,' t!4'4 Lxa SCREENS i B" AR» WI 1 x/2' I It Min. THFiEAGEO PENEPRA" OR i/4i,tx,RijB' LONG BaASs Fitp3NING W✓ 11i4•.`-m A4F�.UNT�E FEaTMa1.£ Gi OC ALTERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOCATIONS PANSLAT'E PLUS i B' O.C, wf 1 a/2' Wn- SCiN.E' 3!B' . I - LAID pt.EIRAPNt 10 ERSI" WOW "AID PLATE NOTE . SNNiER TRAGMS NOT SHRMS FAR C,AB,v WALL MOUNTING INALTERNATIVE ALLATION sVINUNN p: T!L tiQia,� a41ti� iQ•..•.\GENSF `% SCALE: 3/5' - 1• S S Y 5 - No.7 i FLORIDA BUILDING CODE Nlgh Velocity flu cone ZDna * : '� `0 �'0" •�' 1vo 20 GAGE GALVANIZED STEEL STORM PANEL F.P. Br_ t 1t#TALIA1TQrL5. ARE ONLY uMN FOH ,iLALDWGs wr,N AS.O. DCS:GN ,.+d A3 UP Tb +65.5, -52.0 P.t Amo PAnws LENGTH up TD 6'-ar.. .AG'•, F ;s9p •.., FL R10 •' , -_ _ -. /'. R IL ECO GLOBAL. PROTECTION PRODUCTS, LLC. Lvre x FOR NEW How FRAME coam,FclIm WOOD madauts TD at SOUTHERN '�'ECe'1C fi .,. � +,L`�, (L y �� /TATTYI INt. 4aW S.w, 3t 51REEi N- akEl. P{, ice. R, Wf r.AtrstiY OF Q.55 OR fRWL A1- ANa✓ IllFll 1.I,IN 1 t 7TLLR TEBnNO a ENGiMCLRMNG COMPANT``^ n»-- M. ax atl4 WrgFw. 4A+i0,R n ari. err,, : tar41 M,a : h° , ,- e,-ta, PKaHE` U,SA)w-25N, FAY; ta5N 9D•"91a7 2D-176 FE. SFN/9R.0IPT✓0AtC fA-C{N)m1a *A YET A TILT m.. P,E. t 7 nM ,n raPRnw R+a #P,l-[u -. w - ORA'RID NP: v"T is Of 2s Cr r 4m R 4 1 J am- 7 ti= /�///_" LJ.A ry L i f1 Q..1 SZ " C tII 1:_a Z — G LL- .!n cu C= N N N p Q ram,, cV w dE- j CU t- = . 6G = � C i;: C w fN C2. C E ro d A3 C W Q Z Z Q _I I1 r(D i ) V > O Q U O nS- 1..^- (D W M� W SHEET NO. SH 1.1 - - - ...ANCHOR, is- SECTIONS ON SHEETS 17. 18, 19 & 20}----- ­­­ ­­ ' 3. MAX,U/17, 44/17, WIIL AP7. 48/17. %/is. . 1 I MIN, SAW 9, 7AW/12 & RAW/20 wer/1% Will & saw/20 1 r* MM­1�4F---,_,_ _.___.__--I----- __­_1___--- _..______ ... ... ­ ___ 11__­___ ____----------I I I ,. I 0 0 0 1 0 0 1 i 6 ; , � -------- . , 711-1 I 1 � i 1 � I ; � I I : t I ; I ;� � I i I � � : i it � I I 7 ! I ; � I i . 1 1 1 1 1 1 1 i 1 � , 1 1 i � � I I 7 i i I I - .I ­­ � 3MAXI I' MIAIL! II I 1 og@� I � I I ."'M � � &-@ ��, 1. ... I � .11 ... LIFE ,(L : :� I — SAFE, IN -I. � ! __�, � i � � I � I I _­_ I j ...... � �­_­ - I I � _1 � � _ - . I'l-, - __ - 1, I - --- I—_ I -1- - -1. �- - - ­_ I I I '� � i.ii ... I — L_ � - � 11 - 11 ,� IL' ---' __ - _�:�!��___'_j A MAX .. - ' 0 --- --- -- - -- - ­q -,,- �T - 1 -.� - ­­- --- ----I -�--­i I ! I I I 11 . _ ;,� -.1, &� NU!L ` - _4& , � , � i - , ,_� I El LIENGN --- _ _ ,_ .11 "I � I � I __ i ME, $4�NEDULE) 1 3 PAN I ",I- 9"" 14==.-.I�---�-r � --- - � '! I I � ,t , I I - I IiI, I r� iI I ! ; � ­-­-_-__­­,__:: ---�-_jT-- +-A-__-----� , I I � --­ -.I 1 -v PANEL BOTP, CONES j le .I� _______ - IMMAR.r-.I — — _ . ­"LN,_ AINSMET aLM&ROf ARE z I __ 1 3� "_X U/17. AA/17.15A/18. , ti��17. 46/17. w/lat 3: MAX. 1. MIN. [.I,. SAW/19, 7AW/ 9 A 8AW/20 on= WW/20 I MIN - - - ___ - __ -,-,- ,_______- - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. IS a, 20)---- - - - - ". 1. - OPTION #2 EQR LIFE SAFETY STORM- PANELC ,ELE)tA-TIQN SCALE 3115--I- - I/'- - w _ I i , <1) OP @ z0cr T I "K VIRLAP-n, Itu -JM �T.I-r, — I � cu-0 � �Ao, ­1 , ��_ P - ­­ I—- � 754-N, ;At1N__ 11 �- " -4 i ,... , - - . �_ - L____.,__ _,___ � � -zzz- - _ u3xm L SECTION A scoa 3/16--i- N-VAIM11,44- 6m,lw,j*-.IL'lam;i:4*-I�lli-.40;-I-,IgIZLMC.Imftwiz , "01INNA-1;U0 amaeA."Y;Ktv,Llj"m;f;lal:lwq-:Iz :4011111.1 MAXIMUM A.S.D. Mo.. PANEL LENGTH . I DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL I RATING (p.s.f.) (SEE SECTIONS) TO GLASS i CONDITION +55.0, -72,0 8,-f3. 2 3/4- i UNBOLTED INSTALLATION INSTALLATION QETAILS EQR OPTION #2 FQR UEE 5AFETY INTO EXISTING WOOD KHU9_TQRES STORM PANEL SYSIEM I " , ,7 I , � I I _1 , �, - ,­ I ��j - � ,1�11 �-T � •� ,,rDAMADIER ,U A ­ I �, 11 - I I'­ , .1 �Ii , - i I" , � I - , 1i _ .-;­ � t%0vnt.HFM6R / , , Ell 1�1' ��_L� .1 �, ­ I I I . i I'll I � 901) HEADER =0111al"'I � I " lc� ----:" 't :- � I � 1i � �Wd TAPCON 0 S' O.Cl I ,�, � ' YNCT��/2 WN, THREADED I , i __ __ j �i . PC 6r�k AT wow I 1 11 I , - , , ---, I � I , I I I 11 , . I I I I , - I.. 10 _,, I , a a' D.C. 21 __1 " - � I v"., — � ,, ,_ % ,�, , " / ' % , , . , I " ­. ­­ � � � I ,,, I � I 1, PENETRATION AT WOOD I ,. ,.- ., OWED : " , � _­ I I __ - , , �- , 1/4*t TAPCON 0 B* O.C� - - I 11 - -W / � 1 Z7 - %, 1/2' MIN THREADED � j, � I , I I f Ii, HEADER I , � 11 I F! i �, ,. , I - � I HEADER , : I I I . , " Pon HEADER I -1 " 1i; HEADER �, 11 I , I "I I 1, �� I , I ;, ,,, Al .� � . . � ;1 � I I , " I "I I II I - I �- � - _�� j I , ae -%tA t :: i 1, I - .1 I � � 03,#0% - '. I "" 0* ,. " I , s I � d � 1/2- ,/,. I I L I . 1 I i . , I � i - , w " " d I � I/r I I I , " " I .1 � — [ 1012. I r I i . r L , 2 , . � , .� . 1 2 . . � 4 , � . ,III . (D I /2" I / , 1/4* , I I /4- 1 j � I 4'. . . Moe F , - I � I . . I . - I . , I- I �, 2 1 . , Mi,, I . fl � i L � , r� �t I i 1; L_�_ . 1, � CONT U — L I %. L 1L. I W! , � , - 5_10 — I ; _3 I . 1­ - - Li �Lj" --- - I T . Li, . , : - ; '. i �� ! -3 I , 11 I : , I . , I ; : : I LLL t 1 I ; i I I I I I � (11 � h . : , CD I : , I EXISTING I - Sa"RAN' I ; t , ; I : FASTING N� suWAATM � 1 i I . � , Max.LASS � . Ok� - - ONT: �� ; : I i - _j RT QLASS : 1 'L, M­ GIASS - : � I . � - - (sa, NPwTA`,E I 1 � PANEL LENGTH (SEE Son I BELOWN i N aEr, 163 I I i : * : , M . PANEL ,&rH i � - � � PANEL LENGTH I M arv� Is) I SEE NOTE 1 Baas) I � v U. � pasmo, � - 'If"A"'API GLASS �- 10 Ox,w 4gE SOVIRNALL _- i 1 � I 7 ,,� : - __ 1, __ �� I BEL " I (SEE NOTE M. - ­-­ =7�2;j�E � i ! . PANEL LENGTH I I - ' 'L' I --- L ------- - �,,"­ - , __ �', (SEE NOTE I BUD*) I T%Pm 16) I , I � I I � I 1/4'A-2011' i! � � I I ON qcv I.) I ' _' S,S. MLS, iol/ L - __ — A, I 2. I 7/9'* , 3/3 i i � I _+, 1 I/.-­2INI,- 1 "I I , i S.S.j­ - - � _-, MS. LS , - __ - I ". .. ;� .'LLL I I - I —A 1 e � I WING NOT � % � �, i I L I I I " "" AT i 11 I I ""­ � - � : � .. -, _'��'�_' ;, ,._1.1 ill 1_­­­ _ I I- � 5 � I I -C- L, I . I T - 1­1 � I - I - 4,"�z -, - - ; . ­_ I I - - I ­ -,---.,- I �, I I _' "I ' ' � 1 , � �'_� � q 1 4D, 1= ' ..... I A " I i I I � I I , I I 1, - --7'- I 1 5 � -� -_- B, / ". � I ; �L I ' : - � MIN , ' " I I i � � I 7 , . _: ,L,i' k_ � _. � T � , I IT__ ON _11--__ __ , 1­ - � I - I tLAIEj � 7 1 , N,DWVO. OF ' ' I �— __ - , I-T I ., I I I ! . ! I !1W I I I , � I aT-, I � '. e 1 ; , . I � L � - a I � ft � , - a, .- , '. . 11 L' - L - , I .0�__ i ::, L .-_-ws�= .. Ea - _­1, DmI I L , � I I T ED. . � . I I I I - � - .I -----I--:-- F I — I -@cw, -. - I.. - ii; I _ I - ii _� , ., . I 11 , ! , I '. - - - , a - � - �--@ COKT 01 -I -, I- I __ f L� - , �' , ; ___j - - - I I , I . -I ,/4 - - /4-S.S 1 ,/4-0-20.3/4 ,3j W& W/ ED . -S.S. MS. W/ F", , w ... ; . ". n.- 1, -_ -.3/32 , WING NUT 1. 7/8 L L "I . I � I I . q A 3/32, WHO NUT -,a WASHER 0 12 1/2 - 04 4'# 1APCON 0 5' O'CL ��: I . , .�, I I ;1i 1 � � � � I I , " WING I . � 4 .,�z '.) _� I L 1, I . I I I . ....... t-44 WAS 0 12 1/2 ­ , --- � 1� I : WASHER f8r"D) � ; L V4"f TAXPCOH 0 IF' D.C. I p ' � STAGGERED � W/ STUD) � "*a" THRIADED . - : , - -, _ , . i j L I � : : , � �; - A TAPoo: c, � . 11 0 0, a. X� L . . I / STOP) h �"/ THRIADED -, ' , ' � ,��! � �� " MIN� ThREAM P" . ; T � I � � I I ION AT MIDWIDTH . I � 11 OF PLATE 1. ­ tA� _--i - -1. - - L" -- "Y ." . " N AT .0.01. OF PLATE , - " I - ; ­ ­ _1 "INVIDTH 1, �_ � z I ' OF PLATE ; �----4, _f_fg - �11 5 - ­­ � - , I_' WOOD PLATE � PLATE RED _9=00` .- - ­L ------- -jgjQQ` PLATE ED I ----. I ­ ­1 I 4', WOO" PLATE , - - WL RED � i lh��IQN ............. WALL i WALL ON I L """ WALL MQUUNQ &n H& I QN VffALTERNATIVE = fi&W WALL MOUNTING INSTALLATION MLAIL.EAHM W SCALE ve- C a ARRIMMIM1111- 0 RRULAR PANIEL 0 LIFE SAFETY PANEL"LWUHIMINq SCALE 3/W- I' SCALE 3/5".1" SOME ve-1, , `Ia TIW-%, I ....... zllp sm! 4rdEN$,& 140 iN FLORIDA BUILDING CODE (High Velocity Hurricane Zvne)! I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH Ae.Q UP TO -S", -72.0 PSF AND PANELS LENGTH UP 10 a' -a' DES" LOAM z .1 t4l), 4 1 = 1=0 MT., W_ 20 GAGE GALVANIZED STEEL STORM PANEL VP Z FOR NEW WOW FRAME CONSTRUCTIOW WOOD MEMBERS 10 BE SOUTHERN PINE Na,2. W/ SPECIPIC DENSITY OF 0.55 OR COLIAL .* = i ­', - * t w - .. , . _���S.a.� --�,.'pt 41� , �' % ~. st - - " GLOBAL PROTECTION PRODUCTS, LEG. ""/eU'c"` / IILIECO,.C. \ WE, 4I 4500, &W. 51 STREET 11`��i:�i �� "TESTING.....,A- OAW_ FL WiJ, 20-176 ..... . VA, A. - __ I, _ Nw-. ("Sim-1-6. M (WH)SIVIT-67107INIMMATO _(.p_,_ 1-m- - I., ­I,`0NAiIUw1"P_E_ wAjS,OAxnLJTIwrJ,Tr �." , Wft.� I RUIT J, - .. RE - - I-.] — I - , ., , 2, .167 M3ME F,_ I . , - I - POLJ=m fL� OR BLOCK REQUIREO IN51ALLAII011 DEIAILS EOR CIETION 42 EOR LIEE SAFEjY STORM., PANEL SYSTEM INT9 EXISTING POURED ONCREJE OR CQNCRETE BLOCK STRUCTURES 114* TAPCON ANCHORS __ _IJ4- TAPCON ANCHORS 1/4' TAPCON ANCHORS /4' TAPCON AWHORS I 0 ­4-r O.C, . __. j_ 9- D.C. a 9' Ox, , 0 a, O.C. I I POURED CONCRETE: � FIG CONCRETE � -,,, POURED CONCRETE I �,� , I �.- ? I OR CONCRETE -110 OR OR CONCRETE .. BLOCK REQUIRED � 1 F _ _ -I E.O_VV D ' -' I �,",,� C . i I I 10 � LroNr - ! I I I I I _�. � � - 3 I r T INSP 10) I 1-14 I I � �1( C I G I � 1 '99 ; 1 i I s � .4,9 � I j 1. I 1., I � 1 . .1 T11 . - ; 6 I I I I I : . I I _ , 3'.!' . ; I _. " I , Co. �, � a 1 . �1 , 1 ; - 1 4 - " I i , " ttll 1, , f71211 -\-W/AS8'H), 3o27 WHO N.CU,t ER 012 i/rOT I_.. -I: I -_.._POURED CONIC IL OR CONCRETE BLOCK REOURED WAIT IQ INSTALLATION SECTION 3A 0 REGULAR PANEL SCALE 30-.1- I __.- I, lu I- zzr. 'le - 1 THan'Ve Aj I 0 11 I I � - , - G`4 CIA � - I _( 16 I R - I ,�', I � , I � 1� 2 8 , - 1111`1;141vP , .1 * ;, I — ruT-, � � , i VA I'-- I *� - I I 1- I -t-- ­ ------- 11, . 'I, , - I I II i I 7 I , - t,Trll 1�1_1111�1 . � � i I , r - — E oA r� I r U I 4 , I I � I I E, - __� ! *18`0 . 3/32' WtI C.M. NUT WASHER (am I - _ 1/4' TAPOON ANCHORS 6 4 I/V OLC (STAGGERED W/ SPUD) POURED CONCRETE OR CONCRETE BLOCK REQUIRED SCALE 3/8'. 1 SIT 1. & 20 FDA ANCHORS TYPE A, � ANCHOR TIM - - 1APGOV1 SPACINa FOR INSTILLATIONS Win WOW AwAot EPAaAVo (hi — I FRAME BUILDING, WOO" ANCHOR SPACINGSAA, AN %= EDGE INSTANCE ARE "DICATITI) ON THIS *vo,,rVVVVAP,x, Ic­% w -(q) — 5 SCHEDULE MR E.D. LESS 'RANINWAIED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE "-I [fa�"-INS —,7- Amw Ea am on*M "am By THE FOLLOWING FACTORS, FOR The OPERATION TO BE POSSIBLE NEOUMO __ ___ - 1-1/v .,.-. - - - I M _____ SPACING OUTTIM USING FACTOR SHALL NO T BE LESS T," MW44UU SFAOV4 (M)rATT) FOR 004 ANCHOR TYPE ON THIS SCHEDULE ___ _ 2_1,,� ­_ ___ -,---K- ___ _ - ----- - ". - - - 101. , ,I I ,; ,/v . I BLOCK REQUIRED 4 1 F-c-, 11� 1/4* BLOCK REQUIRED ' 1 ��• " - _C_ P, :�7, I: _�: ... , j � �zll M_ � _­ - - - - I L�� . , 'N I " . - � , ­ - - I -- -, i .,� I " ED , :�, , I i i I __ EQ 6 � - I . � � I xl� I I . I I _- , . , I Ir . �_, I r ,� _L1:N1. .,:! , 11. - , ..i"_ � IL i I I` I i : � � I I - *­,,­ ,", \: 11 ! : , I -f 11 1 � st I 1 1 � 1 I NA�� . r -a' , I I � I -l"WIAVIVA. I - ; _r� � o , � F t- - r, = . I i Z� - - 'r ; 1 a- '.) I i I I � I =9 h 9 �w I -1 : I I 1 i I I I i 6 I . I I - � "), I : ! I � C � I I � I I � 9 9 I i ; I I d 4 ; I L I : I�� .... I - x 9 � �, 'I - I I , . '; . , xt, w - , . u i I I I 11 . , � �,.-A-a,;-� . r =-- 4, 1 I �_ t� I � , , . , 5 J I � - I 1, 1 . � i..11,,, , , ED. I "' I I � * -'� 11 I ; I ", F D.- L , . � � I �J7 : �! I I I r, I � ; I I- I i2' I_.V4 r��,, ; ,,0-20ae4-SS ( --'alft 3;�2 4L& A/ NOT WASHER I ,�� 1�4'O-214*5eMe, I -, _7�ZWINDNUTAASHET W/ WING le, 012t2O_ f I (BEYOND) ) ; I i I TAPCON ANCTIONS I ; �. L_ T:11111 � __�/4' I " 1/2- O.C. _;N�. I � It 4 1,/2- CIO � _...__POURED CONCRETE I _FOURED CONCRETE OR CONCRETE BLOCK REW WALL MOUKTINGIRED INSTALLATION SECTION 4A WALL OR CONCRETE BLOCK REQUIRED MOUNTING INSTALLADO f REGULAR PANEL SCALE 3/8*-I' 2 UfffHLNEL SCALE 3/8'-1" BUILDING CODE INSTALLAT19N DETAILS EOR OPIION #2 FOR LIEE SAFETY SjQRM PANEL SYSTEM INTO EX STING WOOD STRUCTURES I - T7- , i, -, " d _ I ' � I _'­ , 1 11� 1e II I/4'0 TAPCON 0 61 C.C. 4l_ D.C.. �I --_ �� C Mb*, , � PNTWRAOOD 7 � I1 I ,i x LADE ! FADER � f, A, 2" I- ­ /1/4' Max. IMR __, . I WOOD HEDEP WOOD HEADER --_ Mn_ _ F1_ RREQIRED � .iU0� -. - III REQUIED I�i 1p —ii I i I._._ -- y-- , LLI ! -1q%SUNNGO, I - TO LASS I ! I TRUE SO4EDW -.- : � I ! I I � EXISTINGI DR SHEET ITT) ; 1 1 ..1.Max... O TR,- ANS- . ", Max. T-(Dri s6mu-1 PANEL LENOTI1 _­". PANEL LENGTH ­-­IOv SEE NOTE I &ELDN ( - SEE NOTE-/ I )GSS.. M.S.WI-I -- V�I1IZNi _ --- " 7-_-,I. ' II � 1 f­-_1_ I *- -- ., ,- -- I � � I � i ! ­ C� � i � ! - G I I : . I - ,­1 � I � 7! i� �i , I 17 , � � I JI I I ------ i , I ­ I . , 11 I � z � , - ­ � 14 , . : ,} 6' CID , , -- - �:� . /---. : I Ea. , I i 04, ED- " ____ ,_q Ea. I , I I- ­1 , � � ; - "17/11'0 . 3/32' WING NUT . ?/B'g A 3/32" WING NUT I ' 2-A4- WOOD - PLATE � 1- _L - , �11V4' WOW Pwl� I I ' - WX"Ek 1/4- � 0 8 REQUIRED D.C.OWASHER 0 (BEYOND) ; I I ; i REOURED ) 7 � � I I i, - 1 #14-10 PANELMATE PLUS L � fl--141 PANELMATE PLUS i I � L '_ � � ,, I— _� �_ ' : � � " i I - 0 6 1/4' D.C. WIT ije . -_� --;' i �4, ELC. W/I JT/k ; MIN. THRIADED PENTE7ANINONT I I � � 4 : i MIN, THRVDEO PENETRATION I i � AT MIOWIDTH OF PLATE il AT MtOWIDTH OF PLATE I � � , 'I _� .- -I _ --..--,-. � "a' - I , WALL MOUNT11141% INStAl-LAT10N HTML INM LATIQH fEMSAW "".0"I""ONIVA M1__2 NEL N,,,�, N, EL �711.t/,,,-%,� . � - ­ V, % 4r^-­� --..T SCALE 318'- I' - SCALE 3/6- aI. FLORIDA BUILDING CODE (High VelloolL ,� �Lmsj 1. 's y NUT can* Zone) I*. — __ , ­`C I f . No 44167 % 1 M20 IMMO. Kc. PP. * = - , - `Ni 20 GAGE GALVANIZED STEEL STORM PANEL DROP, w- __ * --:7- - - UPINGS WITH A-S.D. DESIGN LOAM � * 1. INSTALLAINPAIS ARE ONLY VAUD FOR GOT � * -. * r- -*� ', 7� I-- UP TO +555:5, -772.0 PSF AND PANEL'S LENGTH UP TO W-11'. B 66-7: 1 . t �-1--,-_-, / GLOBAL PROTECTION PRODUCTS, LLD. '"/u.,Am T� - �,jj - � � .. Air, -1 , 11LIECOme, - \ 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MENEM TO HE -SOUTHERN ' . ­4 _4_z� � / I . OFi� � __ - -w S.W. 51 STIM � _. 'A DAME FT. 30314)aW_aFo, 20-176 FINE NO 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL %00,- - � ORMW , — M= I ZT11-1 oo= 11 - v &I � 5 � f I 1� . _­-� I - N M� CIS , 4 (w " �$ __ PPOPH—_ �0" k, I ­_ )INVF_7M. FAX� _ , I ", 'I N ORAVANG W, N A,-- CA-00057" n1j — i - i " f"00%. - SM/�VTVVREA-JE — A. VOID N_ P.&L --- W� 9 , I EM . I � 41 _- ­m, - Vx, " . . INSTALLATION QETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTQ EXISTING POUREQ CONCRETE OR CONCRETE BLOCK STRUCTURES . TAM ANCHI)n 1"4 - TAPCON ANCHORS T1_L4' a 9. O.C. 0 9* O.C. =p CONCRETE " ', t POURED CONCRETE - OR CONCRETE BLOC . x - - . REQUIRED I , _� - REOUVIVED I E.6.*, , 1 i _vSRP_ vv I- A=04% - I A,w III ; I � I : : � : I ; Ll,r,IITIl.s ,I0,�IIIw �II:�IIIIIt 1_1 1- I , , _ - J 14 10'0 FANELWE PUS --- ­776-0;11,WLNG MIT WASHERPOURED CONCRETE on CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION SECTION SA 0RaUAR PANEL SCALE 3/8--1- � : , I-"1I:I�II sa &Iw I IF 2o -DR ANCHORS In & 4101" TIRE ___1/_c__-_ TANNAN ,__1v1�_ FOOKIF I SPAC44 FORoastAu"TIONS KID wm - ANCIOVI v*00", W I _� I FRAME BUILDING- mwwUM ANCHOR sp-400% AND w"'NUM EDGE DWANCE ERE TAVOCATEET ON The *--- I— C") 3 1 , a --- w 11 d SCHONAE TIM F.A.UM THAN "ICATM SOIEDULE REDUCE ANCTROR &WING By aN MULTIPLYING 1PACIV4 SHOWN ON SCHEDULE KVV-) tc,­vMF*w Amft EIx Paz =Dom nwm I W THE FOLLOWING FACTORS, TOR THIS OPERATION 10 SE PDSSGUE. AMCID , - - , '/2 - - , -1 - � - -: �_ ___ ,I -_-, w-ow, OBTAINED usm F.sKNEE Nor BE Ow THAN MINIMUM spAeft INDICATED �E&I:KmaoitT?KoNlmmsrlmwLL I I __ ... � 2 V-1., -,-----, __ - r ­ I I - - IiIi-111 11,�a­l b I - - _____I Fl:­ - I ,/A. � 1 1, � _17 Max. I . I I i I �,. A,i-i I I ; (,­,� 7 : ; __ q 7 1 � _1 v ­ C-De i , � , ! I <ANN I , -10-f P EIMATT PLO' W1 I— _4; A , 3,�St � WIN, NUT WASHEF? IIRE�ND) -ROUREED CONCRETE on CONCRETE BLOCK , REOUIRM WALL MOUNTING INSTALLATION SECTION SIB 0 UEE SAMly PANEL SCALE .1/8'-," FLORIDA BUILDING CODE GENERAL NOTES, Y6UD E-7 t" =ft_E6ttU_MM'UX 1, E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PIED) HAS SEEN VERIFIED MR COMPLIANCE IN a 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 8, PANELVITTE PLUS INTO CONCRETE I ACCORDANCE WITH THE 2020 (7to EDITION) OF THE FLORIDA BUILDING CODE- BLOCK %LAU BE 1 4/4- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, R2) NWIVIUM EMBECIMENT OF 1/4-0 X 7/8� CAUK-W ANCHORS SHALL 13E 15 7/fl' INTO CONLFIM, FOR A WIND SPEED AS REWIRED BY THE J11INSUCTON, WHERE THESE SHUTTERS WILL NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECTIONMM FACTOR Pc-15,45� USING ASM 7-10 AM SHALL NOT EXCEED ,.rEMz-,,;wrC,-.'v,1 1/4* O-ZO SS SIDEWALK BOLTS USED SHALL BE LONG fHOUGH($HOULD ANY FINISH MATERIAL O%ST) To 00AN PRESSURE RATINGS INDICATED ON WEETS 213 & 26. ENCASE 3/4, INTO ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCt 7-ifi I SHALL BE FIRST REDUCED TO AS.D. DESIGN "D LOAM BY MULTIPLYING THETA BY 0.6 IN ORDER To 8.3) IN CASE THAT PRECAST VONE, OR PRECAST CONCRETE PANELS BE FOUND ON T4E EXISTINC, WALL, TO COMPARE THESE W1 MAX, tk$,D) DESIGN PRESSURE RATINGS NOICAIIED ON SHEETS 41 & 26. ANCHORS SK61L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8,1) AND IN 0.2), IN ORDER TO VERIFY THAT COMPONENTS AND AWJ40RS ON THIS P.E,D. AS TESTED WERE NOT OVER STRESSED. A = INCREASE IN ALLOWABLE S7RESS FOR VOW LOADS WAS 140T USED IN THEW ANALYSIS FASTENERS SPACING TO WOW HAS MN OETERMNED IN ACCORDANCE WITH MG-S, ZDiS_ (C) ANCHORS -SHALL BE INSTALLED FOLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TK ANCHORS MAN . 1, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RIESISTANCE )AS SEEN VERIFIED IN ACCORDANCE WITH, SECTION 16215 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION IESTINO LABORATORY. !NC. REPORT # 2032, A$ PROTOCOLS TAS-:101, 11 IT SHAU. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER TAS;-202 AND IAS-203. IS To RE ATTACHED TO INSURE MOP" ANCHORAGE THIS SHUTTER SH&J_ ONLY BE ATTACHED To CONCRETE, BLOCK iL THIS SYSTEM HAS BEEN DESIGNED TO BE WSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHf OPENINQ FROM THE DR WOOD FRAME BUILDINGS 214SIDE W/D THE USE OF A LOUDER OR LIFT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO Or PERFORMED 12. THE INSUALLAT)ON CONTRACTOR 15 TO SEAL/CAULK ALL SNUFFER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS I FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TFVAcx5 ALL AROUND FULL -" SERE, — LENGTH. INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN TAISTALIATION IS REQUIRED fo ,BE PERFORMED FROM THE INSIDE Or STRUCTLIR, t3 STORM PANEL INSTALLATION SfLAUL COMPLY VAIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOICTION A)HERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS. APPLICABLE TO SINGLE AND DOUBLE HUNG AND nORQONTAt, SLiGERS STYLE WINDOWS WHEN I INSTALLATION IS REQUIRED TO BE PERFORMED FROV, 114E INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HAND STORM PANEL SYSTEM- IS PAIFENT PENDM. 5, ALL ALUMINUM EXTINIUSIONS TO BE 6063-46 ALLOY AND TEMPER (UNLESS OTHERVIVISIE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT P.E.D.() PREPARED BY THIS ENEINIFTER IS QENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECM PROJECT; I.,, WHERE THE SITE CONDITIONS OVVIATE FROM THE P.E.Q 6. ALL ALUNONVU SHEET METAL USED Al CLOSURES SHALL HAVE 31G5-414 ALLDY_ NTRACT� I N � . PRODUCT BASED ON THIS PE.D. PROVIDED H 7, ALL STEED" SHEET METAL PANEALS, BOLL HAVE STRUCTURAL DUALITY STErL. ASW A-&S3 GRAD. SO AL.- 4ALVANfZEO STEEL TH HE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED N M;S DESIGNATION W19y- SETS ka (AFTM ROL,LM), DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RISPON981LITY. 8. ALL SCREWS TO BE STAINLESS STEEL 344 04 310 INS SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON (;,) THIS PRODUCT tVALWATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED, 50018 W,f 50 Imt YIELD STRENGTH AND 90 Ini; TENSILE STRENGTH AT SHALL COMPLY IN/ FLORIDA 001LOUND CODE SECTION 241;.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A TLORJOA RtGSTIERED ENGINEER OR ARC"ftEC7 WHICH WILL �T. DOLTS TO BE ASTM A-107 GALVANIZED $TE11. OR AIST 3D4 SMES STAINLESS STEEL. WITH M ksi MINIMUM YM STREWN. BECOME THE ENGINEER OF RECORD ;E,O.Rj FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE D. ENGINEER Of IVECORO. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) 1Q_EffiDNr�MQftM_QQKRM I.) HIS PE-D. SHALL BEAR THE ME AND ORIGINAL SEAL AND SIGNATURE Or -,ME PROFESSIONAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT,W_ BARLDEM. INC. (MIN. V-3192 oi,i) RECORD THAT PREPARED 7 - 1/4' 0 K 7/4- CALK -IN ANCHOR$, AS hWAAACIFURIED BY DEWALT INC. (MIN, V-3000 ­ij !a STORM PANE', kANUIFACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 114-10 PANELMATE FEMALE TO J, PANS-MAUE PLUS ANCHORS, AS MANUFACTURM BY E,CO CONSMCTION PRODUCTS ACCORDANCE WITH SECTION 1709 9.3 OF FLORIDA BUILDING CODE, ONE LASEAL SHAIJ_ BE PLACED FOR EVERY OPENING (F.-3150 P-1) LASWNG TO COMPLY WITH SECITON 1709.9.2 OF THE FLORIDA BUILDING CODE. Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANELMATE FEMALE 10 ,k PANELMATE PILLS. PUV� MINIMUM EMBEDMENT OF 1/4'0 X 7/8' CALX-IN ANCHORS SHALL BE IS 7/5' .f,T0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4- 0-20 SS SITTEVALX DD--T-- USED SHALL BE LOW ENOUGH(SHOULD ANY FINISH MATERIAL ELAIST) TO ENGAGE 3/4' INTO "HORS. ,04"INNA" "'O T�, 1A; .., �� � 4,3) IN CASE THAT PRECAST STORL PRECAST CONCRETE PANELS. OR PkWRS SE POUND ON 'rllt EXISTING WALL OP. �� N , V� �,, FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 95NNU SUCH PANELS ANCHORAGE SHALL ., . S \)1111se,��? �`s . BE AS MENTINfIl, IN A 1) AND IN A�Z). � . 1. z "No. 44167 (0) M_xxw.2N9_DphqR9C. �, 2 : . = =*� * .** It - I I'V # 7AKON ANCHORS AS UANOTA�CTURTED By 1-,.Wr SUILDEX. INC a = - , - ­ __ - = FLORIDA BUILDING CODE (High Velocity Our Gone Zons)l �k �P 'I. � A� ON � :z e3ov; TOTEM. W. G.P. -i;/ ' 0 X. 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC (f'­WSO0 o.Q . �_ �.(_ . 20 GAGE GALVANIZED STEEL STORM PANEL , x, 44 4� DA`V" 8,• - -10 PANELMATE FEMALE IT) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION � ­­ ... f, PRODUCTS (r'­2G?) p-,J) - te , I � - --.I-,----.- Ili - I VA\ GLOBAL PROTECTION PRODUCTS, LEG. "I'A"e" I I . DATE, .. INC - NXVJ 9.., .1 STREET I 47 faww- a AVYWHIme"a O-MC F, W1. / I K,% — AV,,ANk IT .J., PHOW. (W)MRS-3--, - OISIM-4797 20-176 , - - INN ­_ FA...'" . — I.E. SEA1,150411IM4,10ATE C"a"O ,,,DRAWN; Aro 2� TF,JT .., Ps I I - __ ::�. �-.!- I - LP., i ­167 I I - I I EM 1 : +--i- am " w zo , .1­;;_,L. I I -1--i 112) (1) c— W —00 (1) 0 " = . — CY) co _4­-) 0 C ­0 (1) _I-_, 0- (2) . 4­` r_- CD = -0 Co 0 - M -0 - U) ,0 = 2 -�9? = w M O:= I&- M . Ln C) In " _4­0 2 0_ r- Co -0 1.10. .= _ _60a W 0 - < vet� C%: C= 1 C14.1 - = 0 C" = C`4 0 Ljj - = < ,j = r- = C-3 CV5 C14 Co :Ael ...s Ln LL_ 0_ . VA VII C= - C14 _= .cr C= Cc - - CU w . CU .= W = :2. _= = CL) = -am := -< 3: Cu t:G 0, -0 Z! .. w cu = f= . � . T ::- =_ _= E = " 12 (SCALE 1/2-I-) (SEE 4 W/ ON(9),. ,@) INSLALJADON � DETAILS FOR AERIE5 20Q0 AND 19Q9 E-Z HANG STORM #I I-S" 1'/?4 10 r/2(4"E -/a n a TIME g " s' Max. 2'/24 11A. V/24 [11- (BEE VOTE 3 SIPW PANEL J-) INTO POUREQ CONCRETE & W -- f-C is e AT .,� 109 CAql�ices,l su .3. P.r EACH ND I' win� omntm AMVNTPNs T �"Il [ 3: UF'Y ­ SCHEDULE SCREW- - 7 ­_ � - sdo IV=.% FOR WOOD I - - - 2 591* __ - - ___ ON SHEET 26 ---------�—M 3011DUS ON SHEET 25)- 1 I , . - -C_�-�,� . I I I ' 056,041PIF AVPCIT$ k� - , CO I - - 1�� �i,� If �. ..,/ MIDONENTS EQR SERIES 2000 & I 000 _E-Z HAhjG STORM PANELS X/24 2 KMNq - - - - - - ­ ---' L -1 ­- ' I- I5.Iqfi-(T0TALWfGT4)------ -------- I ..., --- I 11 L__ - - 2150' —2,591"— S_ -±f — , I i -.,-. . " ' I 11 , I �L -----,---.-, __ - EACH ING OF - (MM �._. " -N . , - r4' ' - - - - I 'S.5 '-� f " __�4'1 - F��,A� - L . / .1.-.--. _. . ­ � - I I 19 ==_,� I � -- n4 - OOIK`Rnn� 9E4, W —D. . aw 21 �� - - 12.500- (EFFECTIVE WWI�Ti -_ � __ -- - L­ - ­ L ­ - . - � -7 � - - - ... : 2.250 . --I ,S'�' Ilv­j TIPP,) - I � , . If., . � �5) 9.11* - —_:il __ Ew" .'.'. � - I , I __ I - E _-, I,- ______ I - I 'd APJVwVT V� \ � �_4__j � , - ­­ --- ­­ � ,- -6 1/4- - ' L -_ I I . TiA ! __ __, — , ___\ � . � I TIP ITT ­ 3po- - I �_ -4 = . . . " -3 � � I - - t3w - __13 I 50, - ,_11�00' � I I I i I p i i I , --- I [ ... I , , , AaAAAVU` 'i I I I I i � , ",�L I - p I L ; - - I I - I t"I I _ I - I A , 11 - M OnIA, I A, a) I _ I ,`�, - 1 — --- __ _� i � I 1' 1 1 I 91 1i 1 1 i 01"'OVIT"T - , � -, I " a) I _ I 1 ,. 1 i -� 1 1 � - I I ; I F —j,, ff I aFmwe L_,1_;I k/ M� 4. 1 I 11 I i ; : .�� --...:::A 1� lt�/ it J­ ,�'�L _)� L � - T),L I Z i . 1 1 : I I i 1 1 1 14 _ , 1­0 - I F I , A, - -�\\ _7`1- �__ L I- - I - I] 1' -1 -11 -1 , I 1 1 i I i I I - I, I VacAT - _. I r - i 075' 075' 1 r! I ` I I F11 i i M. i I I MIT � 1 i F!, 1 i I [,?I 1 I l--"- i � i I I / Sw - - Tyc I 1 1 1 1 ill! 1!11 11t1i I I I i I I L i i I i I �i � I E � I I , ­ I -' - L -1-i I � ;am � � '/'��V.- 1 1 /- 1.1*Q41se �,�,,� I I /I I A' I /. ... �.,. 3�50W` f - 1 1 L I I , I - L -H, Milli �� I i �1 i I I ­­ . � �", -f " L � - � � - -I ­­ - 'LL _, - � � 60 1 __ - 60 X .L. - I - -, - - I �, ORTURVOR PANEL) T-.---- - - -I- I I -L' liv�4u_ -1 I— � - i % _r ' - - (ftwar"Ru" L -, ­ I zil, 1 " _�, "I __ - __ - _yr - I - __ ­- (rAA;w P� I 'AMU) ) ( PANEL) � I I . TYP, \ L A - I , . , �_ ;"jf'-,�"' 1 ,'_7) - 2.:z44, I i (END I (Wmtpw PANEL) ­:�', �: : �,_,N',' -0 - SO: i ; (i;;D PAN , , I ,�, - HEMME z 1.4 1 1 1 � su mor: 2 .% , allow No A BELOW ism SEE NOTE 2, 3, 4 HOLOIR - L" ` 11 'AT _ � __@ -+--a U) I , DETAIL �_T I I , I I ­1 1, � I I ;� 4 �,,�,­,.L L . . ', *'I \21657- �/ GRADE 50 MINIMUM "' "" ` - � �T­­­! , 2�5w- ­ i I . I tIj� 11 , "KU'R - L I (D -9- - I EDGE � I . 1­11-1.1 1. DOG �0,�z ✓11 i , i I I I � ! . ­ �11 _7A E , I - I I , T 2, ." 1 1 1 � I . 5 - i " 1, I ----I— I i ­e$. ,, � " i -I -A I I, - I i 1, i I 1 I IV, ; ; I - -V,r- - I I .__._1._­-' L •'50 � ,f I 7� 1 � �.j - R1 IJ I 1 - \,I . ,,I - - -T I f --I & I - I I I I � I I i i i � I I 1 1 i 1 1 I I . -'-,? -=== 4;711.7 I i ; I ! ! I SEE I i I -0 ! t -) F rm lr=e 5 0 .AEI A ' \ I. __ a- - I I � I I 1 L�_k I ( 3 � 1 i I 2. I- -, � -------- , - L _ _, - - __,L_� I/ 5' ___j 1 1 1 1 ,7-,j),- 1 1 \ , 1;i � �11 _—L-i - - _ ,;I- - Asi�' �_ ii�7- \,� / � ,_ ,."4,� �i � 1 i I 1 ; 1. 1 1 , I rl'4'- ­_ Z i , i I - � 0 1 1/­�V4' \ r I - 1 -4 I -I ,Ik" , I 1 1 1 1� Y, A, � 11 i-i i i I � "I".. ; � I I I 'I ., I T , I i _900 , I . I 1 —0D I OF A I ­�� 3 IT iL'�", H i I I I i I I i ICU _j, L, . . - ,*---2.470- f � i i � S, w/ 1 i � I � I _1_0 (.1 ; .. R/ , ."r .1 k ' ' ' I ' 1 ' 1 1 1 1 1 ' I I i I � 1�w #' I � I ; _ , � � I ,� SG�_ i 1 41 L*7­_-­­i I �1� I I _1 � Q� I I . I .", [ � ALB I ... L.A I , � i I I I i J, i i I I , I J rR11110"'OnUr, , � ...... . . L'' � ... � �) i __VQ , (D STORM PANEL - __ -2-470' � I I 1 1A 1 1 1 1 I I 1 1 1 � A�=_," N �� I _L I , . __1 - "I � - I _ — - A i —I--- - 7 > - - I - , 11 �­­l jL I -,-!i � I" L AL� 'Ilp"LAA, "oyEN­W_ 1­1 [ I I �! I" "'T'L, � 0 X , _r __ Y--T N i 1 I i i 11. . I , � I I Ili i H ­ � I C `1- CITE I I *Xv ' -'T -- 1-1--f-a51.... � I � , � i - I ITT_ � , FT ­­'[ 1 I a t 11 1 I i . 1 I � I : R i 1 L_n, i 'I'l i'l i i I d"I � I I , 1 1 I I I I, 'Lij , . ! f I __ - I I REM= M-TRACK ±_ I I F I , � I- 1 r 1�]L, 1 , * !I 1,; , , I 5 � 0 "', 11 (� REVERSED *h* TRACK I t I I �%j Ill Lai - iLLLA11-1-iii'l -1 ii_u i T I I I 1-i 1 144,41 I I � 3 %4-1 L_ �, 1) ou sceouTs 9 I __ kz w'" 1 - I i 1/1=/I- I , -o ­;�- --,::�- ­—. - F=SRw . . � 7 � - I I � i _1AMELMATE ftyp,) Mxn, - I i, , I .1 I H11 i � i 1 1 i1i I I I I � 1A � =_ ­ _.... L U I , , I - I , I'-- � �_3­ 1 SEE NOTE I VIEJO* _- ' MOVE ,r � I /..-w4 1 " 0- - ­12--- - � I __Sr`nvTON AVIV, '150' MFT` 1 I= I � L S.- = '/TFiAKTA . TO OUeV;` __ .WTAA` 's -1 - FOR ...Tr .0, SEE 1. _ _, _� . I =r : 9 =&K FOR w sn*)wwg- PAR� _qT LIP '.. _1 ,_L" � I - , - . , 4 SHEET 75; FOR WOOD smw— U�: Y BE �,__=�� I I To I , , I OL � _. ­ - I . 1. "I 111IM-EW) I'll I I lt, IN, V W/ HDAM MOE. 15�1 , - ., � SEE SUTIVORS 0. SHEET 16 I END OR VIi Vr I 1/2� i� - w, I � ) ,;S 3' ,,I­�4' 9 "_ , �2-0 1 -^, M NOTE PANELS' Va. i I EVENT oyeam I I , VAN OVERLAP � 1 ,4 1 , D`D`Y 1 z : - �� - , ,,J -::�--§,LQA, -, , (D OR 0 W/ ON */0(6 - 7 LAST TO BE INSTALLED AT EACH i � - I R --V- ! I < SEE RIAR HANDLE TO FACILE I I--, 4 - - I * - — =T9 TYPICAL ELEYATION EQR SE lu IQQQ IF INTENDED TO BE NSTAULLEIT FROM, 4- I_ --- - - 9 __1 •, ,- fl 1-1 -.1 _61.1, - I .3"T 1 L ; 1) 0 to BE I I U) , � ,� - 1� (D =_..T&WRfS` - i I , i I I I - - _, �0.091 i � 9 CIT."Nul - I : e,'I � i TYPICAL ELEVATAON FOR MIES-2 REM HANDLE TO PACILITTATE _ 41 , � t . '. I 4 - __ I � < �-,-_ , - INSIDE Of STRUCTURE- I I . . - � I � __ "_ d I 9 I i � _­ I I CTURIE -1 ! L P I � . " L. I - I , 0 , i F-1/4, M­ CAP - I/4' - GAP ; ; 11 I I I I q- � 1,750' 1 i .1 1 WNIF /,/ <: �� I E-Z HANG MRM FANEL M SYSTEM _ _� - 1 89 1 0 . I (D . 2� 2� I '."gn"... BE TM — I r I -L-----"- I A I I I '. .. 1 _4­0 0.250- ��� I 9• - - I' 11- ,�// HE..- __ ,- .��, I - - - ROME 3/3r I - I I 1 i I .. , p 0 ,�? L � I 1p i I I I r-1/4- M� GAP 1/1, m­ w -1 I � I I _1 � =3 , . - I - . A I ,-, i,� _� 1�1��, i -,.,Z- \ 7 7 \ 7 77t7= ' I f I , T , i . V: i : -A J I 4 I 2 i ". ,Z--�.�M� \ go "_ I 1, III ., I I I (r. 3' I A� I ; - , -0 ISOMETRIC VIEW DETAIL A 2 POO* 1 2ow _77 7" 1 ,,\-/ '\-/,L - _/ \-/ \_/� _11_z_�1_4�1 I 1- I i ;, ;_ �) i 1.9 I \ ­1 ji C ROUNDED CORNER 0 ENDS OF PANEL'S (1), (2f- 0 w/ GR - @ - 0 . c,/ �_", I I I I I / I � 04 � -- END UP W/ HEMMED EDGE. 00-ORM 11 f ��__ I � � [ WNW M . '� 11 .11 I - � ------- , ! 3 c " 4- 1 1 I I I , ______� " 2, 1LQI1Q&A-_A Y�_T=--, WIPE , I ., I i I , f �_,'_�_ 0 1 I ��. ".. i I a V 1 i I i - I , , (�_ - L'S ! S109MIL" I- 4 . / A. i I - - — - WAU W - I- SGAir vw - I- 1,14"'I � , "I-, I (N.TS) I I ___ i i Ll I , 1 I W-19 I ,, - I - _ - , ,---- -t I & - I - ., L , ft� ; I ., �;✓ -.1 , -.- 1, I (1), : E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL � i i i I _47 " , ,��"/ , , �17� - _W­� =4 . L., �—?QDO, --. R11IS; ­ � .. S, M­ I- - NOES TRACKS AkT TOP & PANELIVIATE PLUS OR IS' LOW ` -Lqglp,��, =\ I i , �' *,.� o0t`�x� I, (1), DMNITIMLOF BOTTOM W/ PANELMATES - ��,,­2w;;.2 It A I ��_ _i, 11 � "' Val:�_.,,, � -,[ - PP— 4L,-ZIN11;�11- CIO fi. _5015_=� E - T W04 STORM PANEL SYSTEM CONSISTING Or PANEL, . V1111 . r 4k"W� I 11 11. J I "I " WN."Wr 1�' TRACKS TOP & SOETOM� t2), ON 0 PANELS SHALL AJ.WAYS BE CONNECTED a 0 G.SILI WALL By MEANS Of I WAGE 11 AV3,NWt) § 'Agx, MIANQU _t' I "' (�) -r_� (��) Uff'' Lj,*MHr= (2) (BD PANELS SHALL ALWAYS R CONNECTED IOWTTOM TRACK OTHERWISE A STOP BAR PANEUAATIES QN, IF USED NTL BOTTOM, END PANELS . MMPAII; � "'_vw w , I, 1�, I I �` , " "."XATT AT , �_'� \, O, --- - ,�- TOP OF SUC SHALL BE CONNECT , , XNEI)AA , , 1,_, - j ­ Z�-�",'," I S 7=-�_ , i _'111 "'Irf"11W.- ED C. I - T2"`x5"(MuxJ ALU 75t 1�_,�' ill ,—. 0 a) Ch PANELS �ED TO - ,� ;-.-T.z.vT(&a-PT AS 3,, I I ---- (IRTE I 1 ,,�4' -I'M S`8 . .�, �, - , SMALL BE PROVIDED AT - I � , ., WING NUT OR I4Q0-eO#3A MITI. I.H= am FIT) , I VA w PP 6061-T6 MUM, ALLOY 3) ,,, C I 2�1"r P, SeNEWLI: ­-D, Va cOVAN,W) -, r- T 25' (3), IF END PANEI.�� ARE CONNECTED TO BOTTOM `TWK, CONNEC70N SHAA1 CONSIST Of. DESCRIBED ON ECLOW) � WALLMM. INST. ann, al � Cn � I 1/4 -20,3/4 11,5_ %�/Uia,C"`4­A�IO WIND MUT OR 1/4"W/4" Min THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOiNT,LV W1 RA�� AT TAPPED , � OF FASTENERS MAY BE AT EITHER OF TWO WALL I ,I INTO FLAT BOTTOM END PANELS ARE NOT CONNECTED TO =MOMCK I)STOP BAR I __ 0 4w INQ MWNTING INSL - 313%-= M 1 (4), IENXTEASE TKATEFNLD"PAESKLOStAERNtDNPMMCM 1"Wom "11-TiE PROVIDED AT TOP OF SUCH PANELS, ms!ym i " ONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY SCALE 3/ff-1, .=11 fift;� =121 4! M I Is ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING SILL WALL BY MEANS OF PAKLMAtEe, ONE WTERMR PANEL - )V__ I wlnlyl� I SIX 5.0,nCANA!, MOUINEVIAM SCALE 3/8-1- " ,* TO BOTTOM TRACK MAY OCCUNROTAET PANEL LOCATION - -r."N'N"USING SPECS INDICATED ON %ABOVE, IN SUCH CASE, CONNECTION Of PANELS r/ BE USED JOINTLY OW=S&AT 0070M XTACHING BOTTOM TRACK TO WALL 14 - 0A JAI 's , -a- , AT, = `E ,I ...... �'� ' TWO PANELMkTFS F NG SHOWN ON ELEVATION AND W/ .3.'/& . - -toPARI, 7 _C _,.t 14 *�� (51 �; I� , , .O q I � , I I ,pl��%F!.. \ SEE SECTION 1'. 3' & 4' ON SHED 24- SEE ANCHOR SCHEDULE ON SHEET 2S, MITI. EDGE DISTANCE. FOR THIS �. 4 . k OF M Dam 2 -M ALOV, ..:1�4 1 50. 1 - (Ty'.) P ... E .. VA JNAq,V1 NOT NEED TO BE CONNECTED TOt, = SHALL INSIALLED (Ell , .,F1vi�-,!eA_ . , e IS CA`- / , � . VCEN -.,/ I ui I I .055 . � .. 1� N I f — ?4w . . I, I -1 . 1� ,� . . orp I�T,,,HjIIMlfTjj SUCH THAT ADJACENT PANELS (8. E LEFT & RKNIT SIDE OF f1`RKPR PANEL) HAVE " I = �! I , .1 TAT W6 4�F : . I 2i � . .1110,�,�� �:_Iitz;)��- THEIR OVERLAPS RETAINED BY . t - i F : I ` - IV, OF JUMM - .* I ' v %= FM ZIANilaSM = No. 44167 ' = . ` " �\r_ 'T;-'..-. 'I'LL - Z , , , I *: - � - , . L I I *: - LL=====, -1 1___ I .44167 -.1 FLORIDA BUILDING CODE (Koh Velocity Hurricane Zone) = � � - FLORIDA BUILDING CODE (1419h Velocity Hur cone Zone). [_ I I _ - 0 TOT, & aaqw MOU`ITNO� TAM WE i - . = FLORIDA BUILDING CODE (HIRIV Valoolfj Hur Icane Zone) 11F -.* --- . I - COWAS IN ANY WAY To SUIT AM, = — < : -I _­750'__ I t PaM nTCtM INC. s , I . a FIVou, TETWP� M F�p . 1 7-k �� STATE OF - 14 PWOO MVEM Me, FP :Z I S' �% ! ATE OF � "AAWN - f No. 4j �167 '. s 20 GAGE GALVANIZED STEEL STORM PANEL 04,00, W. AN "SIALTATION, -'*. . .1 DRA"F*13, i , TF 20 GAGE GALVANIZED STEEL STORM PANEL = - - - - , 1 20 GAGE GALVANIZED STEEL STORM PANEL Z * -.. 10 . — [ ; ��� f , �'�,__ __ - Q�A �_--:��-,-%-, 3' MO" a;?;.., ,C OR11D - 07/a/Me" = I _______1;, DEWL I L-L-j 7/u/2w 3. _.___ - , __ 1I -0 �, , I _Z __ --- SCALE: I IV . I* I — GLOW PROTECTION PRODUCTS, LLD. a z �0_ �_LLL I OATIL T STOP am ,,� :P 1' 11LIECOINCL GLOBAL PROTECTION PRODUCTS, LLD. ,, . . SEAT ,._-C-_Z - -> / 11LIECOINIC, \ &%`� NiSWILET __,.t1_v - 1111L Ecom. , V" s_ !TI 511IM - � QVITI, 11w. 5 STREET - '100 ��,A-_,rw Ow P. j"'. "Luf A ENOWEERWO g!rAN_1 P.N, I WIT FL n3,, 20-176 < Na = Wt� .... 'A-- r' ="T.).,-a,VF, 20-176 �. I �0�,�,i / A:a VI.-* V­ � --- *TVIAZZ-1 I il '� ­ - ' 'I'- �, , 20-176 %��t ^ '�V""" 1� � ' GLOBAL PROTECTION PRODUCTS, UjC. O" __ (2) 3"Na-) ALUM, ANGLE %1,e, .40'14� �___ _�: Z M I I" LOND; 11.�'Z -�' TI. 1. III E O� � W63-T5 MUM, ALLOY itg - . f-Tess-TOAR N._14xr.-O, ;,A� As PHONE, IVU)M-P,Ve� FAA, iRS)IRM-UM WNM-7�, M (454*0-aw - , w.. j I AFF I Ax . I GRAIRIP; w 1-Z 4.-ODM,# *x I — I- 111"A" ft U-OM719 ,-.I AAAAAA� . T — - _j . CA-0,0679 ­ 4F`YV,n`4 I 1- I— _� P.f , - "', . - I � -;;;; ,V —,, CL� i �# =51-1 - ;,A-14 _�, . _n *, PC - - � � - .n, I ­1 am i, -------- -am"A j 41 92 - I PZ,- SEAL/MNATLART/oAlE .11IR A� &U, - 1 '"A`7� AAL" `L'm 4�. ----I . WRIER A. MUT . I � � � 113- . FLIMLO, I" - �_ ---. - - L VU , al I — . I 11 SHEET NO. SH 1.2, __ _6­" (1) (1) = C/) —00 (1) _1�_a -0 > r- L_ L_ _0 (D CL C 0 1 11-1 __ I - — f-----------,— _ —_ (D 0- 0 " INSTA -LATION DETAILS E R SERIES 2QqQ_A_1_0_9_0. E-Z HANG STORM PANEL (1) I 9ENM& N=5 = co -0 a- . INIQ EXISTING WOOD _5j9YqU8fj CC) 10, 1A!5LbW_.W=_jA1&_W%=__QW_rf -'-_11LkN_! -6) -4.- (1) (1) - I �1, S�"ePAMNEOL'i���T;AIIOIFD;-V.ICT,i*CgVALUAT" DOCUM I (PtD,) HAS, BEEN VERIFIED FOR COUPLANC,E IN ACCORDANCE - t/"# TAPCON ANCHORS, AS MANUFA_'1URED B�f 'A.W BUILOCA, INC 0 - U) -L-- I z7t ---_; �� � /4 . A LAS SCREWS a a- O� Ol I *IN THE 2020 l7th EDITION) Or THE FLORIDA BUILDING GOD'Fr TV4of STORM PANEL SHALL NOT BE INSTALLED AT HIGH If 1 A- 1 0 PANELMATE: FEMALE 'D 44D PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCQ CONST',UCTKIN MrUC[SL MAXIMUM AXID. OEM PRMURE RATING (p.aj.) - . , L , , k ', _.� � �/2' .11 THROWER PENETTAII014 1. I ,� I I - ' I -DAM I BROWARD COUNTIES). - 1,/4'. LAS SCREWS PER N'DSL CORRESPONDING UMMUM PANEL LENGTH -L- SCHEDULE 11 L ­ ---,_ � � or W/ " _ 11 I -10 E�*IING WOOD .CAM .� � , - �3j ­ r" Wono _*_ VELOCITY HURRICANE ZONES [MbW - OCE OQ SASI WLNlY - I/ I VIA . 5/8' WOOD BUSWNG, AS 0157RIBUTED By ALL POINT SCREW. BOLT & SFECLqTY CC -0 0 � - � , I/A'. � SCW*S * 5, ,r . L 7 IWADER fmou"IfED t/-*. � ACRE . 0 6' 04,, w/ DESIGN WIN[) LOADS SHALL BE WERMINED AS PER SECTION J609 or ,HE ABOVE MENTIONED C , F A C (1) ., - 1'i 1 1/2, Mi, niRrAbro FE.t�­,oH �, ��, i'� I ; i I '12, mi,, TYR�, PC, C�,* BE INSTALLED, AND FOR A OoVEGTGNA,RY FACTOR MAXIMUM ALS.D. DESIGN PREMRE RATING (1by.f.) AND CORRESPONDING M&M-Amom C ---T vt I I I m, P-0 OR GN EDGE SPEED As REOUIRED BY THE. JURISDICTION WHERE STORM AAW_L 'MEL -0 _0 FOR SERIES 1000/20DO E-Z hAtIG STORM PANEL (1) SYSTEM __ - P ,I To ExiST'Ino WOW �EADER. "IL ji i I To EXISTING WOW NE-lom, KD--Q.M, USING ASCE 7-tS AND SHALL No EXCEED I",' MA)XIMOM (ASD�) DESIGN PRESSURE RATINGS ,114DICATLED ON SHEETS C 1) MINWVM THREADED PENETRAITION iNTO WOW OF IAPCON ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCO PANELAVATE PLUS E D. - EDGE DenAMCF 1­ ,_ i I --- 40 C-1. fINI_ SGS. I �I - -;;�, kv = 0 _S? -= (1) SPACING SCHEDULE FOR INSTALIATIONS INTO CONCRETE Air CONCRETE V_= Sm= A I , V - - - (j) I I � 1;11� ) - � I , I 3. 0 THRU 12. III 17, 16 AND PANEUAALE FEMALE A) ±W.- I ­- AS FEE S'LTIaRi. 1, _­ ., - - I L I '! m . , - -��r 1 IN ORDER TO VEPIRY THE ABOVE CONDITION, ULTVIAJQ� DES" WIND LOADS DETERMINED PER ASCE 7-16 SHAI-L BE �057, IVALID ONLY FOR PANEL I � - 11 _­ ,u - I �_ ­04 �t 1140' SMS .1, = -1 I � � :� - -­ - 1 6 C-1 V, -71 /g; :I4 1 L_ = 0 3: 1 i I I . I I I I / . - ­1 - 0 1 1 .L � 1, �n� I __ - r, - . I T - TION Of �AG SCREW, INTO THE WOW FRAME UNIT SHALL BE I 1 i ' NO THREADED 0 0- I iE � 77 I I 11, � �� �il, EDUCED TO ASA), DESIGN PRESSURE PAYING By MULTIPLYING THEM BY 0 6 IN ORDER TO COWPARC Ef4ESE k/ MAX (AS 0) C2) MINIMUM THREADED PENETRA I , I F I : DFSICN PRESSURE RATINGS 04DICAVITO ON SHEETS I 9 THRU 17 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRL400 PENETRATION - MCMMUM A.S.D. m"LLIVIA MAJOMUJA ANCHORS SPACING MR E - - - - -- , � . -2 'f 0 EL - . , rr 1:1 -I ? . , Y. - SCREWS 9 51 Ox Ov , � c- jl,.�i' S. RIFY THAT ANC ONG ON TRIS P,E_D� AS TESTED WERE S__ I , 'A " @ wmvw� � APPLCARLE 10 - 3 1/2 70 �, I '-I 1 1/,-­2pL3/,- 'AuSS '. 10", 1HINAM "En`AP:Aq D. LAC , IN ORDER TO VL ON A.S.D. Dal I = z I �Al` IVS�p _-/JU1 TO DisnNo WOW "EmiER STW-SI3 FOR WIND LOADS WAS = USED IN RON ANALYSIS. FASTENERS SPACING TO WOOD HAS sr.. MINIMUM EDGE DISTANCE OF LA4 SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING Pf M*` C.LK-IN :"Ic's f,."A mAimlium PANEL � " � 1 ", , m := ,,- M GN - D. 1 APPLICABLE � L i .,2 p! - , , �! /� - � OVER STRESSED, A 33% INCREASE IN ALLOWABLE C ') CC= 17 mr-kc) i - I I - , � ,,� E OCTAL 1/2- & L IU - _j PRESSURE TAPE" PANO."TE FIMMLE 0 1 PANELIN . 4I w1w NUT - +66.0. -75-3 . I 11, I.. RATING I CONCRETE TO CONCRETE ITO CONCRETE OF THEM - L* (1,I) � ... TE 1A 8 � t ACrQROANCE,W NDS. =S. CA) MINIMUM PENETRAI N OF WOOD BUSHING SHALL BE - 8" 1/4' 0-20 5CRM USED S�IAJI BE 1 1/2' LONG MINIMUM 70, OR LESS 1 2 S/1. . , 1,W C,Aj.) TO CONCRETE TO Co'c"YEITO CONCRETE 10 oct-I'm 11 ' - _.�M?Al -I �_ i . = OCTAL III, . I STORM PANEI S [`ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEVY VERIFIED IN ACCORDANCE WITH SECTION H09� 1 .2 OF 0 ku 0 > 1, ELM i TO CONCRETE - � IN,: ABLIVE ME - U) __ I BOLTED Ir. & 3"w, LM BOOK SLO" i , S/16, �­ PUP ANIFT C-t #Itt" ILMS, r _' L T No. NTtONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REFLORTS illoel'ID-01 AND 002TS.02-09. AS SHOULD STLcco Exist, AN. I' MINIMUM MR WALLS MTH NO STUCCOL . 12 . 12, N/A 12, 1 II/A V & 2' (TOP) I . N"Wer" V, ,uvPr L 0 Ek M W- V ., '_: I PEP, I 2-99 & ASTM C Z30-02 SIANDARDS, AND AMERVCAN TESTING LAS SOUTH FLURIOA REPORT 11 125 01- 10 AS PER -0 I± a) 0 -0.0. -75.3 17,"II I CLS) IN CAM THAI PRECAST 'TONE, OP PRECAST CONCRETE PANELS. STUCCO or' WOOD 80AADS a FOUND ON THE EXISTING III.- _ _ _ ERTO - Or HE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCIURE BEHIND SUCH PANELS. 70* OR LESS I z 7/8- , , I __ - ,I, & .`W I i I mmagrWIP � . TAS-1157AND TAS-20-N PROTOCOLS. AND AS PER CAiCULATIONS, PE PMED IN ACCORDANCE W1 SEEIV14 I$04 Ti U) (D t I it' 3. A , "T 1. '. 4. 1. 1. , , rLORCA SUVOING CODE -I--& � BOLTED W/ ; - - - - - .1=7.0111 I - 1 - - - . 12A A, ANCHORArA SHALL BE AS MENTIONED IN C 1). C 2) & CA) -F cn j.v o- MEASUR rg4'A­2W/4' SS, WS, A, MOONLIT AT OVERLAP & 4OX OF PANEL LENGTH _' I R. r'. mm I " -01 -1 ­­­ - i i 12 11111IT0119111 - - - $ - T i HEADER REWMI) - Z� AIL ALUMINUM EXTRUSIONS 10 BE 6W-16 ALLOY AND TEMPER (umix-s mcpwsr rfom). SEE SHEET 2 - ACTURER m 0 0- a� - 21 1 " I � I [D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCIIOR'S MANUF z -4-0 - _Z� ---!:- v - 8* . __ . ; I 11- � i = ... /A NIA 12 I/,'- it' i I- i 'y VIS "I I 41-1 ALUMINUM SHEET METAL USED AT CLOSURES SHLA" HAVE 310I-EY4 ALLOY. �- -0 - U) < N/A N/A 1� N II/A N/A 2. (vior-TOM) �1.01_11,11. 5 -_ I �___________ Ta. -S p Opal Ni, I S W� 1 ..2,, A I �� 1 8 PANELS PAY ALSO Dr. INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �fisa, -7j�3 - __ --.,. �, _ _ � ... � I "I 11 8 �JV,� 7 , LVI -,NP(VUCH 5) EXCEPT THAT HEADERSO &(D SHALL NOT BE USED, . OR LEG - SEPARAIIQ� - I 24 iG.-1 � NUT 0 4 All S SHEET METAL PANELS SHALL HAVE SIRUCTURk QUALITY STEEL. ASTU A-IES�3 CRAOC 80 MRQMUM� 1��-K GALVANIZED 7" N/A j 6 1/2' NIA , 4 1/2' N/A N/A. 3' (TOP) Im GLASS, I .,�,`A;AP*611.�,,.- 7 I 'L �, 12, CC . t I SIPLLTEEL __ I 1/� — - E. - � -CA ,,,, _ _ DESIGNATION W/FY- 922 Ad. (AFTER BOUZO), - -_ - - ,ED ,,,� , .. a - 2 V/8' QII, i 9, �T SHALL 61: IHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE 12' N/A I I " � N/A 9 i/2' N/A 3, (BOTTOM) 1 , v.­,,,- NLAP V, I -1 - - % -7,PARAT1`JN_ I I A17ACHED TO NSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME _� I -. - I -W 516 ALIBI SERI! 'N - _::�i�=._`E_____ I � ,/. -204/4 - 10 CLAS$L I S A, STEEL AS PER O , v1._;;Uv I ; U. SCRt S 10 BE STAINLESS STEEL 304 OR J ES OR CORROSION RESISTANT COATED CARBON BUILDINGS. A 1 12 . NIA ' tft" NIA 12' I NIA a 1�1 2 4jV6- Q� 7/tV.13/32- 2'I 1 S 6 ALTERNATIVES W ON _12 N/ x i .0 M Vt PL DA U ON I " , I I * wolfs W/ 50 W� YIELD STRENGTH AND 10 IA, TENSILE STRENGTH AND SHALL CO PI-V / Olo 8 E1400 CODE SECIt - I � �/ - ,all, A, (TOP) -11 - I - S91;AZ- Ol"I a i �R,_. SHAVE A LEGIBLE AND RE40LY VISIBLE MANKIND INSTRUC7NIC OWNER OP TENANT TO *� I __ . 1 j I __��- , (� 10 &V,�, REGULAR STORM PANEL Win, LENGTH avtR W, AS PER SECTIONS 1, 7. A. 5, AND , I , 3W & 4W I ,-I FVCW QITRLAP �� EVM OVIECLW, SH __ - - - - I - =­-) ___j ! 11 I - I 6 SOL-S TO BE ASTM A-LS07 GALVANIZED STM_ a AG 3-04 SEARS STAINLESS S�EEL WITT" IS k�i MINIMUVA YIELD STRErVaTH APPLICABLE REINFORCEMENT DURING PERIM OF HURRICANE WARMNG 12. I� to G,ASS S F LIS 4, 5, 6 & 7 RESPECTIVELY; SHALL _ , 6' 1 12- IT T/--I 12" it* 12' e I � /i ' -_ - -_ -.1-1 I ECURE PAWLS WITH � I i I w j ! ' ­_ .­ i 8§ 11 * LIMITED TO 56.0 p-t. A.S 1). DESIGN PRESSURE RATING - d � i ',� I ; I 7 ANCHORS 10 W41 SHALL BE AS FOLLOWS THE INSTALIATION CONTRACTOR IS TO SEAL/CAIAK AU. SHUTTER COMPONENT EDGES WNICH RE34AIN IN CONTINUOUS CONTACT WPH ; I - I �! x �'. a � F­ i � I j 9 I P.- . 1! THE BUILDING TO PREVENT WIND/RAIN INTRUSION : IT � I - " I I -_ __L_,',_L ta�� 1 (A) `[_Q_Of1,ZIh9_EaVRW_9QWaET`E I � " ;�: ; I ., R5 'I i 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING, AH� e(INING REGULA,110,15 &SEE SHEET 26 FOR ANCHORS TYPE & SPACWC " NSTALLATIONS INTO WOOD + Recrom m-, DISTANCE BETWEEN BOTTOM OF PANEL T I �� ge ,., , �, j �, 11 - - 1/4*0 TALIPCON ANCHORS AS MANUFACTVRED By It W_ BVILDEX, INC (M;m ['­�tW PA., I I Atic (D To BEL '/2' - - I . . If - `_ I - _____ I i 11 11 bt I I - 1/4' 6 . 7/0' CAUK-IN ANCHORS. AS MANUFACTURED PY OEWAKI INC PROVIDED Eft lit JURISDICTION WHERE PERMIT 'S APPLIED TO� FIAME BUKDNQ JI/2 - I , I , " �i e I I �_ MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE AM INDICATED ON THIS --I M.,, ; - ,r_ t - § �, I - )/4*6 � 3/4' SOLID -SET ANCHORS. AS WETRIBUZIE0 By ALI POINT SCREW, BOLT & SPECIALTY CC - 'IN , - SCHEDLILL FOR CD_ LESS THAN INDICATED ON SCHEDLU REDUCE ANCHOR SPACING - t �i I 1 V-7-210 , 1 13 I.) n1oi PRODOCT rVALUAMON DOCUMENT tP.E D.) PREPARED BIT THIS ENGINEER IS GENERIC AND DOES, W` PROVIDE NPORMATIC � 5 :1 : I �!!, 4- 1 � ,� - 4 i ��.4; � 1,2 - I tj ,'I FOR A SITI SPECIFIC PROJECT. I r, WHERE TNE SITE CONDITIONS DEVATE FROM THE PX D- By MATIPLITUG SPACING SRO" ON SCHEDULE BY, THE FOLLOWING FACIVII'L MR wj 11 " � -1 Q? 7 I (m,% f'­3000 PA.,) ENS OPERATION TO BE POSSIBLE REDUCED VACANG, OOTA04ED USING FACr*R SNAu _F I �_, - I _� 2 F__ - , . __ - - �- i 1, I I I - 1/4�10 PANELMATE FEMALE 0 & PAIVELMAI-t PLUS ANCHORS, AS MANUFACTURED By EIGO CONSIRUCTION PRODUCTS. NOT BE LIEIS YNAR WWUM SPACING INDICATED FOR EACH ANCHOR TYPE AT --<D I.' I __L__ h I ------I r 1-1 ;-,I T il I I - (b) CDNTRACIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SMITY OF THIS PRODUCT FV, - _� Fr - , - - - I -1 -�_ ", �"5 4-0 ZAUAC NQLLN ANCHORS, AS MANUrACTURED BY DEWAL,T, ,NC EASED ON THIS PED, PROVIDED RE/!5HE DOES NOT DEVIATE FROM THE CONDITIONS MAILED ON ING DOCUMENT - _!�= LEGEND 2 � - I I "d �- ' L ,,� 1 1 - CONSTRUCTION SAFETY AT SITE I-- THE CONTRAIGTOR'S RESPONSIBILITY I/4*Ar 1/4-, I/r. 1/.-. ++ RmaIRES N.A. vInANCE BETWEEN BOTTOM OF __ -I A 1- � I _� � __ - I _j I All .11A.U. �VIIBEIVVAIIIIY OF . .HORS .,a POURED CONCRETE SHALL PA I 3J4% V FOR f1jC0 PANELMA77t AND � � _ j I , ANCHOR M - , ___ -Lj[ I A:.- ' - WS I :� - �; qq-,;,-.-,, -,E­,", - -I ,� _ I 'I I"t'-; - MS, � 3/4- FOR ZAMAC NAUN ANEHC� �V' W/ I . � �Avoc� Akww - -- A 2 ot�_ QNU� I ­20 1 .11 'I ,-- - - I - - PTO 71_-�" , � (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0011WEREO MAUD IF MODIFIED M.� . N 3­4_�" PERCtR`TqNo'2 '/2'OLC I I L IZI/I `i4o ftv,��.Z W_ A.23 CALK-114 & SOUD-$ET ANCHORS Shki. lit', PAMICOM 7/IV_ INTO THE POURED cw,Rm NO Eumomwr INTO ', , 3 _ _ , I FEMALES AND ; TO BE 3/W _j _��/" 2 & . ,,,, ,,!t , , - , po/. Ai, ANcHlIme VACM p.j - 3 3 3 2 1/2 , _1 !AN"`A) . 11 / � - --- 8 - - . I. M,,, � i , 3 rr; , f I -g;g "" Ej, .1 i 1 2f4 THUMBSCREW 'it""' STUCCO SHALL BE i,eiimir,Em, ite o-Ao SCREW-- USED SHALL BE I i/2" tom MINIMUM SHOULD sTocco, Exist, (dV SITE SPECIFIC PROJECTS $11ALI BE PW-PARED BY A FLORIDA REGISTEKID ENGINEER OR AMIITEO, WHICH WILL BECOME ENE . uWV__ th") ;, -1,, IS= .. -��4. III --z,.V;,,ur-,-EojAEv __ I,# NEVC " ;w (IL. IWO) --l-A , . I � AND 1* MINIMUM FOR WALLS WITH 1.40 SPIECO, AND MAI BE ViEADED SCREWS OR ALL INACADED SCREWS W/O TIFAD. ENGINEE OF RECORD (COA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE ��_ _. 4 - 3 T��, A w An IT SgIll �1�10 111. $`07 OR OR I'VE - EN A, .�7,1 IT P NCUAA,E S , � " wt� At --;- ­� —,/, - 1 t 1% PAL : 1 � ; ,M'-'w/ 7/m,4/m- BUT WITH WING NOS ROPER USE OF THE P E O ENIAWFE, U RECORD. AC'"NO AS A� OFLEGA7ED ENGINEER To THE rAcm 11 i, 7 � ­. 1-1-1-1 . ,,(a �� N ON id' Ran 1A BELOW) I �= ; I P.E.D ENGINEER, SHALf. SUBMUT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW AMIAL EA POE OSPOM 1, glfml�q IWO 11141. LAV; SCREWL a . � 4 ft' " IFTE PANELS, PAVER$, STUCCO OR WOOD BOARDS RE POUND ON T ,ke - , - PLATE NEW 11 'If 1. A,I) IN CLISE THAT PRECAST SiUME, PRIG,iST COWP r H RO;Ewlow I 11,,. _`VS A.. (2) 2'.I, IN31ALL00 I I =`Tf. ,A_L1,O,S11;w 6��.i/ E Mo 04WANAL SEAL AND $IGNATURE 0 1 E P ______ . - - ,,CD . -v w- I ,/I, 1A. PIREAMS - .- - I t vowl"m Or PLOY QN MSTING WALL OP FLOOR, ANCHORS SKAL BE LOND FAKNOV-1 TO REACH Tilt, "N STRUCT.IRE BEHIND -SUCH PANELS (el THIS P E.D. ShALL BEAR THE DAT 1,.AT ALTERMILYE 2*'W W�=w RED ANCHORAGE SKAU EVE AS MENTIONED W A-1) AND IN &2). ENGINEER OF RECORD THAI PREPARED IT I ,/r - 4- ------ - r- - - -- 41,, 21W WOOD PAT OR ON r= - L . __ - - -t - __ - m ON EDGE SCALE 1/c­- RAIL REOLIUSED, IlAt I L. " 14. SHUTT MANUFACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIM LOCATION AT STORM ;Ili ________E___. — - :: - - - - (0) M-j�'-/ONQ�-MCRM,-O,gCg-W&L-AEN-L-N T I ,�w � PAWL S44UTTER IN ACCORDANCE WITH SECTION 170S.9.2 OF FLORIDA BUILDING CODE. ONE LABEL 3 'A' I - U ___ ALIEHMME 1':W 'fi 'L. ", auft TINQ I - 1/4- 0 TAPCONI ANCHORS AS MANUFACTURED Is' 1 -I W BUIEDEX, lNCL SHALL BE PLACED MR EVERY OPEIIINC LABLIINn TO T,OMPLY WTH SECTION 17095.3 OF THE SCALE 1/,--I- . . I t E-M Valp'.1111 I - 1/4' 0 , 7/8' CALK-lN ANCHORS; AS MAINUFACTUPED Eff DFWALf, INC FLORIDA BUILDING CODEL f=1 ____ � � Eum IQ CEIUNG MOUNTINO - ;/4,9 x 31,V- SOU -SET ANCHORS, AS DISTRIEUIP BY ALL POINT SCREW. BOLT & SPECIALTY CO __ - , ALTERNATIVE V I I D IIIIINI, - I-- 1 4-10 PANELMATE FIEMALE ID AND FIANEIMA`EE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRULPON P ,,� 0,01,114, .. - /4 . 0 ZAMAC mAJUN ANCHDRS. AS MANUFACTURED BY DEWALT, INC "II%k"IjHH##J?01�Av, 1, WTIAL,IATIONS ARE Q+AYj ��Ult FOR 8UfU)ING,S WFIO AS b DESIotj ,,DADS r - ­�- - ,, INUALLATION SCALE ,/,-.I- I - I P, A. TIZ a- 10 .66 0. -75 � 0 Am_' PANEL'S LENGTH UP TO 5.-,D- e --- I.: T!�7 RMIYE � W I Z. � - � �� . i -, VALE I W-, i _', , ,� ��..!Q/,- �111, 2 FOP NEW WOOD FRAME CONSTRUCTION WOW MEMBERS, 10 ST SOUTHER. Er I ,,­V� K Op 8,I) VINIM�M EMBEDMIENT OF TAPCOw ANC:4DASS. ELCO PANELVATES AND ZAMAC NNUN ANCHOR. ,NM THE .,x, - ", - ,.p `0 P-E -0. 2. W1 SPECIFY Dar" OF O.S. OR EOUAL � � - ,� � � ­ , . � - , . V\ZkNs, ' - FLORIDA BUILDING CODE L14 r. High Velocity Nur icons Zone) ej�.-`��EN � - I -. BLOC LIN - � -. I ,,'-V,-' vNI'-,ye ��I`iS A 9 SRAII HE I 1/4 . - - __ - ___ .L 4i . -,F .. - - , 1 $ , S - I .. , FLORIDA BUILDING.CODE (High Velocity NU cone Zone), ­ N� ! S .1 I FLORIDA BUILDING CODE (High Veloctily Hu ico,n, Zone) B�2) z : N644 57 %, I .:,lo,' MRGI. - 24 GAGE GALVANIZED SML STORM PANEL F., , : No, orlos ..-. �_ f .,* NO,4 . - CALY-N & SOLD -SET ANCHORS SHAL_ BE EMBEDDED -1/8' iiCa 'HE CONCRETE BLOCK UNIT No 16LENT - 0A`WN B, . C; 20 GAGE GALVANIZED STEEL STORM PANEL - z : = �vio ,,Y�m, TIC SML STOR14 PANEL I '-A STUCCO SHALL BE PERMITTED 1/4- e­20 SCREWS USED - BE 1 '/2- LONG APNIMLQ S�GVLD 0 Ex'sY. * -1 = � * - MINIMUM -HALL - . � "A' =*: * OWN BY LILSPE's - it�z'&F � �R � - * '. ' ___ . � /-Io . i tI� , A. AT Top I BASCO I . * i 'INA" . AND I, FOR WALLS WITH 90 mcrv, 1�5'� STATE F ­4 GLOBAL PROTECTION PRODUCTS. LLC, DAM . ON = = - I , /111LECO,mic \ -;_� �_ �� ", STA . , ._� I . WL A- .go . - IV, OF, -* � -�!: _____ — - A .. � A.. 11 IP — GLOBAL , L' "7m-:-;- � .:H , I .­,-e �_,___--- BE YOU - - ? T," TrYffew, * CNO'Nammo comp.;-y E : % S1 a 0( - 7-- 1 NO"' , I 1 20 GAGE GALVANIZED S_ -�O' I - _�A PROTECTION PRODUCTS, LLC, ';�� I I I . - I 11 OI, , _­ GLOBAL PROTECTION PRODUCTS, 8�Jt) IN CASE THAT PRECAST VORE, CIP PRFCk,T CONCRETE PANELS, STUCCO OR WOOD BOARDS SUCH P -?*4br tost.. �.-- - _.- - - -AA �wjew-_I, ,., MAIM V`; / 11LIECOme Am S_.. 5 ImItEr, - , - - IS T 'VU BE , 's 1 -175 0'.. "tsml-h ­ / DATE, � /TiLrECO.A. \ M)"K, S,*. ,ij SIPED LLCIJ o"Ir " ,iLW,;1; "' , -i,l- - T iwa __ - , V A-.w1­ -1 20 ,��- --, - "t 0 , �p ,gap �,,,: - - "ISTINC WALL, ANCHORS SHALL BE LONG ITNOW ,I) REACH THE MAIN SINUC BE HIND ,�It a "tr ,mr,_-., ­­ . _X'11� . " "s- � ....... kv - ruff TEITTINGI .* ,EMRm99(,1CQ%1em1 P,m, (0, DAM a. 333, " &=mm 1�`­ I ­ _�Iv I TILETT PESTINC * olderEMNO C SAVK� R_ M31, ANCHORAGE SLI BE AS moNnOWD IN ELI) AND IN 6-2) — NO I - tIO, v�� A, I . , / - CA o0oA, - `4,,-,,0/( NA`,�`�',;,f ' - L ote 'I-.- ", cre ._­ )VIS-711ft FAX: (VV,Nm%­A,Ir, 20-176 , 4 — - A, P.,", i-42"', r. mwee.-ant 1 20-176 `4Nj",;'H,,'+j%%1P I, L mAL1SrWAVU,E/%Jz Wx= Lr A, 'UP . oonw VIDUAT'NItS CAS V_ 1cmarAUD IN ANY wo NO V!;;,f_ - f-.*,.- __ -I OWN .1- I A " i 1. ,, - = DI.WlO Nw I'low - . I- , I - ,_,Gm,9 ­v I - - Iqmlvir�i ,,,,,,,,,,, 01-0001,71, - WAY to Sul Aw N_�LALILA SONIC, v4 ------------. -- � - - . wN.Tre XLZL; "',�,x ,���� - I "'=J� I— I I - '_ I -,= � SHUTTER Tw,AS I'D" "`SWA I's A),- A �m I t-g . _ � � ��� ;�� � - - i - -- � : - , - ----. am f-77 _22— _ � I I I I I I w I . =I � , — __ __ I MMIMVM A.S,Q, =]ON ER[SSURE_RAjjN"AA,f,) AND CQRUSPONDING he_1/4, 3/4, 4/5, 5/5 & 6/5 1 GULAR. LIFE SAFETY & E-Z HANQ SIORM PANEL SYSTEMS MAXIMUM SINGLE PANEL (1) LENGTH NO SCHEDULE QNLY FOR REGULAR STORM -10.2/4 -111111AC/6, 2W/6, 3W/7 & 4W/7 I INSIALLATION DEITAILS FOR REGULAR EANEL Cl) (SCALE 1/2-I-) MELS INUAUABON INTO EQURED COHGREM. CONME B=K & WOOD (t) 3' MAX ANCHORS (SEE SCHEDULE ON IN -TO POURED CONCREIE OR UNCRETE ILQCK STRUCTURES -,. MIN _- - '" ' ­­ - ­ SHEETS 9, TO &11) ------- --- - -_ - - ­ - - - _31 VAX - I � 1, w � I � - - . , � � _, - I 7 - - , - - - - __ - ____ - - - 15.12S_ (TOTAL WIDTH) ­ -_ - - - -'- ­ -- - --'- - - - --- - ­ - - I PAHELSQ) UNWX=NED zbz"AaukL���_Uo � O` a Y I 0 6 I i ­ -- -'--",- L - ---- -- -­­­--j2MQ` (EFFECTIVE WIDTH)- - _ , _­_ L- -- - - - , ___ ___ � I- ­193, i I�S4'-20,314' AL10-0-11MM m_xTmm=_jz_&,_QAL_0 QR — I --- I ,----&W 1-1 - -2-151*- - MIACURCO CONCRETE USTINIT FIGURED CONCRETE , D. M., (�)� (�). RETIF BLOCK I CONCRETE BLOCK � 1 4 - _J::156�_ 0 : .710" - , S�LM ANCTED 4 --I - -1 - F -I- -T -- - --r 'I - -: -r- - V- T -, ,'_T­_-r_7--T-r-_r--T_T_7-C I if -------- - f---) � e4 �; Proumf,-, , , REQUIRED. = I ,, No ft I �g ' - E I- R * I --- I I I ; _ �_,,? �_ , L - - ­ - & 1/4� (IYE'�)­­­ ­ , - I a 6 q., � __ ...... � � . - � i I I XCI­ .125 911H-IRAQK" 0 ---- I . ...... r�_ - 1 1 1 I I . - i I CONCRETE ANCHORS ;�i CONCRETE ANCHORS � �� I , .2 -�, - - . OR' a 1:i Il;r O,Q I , I I I " , ,�,,,, -_ , " " , , �A , - - 1 11501 .lee - ,Oft' I:& 9 � � , ���,#,, - " t %gtg:N -�� - -0 ,,= bm-.,.�,-I- 1.3,50' - - I �aSo , I =* - f I jw ;: j� L XV I f LMAY W REAUdOEO) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH @ or I i I � ,� �, I 0) �tFg MSTNG POURED w = , 1.500" 1 1 1 SHEETS 9 THROUGH to,� m all . I I I � I � .L,. , I I -- C2,1 20 CONCRETE OR � ):. k" I i L — I- OR -L-- (ft.) a 'L+' OR -L-' (ft.) a I I J1 , I CONCKEE eta" - - I i �1 1 1 1A I i �, I , I , 3 - __ MAXmw A,S�D MAJAAvM ks,O� CONCRETE & WOOD - I I i I __ - - � I J1. I �,/,� 1/4' REOUIRED. " Ca ____7 __ CONGAM & WOW � 1 , � I I - tL :!5 C= : I,-"-,-- �_t�.10_ f- f I F­ ___ � - _(3) ­_ Q6 11 � L .�Z I - _3�S L OW , I 11 — , "I ", , 1 1671. � � DESIGN DESnN -11 11 LL � - ----- LL " ­! ­ ­ii ­­­ A--- ­­ L- __ I � - - L I ,/� � 250 , I � I ZED STED ' *1 � ,�, _­41 '�' I I i I "I i ,%��) , � ­­ �, ��,,,,..,�; I- 1 4' ' , �,/ - ­­­ - I - I I ___ -MAX - ., � ,. __ CONERrIT ANCHORS � , , � � � EDGE , A� 210)0* � m4, - . - I , V PRESSURE PAT* OWALLATIONS t INSTALLATIONS IT __ _._1__­ � �� I, , - __ _.", __11__­1 ;; _Y_--_ -, _,­­_­- - I 'L, I , i , I (SEE SCHEDULE � ­­'�', 1 _j­_ - ­­­ ­L � W C= C112 � 'T � ­­--rl L i v ., I ' _E = elz I � \_1 � " . � I. I L­ 0 Ii. � -) - —L, - (P.A) f+ . -) -- IL: , 11 1 I , � I � I.- ,�;�, I � m C_.j L ASIV A65.1 TYR I ", /11 I'll � -111, 5 M \ " , ,150 'I 1,01 __ i � I 4 I I -" L L SHECTS a THOUGH 10), � �� . I DETAIL A 2ao j4*­V* 1,31-01 i I . I I , � �� I I . I= >< '" E," � 21,25, I� L , � ��� � I / " 11 � � - _�:_­_ LIP =___ 1 , _ _ ,L 1 I . --- I ] - 1 F rl"1114� � N I EQ: � I I - = LA_ GRADE so HIM L I I - C . �--,--: __T5,v___, _1F_70__ —111-:7- 1 _I i I I I C11- , - N, 5. --.DO,- I Owl z4L. 12-0 -6 . I I I I 1. __ I-; ; � � I I i,T-41_1 I .=, m = - -60 GAL". .. , ___ -A _,.. I ., - _ " f­ I I �C� ----- ----------- — L__ _-, ­ l� T Owl) ,Cii�A — I I ,111 - I L A ___ - _ �O 1 4�e .- - 1- I , - 1, --- , ;, zp 11 L I �l �- U) -0 C14 _= it . I , I I ��'�, -, PANOLS SHALL. BE 06TAUXD ALWAYS - --2,387*- - - I UNBOLTED PAN i � I BOLTED PANELS A /40-20Al' � x I I � 1 � 10 , , Cn --1.350" - OrTm _I ----� — -__ _­ --i I - � I I W-a' W-9, ____�nt) �8- 10'-7- i I -, , I/ 6 2 -.1-1 r 4 __ _ ... , � 1 It= ___jio­ --Io.-Fo- 10--o- �V510 1 *_ 01 W-91 I i - cl) I C, --I ... - 2,000 jo� -1 TRW an TO RIGHT W1 1/2' Lr,t i I I - - if In I ! 1 ,2 = CU AT END AT LEFT SIDE OF PANEL *F' TOMK (�) ANGLE WITH 5IUD 11SEE SECTIONS AS j I ­ __ - ­ --- ---L-_ O__ __ _L -7 � /�,.�"o i I . "', - t� (�) OHIO HEADE (�) - _ I I I 1 1 . §,S. MS� BOLT W/ 0 Ek OVERLAP � x !L __ - - -A -1-11­ I . . I _i IS I I 1 1 � II__ ��__ , - - ­ __ ____:!�_0__ - - q-, 40,0, _,;:_­s_ _v__i__ I APPYCABLIE) I . � I i ; I I j (SEE SECTIONS AS APPLICABLE) : - __ ��I,7_�,A A i= 'ftfl � L­_ - '--- LL - --- : 3: a W lo� I' i I -;.-. .i. 0 ft W — --- — I : I , � i d 1 1 � : d I SEPARATION - ,____4 to 0 a S­ r &.-;7,- 1 I I I L ! �. --- TO GLASS to GLASS � _= - M. TOP EDGE - __ _2_'_,�:_ _4�_�_ --'--'-'- ---- L ';�-- ­ -�;-- I I i i i I I I � ] I I , " ; W.- . T - Be, I . _41 E ;; = -A, , � (SEE SCHEME 0 , SEE S-CHMULE I �� I UNPIN - 1-41YI =O = - � OF P� I ME a' !6�o 8: j7 - 11 I I 4 1 1 . 1 ! , 1 I 1 I I 1 1 _j - � I EXIST[ ; wmVZ 1, III- AS i W CD I . 1 CO2A- (wPj _ _ � I UNCITI OAP r I 0 4- -CC PAW L S DW LP I,- �- �._ I - . GALVANIZED STEEI i I I I I 1 I I T I , i i I I i i I I mlirl ON SHEET 3) i :1 I, I : I � �_ I _,�_ . .�270' _____;i.`O___ ___8,__r_ - - -8-,--O* __ ___5iT__ __ --&,-J, ]7�w - I I I PANEL LE14CTH a- SHEET 3) I i C= C.) := I W/ HEWED FIXIE 11 � :1. , _w__ __ F_ - __7:__7__ ___ ____ __$_,_0, T-_5 1 1 1 1 � ! , I � 1 1 1 1 . � , , I , 4 ,L* No. I TO CLASS. PANE LENGTH -CG . I � I __ - P. I r _­_ jj-o­­­s;__O;­- L - tiozo . � � I � I . (SEE SCHEI �: 21; m ?;- - ' 1­ ,-- � I _ _____�Vi._0____, ­-T--4j� 7�­ - , , I SON. � �0.05, , , LL .0 8:__ - 1 1 1 1 1 1 1 i i I I PMFLL LENGTH 2) .j - ,�', , , I I I �/) _ _j i I I I I ON SHEET 3) A I -1 (SEE SCHEDULE i C3 � . I i ­_ F_ L � L - . Ij " ------ ___ __r_irT_ I (SM SCHEDULE ON 0 t ON SHEFT 3) - S7_J!�__ _'_ , SHEET .3) -= 1, = C= - ;j_­­__j��­ '-,;-�,­ _____ -,-- ­;7:-5; - i � L, ON, ;. - _ pwi� � i 1 ! 1 � i i I 9 r - ILL - 13r, .�f?vo* . ,L _ i I I 1 ' I f I I I I - CONCRETE ANCHORS I- i __(i) - ,,, I �� - I Zr , L ) - ,_ I - - -t A_ " 1_1 11, _j,_ I IsEr t - (SEE SCHEDULE f ON // � - 'o i L i - - - __ 'I 'E, ""' I 'I,� _Y I I �. .. - , I 'el. I I ! . __ I;ii�i - -I_ , - w- - , I 1 1 I S"EM 9 THROUGH ID)i 5 If # I f .. . _­ - --- — - __ _wCW__ E).M_(�)� - - L 0 DX i7. 2 -T �,, - �.�`-�,> , ", 5 � lis'l I PILI 01250 0 1 , I -3 -1 - - 'Dmo- ��__ . .1 - - - 6.-W rio 7,-i� __ I .w , I . � : //" " . 62 -5 (�), � - 4i:t ��'_ -"� Y,."�":­" 11 , 1,,�'�.�`N , OF %, - ., � ,-L . � -, . , '? ", � � , �� _____ I --;;-- , L � - � , U-71%i I I 11 'a . I I - - �1510 7 f 0 1 3 i .- __J___ ; ,/ I - - 1-1, I v --- - - - 6-- , - . " ,� - L /, , , , i .1 ci) I UZ � I I - ,� - .- , ,�i�I , I , =,--,,,�T�l U ,L�"_- , -�,-'- - t V,'. � i 1i �- Vil 11 47�;7 70 4 z "' *'-' !�� 57 ', -1 , _ . F __.;� , I . ..;, 4 _. I I - - t . - ___ ___ __ __ , L � �_ ,�""" � MAX 11 I - - I I _ - -2590- - - WMMVD� , =_X�: 407, 0,625 1 1 meem. la I i 71-11 v-71 600 7-_O� @.19 I - , j,5- 1 * +At N. i ._. ��., , ,.�� I 7�1_ 56% CIMN9 1 It E . no 7�-O- - - 0 - _iL - i : Ft _�,',,' " �4;, ? , � ",.,.�.�,%'� 2,2-A, f 14-­-i "L �, __"- 2/4 114, 3/4, 4/ , 5 /S & - ,4,0_4 �� " I � "`,7171-� - - " 1� �,�,?_;� '�;�7'L�"`�' , -, :�, ,,,, � CD -1. �"',,�y ` , ,,; ', W4 , ", " " _t_ __ � _;�_O_­_ — af?_� 01-1* 10, - ­-, ti I OF 'L' - - : _�J' --4,,,. 11 '­_ " '- ID ___!�_ ____n__, ,-- Z_!!L__ _,�L 01 4s, - ,-- - ; :", � ­ 1 --- cj), I 1�� . I '� il �'� 7" 1, __ --- --",---, _ — --",- - " MIN [+ ,1,111,k , � '; r � i "I J , , 41 ISOMETRIC MY MNLA 33', . ___� ,� ) (5 OR (Y� i I I ,I 4 , - - ____ `*,"", L 6 ` '"I" ""I _��,,�11,�,'�,."��`, " g X. Cj i 1 �2 '4!§ L� ______ _,!::sL___iL_�:_, — _ I W/6, 2W/6, 3IN/7 & 0/7 � i . �,_ , __ T � L, �,��,"',, I I- ROLPN05D CONNER 0 ENDS OF PANEL'S I - A6, .VM* " --7- ' - - - -' : I ­%', 11 .1, 111." � ` - I r , , , �2 - I. 11 6 If'-VO, - ' ­ --­---­ANCXGNS (SEE SGNECGLE ON SHEM 1. 10 All) - ,, , " - e A � 100.0 61�1. S'_ r I' _ls-L- - __ - ,.-;" , - , : � E.0, "p� I , � END LIP W/ HEMMED EDGE. S' 12i: I...---- I— ___±�:!:_ _11::4n­ C L , I I Eb� ?"�",',,�-, 1 1 � ,� I "', I __ � I 11, 1_11`1� I I - __L2:_, 1� . - I � '1_ t--2,375 I , - (ill S) 137, , " foop I ? I - �!i�;�� Z��,,�� 'L, � � � . _, - I , �­,%_,� ,-) E 0* , - —,00-W _-7-tr ;r6o 1�__ 1. 141S. ) ELEVATION -`_��".'�"'� L V. � C(lSTJ ' I �"`­; � ' I -� TYP. BOTION -7 - - REQULAR 5198M PANEL 1 ,/A- 1 � I 1�1' I 1_�� I � &WA ML PAND AUAArJ _ft GAP Lz�____ I I , 2'sw I - , - -, - ___5:�:_ _L-f (MIN, OARAP .1 V*W ,wilim �� ,� -_,�� 11" I . I a 12 1/2- O.C. I 4;Z,- Mm - - __ __ - __ 0 I - - I KEY ROLE _-TW-0 - T,;� I too - 5'-I' 2,68 � 1 , CONCelm"Vo- ,/ , k LODI' 067* - - . I - ,' ON Now, CONCRETE BLOCK I L i (AS APPLICABLE) 3.750' ,072' i YP.) (D '105-HI54 ALUM. ALLOY 06 KEY .... HQU. AT _PAHE - 750- - 1 ­;�5-0--_ - - 11-1. ­l15:o___ ___ __��:;_07__ � ­­ I - - V CONCRETE ANCHORS L' �� ... III 'O : I L ______ I'll V+ I ___ L ___­tWj-- - L' I � ; `,�',' I -- - _ 1/0- - .4 , _1 REOUIWM� ­ - . I (SEE SCHEDULE ON ��',V. � i __ - -;= - - - ­- MIN i I . VEIT -A J, IL -, �:4_ t ftS__L__t - - L - - I I ., ' ---Ttoo - 4'-8- ____ -1;7 � _ mt, I �-�V.�,7. t 9S, --to . " - - SHEE1 I `� 7 tZ4, I - L A 3 .1 r .SEE SNEET 6 FOR ADDITIONAL lip's . - __ _=' /Ovol"s ,__/mr1z, ',�:'�/! - 1. mi'L - ,_ - . W/QONLY WHEN SOLID �,,',, ___ i - .`15111 - I LIMITATIONS IF SLEEYE LENGTH IS I i-, V1111\ / v / ow , !�=� � OSI, I � I . L 4� , -.-- ATCRIANTE _�� SET Ill CALK -IN ANCHORS ,, , -I - - - t25 . - "I ONLY VALID FOR INSTALLAITON INTO 1/4 � \--/ \--/ !,1", " � EXISTING POLW40 CONCRETE I I (TYIP.3 WOOD STRUCTURES MINIMUM SYPARATION TO CLASS SCHEDULE MAX_ GAP \T-/, - I It" 4j ARE USED & W/ (f�o WHEN I - - i,N ' �' I - PANELWIES ANCHORS (�) SLEM 2 1 18 .� "W-1 , C OR CONCRETE MOCK I � ,_ N'T'S, - cu _: ! COML 1250 .375' I I I ,,, -RATE . �VVETE ANCHORS REQUIRED. I MAX, LERM MAXIMUM WIND SPEED 4 170 rP.PN WHO SPEED 1 170 'T.P.1, I " ALTER I, CONCRETE -PoSamG POURED CONCRETE ,A - I L-I.Ca. - - , TIN I OR CONCRETE BLOCK REQUIRED. T ­ ARE USED I " , ,m. PANEL LEND ANCHM SIAGAVERED, W/ ST60 t- _193- - __` 1 3 7W' (sr. SCHEDULE ON (SEE SCHEDULE 014 _4 i 2.000' (40 UNRESTMWD I RESTRYNED UNRESTRAINED 1 RESTRAINED NOTES4. I SHEETS 9 THROUGH 10) - - 2,515' - - - - E..178 TYFj, , I i 30 OR LESS 1. I* 1. 1 a 1/4- n(l) L.� MAXNAAA ALLOWABLE PANEL LENGTH FOR OL UNION POWK AJS_D_ DESIGN LOAD SHEETS 9 THROUGH 10) 1. , 1 750, 1250, 1 . A- MAX ALLOWABLE PANEL LENGTH MR A OWN NEGATIVE A.SD. DESIGN LOAD, I 050 L - 412S' I I I. 1. (2) PROCEDURE TO WERIANE MAXIMUM PANEL LENGFIt. (�) REV. W HEADER (�) -U- HE,kDER - 00:`_1 - - -- , -- I' MIN. To 5' M.. ------- I " I '"T 1 ,31,70 90 I qr 1 7 1/2- G". A POWNS AS,D, DESIGN LEAD, DIETERVANE MAXIMUM PANEL LENGTH %�' FROM SCHEDULE- - - , -' FROM SCHEOULL i_ 2,wo,- -- �90 TO 145, '. ___�� 7 1/2 1 7 v2, 1 mtk A REGAPIVE ASD DES" LOAD IVEIERMINIE MWMUM PANEL LENGTH 'L �R SLEEME 1* " U .1 — I. 111 FAINAL MOULIM ALLOWABLE PANEL L04TH IS EOUAt 10 VRF AIM WITERAINED PANEL LENGTH I BUILD NG WALL MOUN 111G 6 !fm "NT r I - 1 7 1/2' 1 BETWEEN 14� AM -L-', isfxjlom , - _[ I 'ISION . . I n1O AHQLE I SCHEDULE BELOW FOP MIN PANEL LEMITH FOR POROSITY QUMA`K iffi9rD16 U&M - - - 3GOO, - JfiH, - =1 -N"A�Ull� ""HIIIII.Fills, k, kul 4--LISM& U rama-mamaw . � � I SCALE 3/6-1 SCALE 3/8-1 SCALE 3/8-1 �74' , . a -VC -ma � EQ A GIM 1119214 fl INSTALLATIONS VNICI WOOD ARE UMffrD TO , 95 p.Jr MAX i,SO. DESIGN PRESSURE i I �, �200 VI�o t , I I I,--- I - ��i��:J!��& ILSE ONLY FOR E-Z HANG SfORM PANEL I - EN MQ = "wHOVIIINN", __F3 'Go _4�­'�CEN4%n�p �A 1. SIXI's, IF, TRACI, 00LO-OUT - Ivs 6, to & 'I MR W, KSO. CONN LOADS & MW PANEL WENCINS FOR - F, , r". ­ 275" � SYSTEM) 605a-76 ALUM, ALLOY CARE "O " " TE'r 'F` IRCK ,W�w 5ii IS USED, . RA, " Fr - IS, i - , 4 -4 - I, -i �0* .470' NO � �� 2 4F : - TOP m "' SK ,W ',.I - .. . � r' ; I" - _­ __ MN -1 - I _-, - - �S AVOLICT , NDER AZLE , m .. ' I I I P 1, 11.2EI� .,I. ­', - W& C= , r -1 I � z . MY HEADER � I r��w SPAM Q I .. . L .� � 0 0 It * � * V: BOTTOM I , . � p So FLORIDA BUILDING CODE (Non High veiovIty, mur - IV: - one ZOrAV)j . I % FLORIDA BUILDING CODE (Non fth Velocity Nu come Zone) - * �, 'a. � 1 32' �5 w 1� 50. 2 : 0.44167 � *, I CII.tm WRIG, W_ 24 GAGE GALVANIZED STEE I^ I Facto Th'noo, - F.A. 181, V__R;T,� , I I ,/ � . I ZG - �� i:�,, I No. 44167 1 S FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone)j , � .* _t_ I__ - 1 020", I'LIECA -1 24 CAGE GALVANIZED STEEL STORM PANEL `.P� - DIRECT mow 32 - z L STORM PANEL 9 .' O� 44167 ' = 24 GAGE GALVANIZED STEEL STORM PANEL - � ' c I _w IS'XI.5� ShID ARGUE - - ­ " - - � I i � z: r (AAON Jul ___ -, - - - . =*� 'Il- GS- �, 1. 35. __i;;�� 2- 42* '. = A, . :: = , * .*I - /17/20m, � 2.0w. I 088 ,Do -+ I t . !�. 't, _MoV, _� I, * J -,--3F- i opm" W, = DWM IT, . , 23" � I- _____ - - I - i 4 1 I t , ao, I I 1 t S ,,,,* STATE OI * ... I - - - GLOBAL Sk -�5,% STATE O� '��Nw- Z-A I L rE C 0 . IN c: \ GLOBAL PROTECTION P90DUCTS, LIC. O' IATI, , - , - 1-1 - _ . - - --- - � ; 'Z�, - , � AsOo !0Y 51 STAM SEE SCHEDULE TOP & BOTTOM MOUNITINGS CAN BE TILLIT IVTMW k 9%NEE "a COi �= SW_ 5, 4-w - - __ SEE SECTIONS - _2 . , , I .11-7/tAx - - � 1 07/n/Im N=_EQL.CmN,QQN_QE_S9m=: / N PRODUCTS, LLC. ,r,, --- —_ ____ — — W W. I - - ., MIN GLOBAL PROTECTIO _�37'�r TRACK 5S' 32-­­` 32- Ale 67- S -P % LATE OF PROTECTION PRODUCTS, LLC. ED. -( EDGE DISTANCE - i �_ � I I Q i C 0 , ..A 0 ��-"__., ­> ' 11L1EC;.wH:,, WE at, :��__ / _ __� Ft.' 1 __2 , , 0�.. *a=,— � � , __ URES, - 14.s/ ...... � - . -(,\T! e / � )m-XVHa. rAx Z, - - W. - ..%- ,, A - (MAY F� 3mi, 20-175 _ I so. I 1. I - _��. , - %_ __ - - - _ � '. Am S.W. 5 Seim - TRACA A01- _iF­ - 32. 1 - . '. ��__," I_ .'.�, An; - szo,_ !'-i ��_' "LORMil' - " _ t�7 iot7 TILUT rcErim . F__ C.~ _ L rom ING A, . DM TIL �I i TO SUrr ANY � .1 Om n. Jot,- a 32 w w (vVH3w_ - (,)Vsq_VRq? 20-175 11 MR; Y-'Ki�_ __ __ I .N2- 11 w- I :�Ga . , - - - ,; (est , INSTALLATION. - ___.. __�lrlz yy- I EHONE, _50, FAA� 4oV17 'e'; . - III.)- �_ I FAI,` - Omo- ..,j,�� -/W-,,,, ..... _"­_ - so /�, 4" ___ -A. ___ . �:;� 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY _ N. _%.=_1 -1-1 I V I (�� 11MILD-OUT "C 8 I= -OUT OF" TRACK @ & (��) WMERED YJINGNUT , , , ': M, ­1 ztm DoOme - , �Sfr� ;_I J_* IT, LIMIP'" "Ree-s,lP MILMANS .: I - - mw= (W.').e. (e$40ol, N,,� - PEQ - --I - ; CA-bory CA-0f)(NO19 , i _*Z_M_bl� "'.1;," CA-0006719 I - - VALIM A. wrt -7- I !; 1 On 1 ­`Xt;;,�;.'N.H,*V-'T1W[-1E " - ; i SHEIT ', w IV TRACK ANGLE (ZAVAC 3 ALLOY) WALTER A. nUR J`, I.L � . , 4 eNo, zoin, ,_ ,,IL - I SOUT � O` If . I __ ___. FLORROxi . i "Yet A I I - *= i1jft_=`m__ -1 I I I I i ,. I RDFMW�� i --ts�i,- - I ____ INSTALLATION DETAILS F - — - —_ --- F_____ 11 — 1_� _____ JOR REOLAR PANEL T I INSTALLATION DETAILS FOR REGULAR P I LILATION DETAILS E � e-ONCREIE MCK STRUCTURES I INTO WOOD alfl=_� r, ,--I' ­­1__11__..­__­_. -.1 ___ I -, I I QQR REGULAR PANELijLW1Q_W= '' -----,- INTO POUREP QQNCRETE QR r - ­- -- -� , , -,* - �-, - ,�, - - -:, -,' , , - --, - -- -: y - $E wi.� . RASTA - , I I PAPATIONI . I I _�_ �; � r - _'1_­1_ � _11­11_� I 7. � I 11 -7-- , - I I I � I - - A TO GLAS! �L I � ALTERNATE CONCRETE X - I WOOD ANC40RS . - , i , I _____ � , I - I ii�' , --ti�� ; - I , _(SrE SCHEDULE 014 11 . i f ,,:, 1 I I 1ii _/S, tirA-20.t* . ALTERNATE LEG �� __ 1, I i e, ON SHEET .� � � _ _ r . ­10CATION , �1, . � . \��i sw HEAVY "*In . � , ___ __ __ CONC ETE ANCHORS -_�SEE SCHEDULE ON . � I .� � � 1 � SHEET I 1) I . . ;�, !, I (SEE SCHEt . /,t�L - - I I ANCHORS LOCATI , I 1 1'. CXSTVkG POURED CONCRETE I , R1 AT BA 4W (Ml,,.) E)OSTING '' - !� I - ; : QUIRED. 51RUrURL_ 1� 1 � I ,- I - � ,� . g. I 6 '/A� cc L------------ � - -- ... � 4- I nimProrome. REW Rz . 11 � I 1 i : � CSEE PICHEDULE ON � EXIFTING POURED CONCRETE SHEETS 9 THROUGH to) OR CONCRETE BLOCK ,_ - — 1;t , I —�,; � � .* - - I :" � ,A� , Cn -6-0 SHEETS 9 THROUGH loy, OR CONCRETE BLOCK __ I , : ,� I -, - t-, I ADEGUACY OF EXISTINID WOW .. - REQUIRED. REQUIRED. �, �, . - I . r 1:� I I � I I BEAM TO BE CERTIFIED BY I . I I - I - - . I � � � - ­-.11 --- - - -, ­ �ATOMTE LEG m , , I il , , -11 M., _- to �----CC - .- - , . I , � L I I I I , __� � ., 4 __ 1-_ _____ - � 7- A, L "�_�';�4 COW: I I , I . I I PANEL UENGIit I REGISTERED ENGINEER DR I � L. a) __ __ ED. ,L' I � Mn%� - I , " I q __ --- :�,, � 1�, K 2 -:. _­_ ­1 - � : - I I . I �, ­ - l� , 1 $ HEVOULf ON " L I � , I - ---------] ON=Rle I I ; - -- -- ROFIs- - I- -1 f _� I q, I- ma wAS1, HEN, , ­ , L �:11 C � E ­-__ _ __ . 1- - ­­ L . ! 11 I ALTERNATE WOW ANC I I I- I' W.,,. - a) CONCRETE IICOUIVRID , � / LOCATION (SEE SCHEDULE ON ,� ,-- _1� L 114 - 11) WOOD ANCHORS - - , I I (SEE SCHEDULE : IS _41 WSTING POURED WOOD HEADER_ � ; I ARCHITECT PRIOR TO SHUTTER � �. -­ __ - ..- __ S.- III 'mm-of . � CSEr I I WOOD ANCHORS I ,�', i K�j� 02 REGUIRED I - INSTALLATION. , ,1,1,�, ,i:� �, , '.I 1/4* SHEET 1 1) a ; t , i - . r � � , - - (SEE SCHERL't-C ON (SEE SCHEDULE ON . __ - - To, 5cle), OR ____ __t�__; � I - it wm_ , : � , Q 1151jil!1pollig -- � . , � :, r � L I -ED-Ell- - "M' OR I= � - 'a' m9D SPACER ; SHEET I 1) S,fm I 1) L�J ,�. - I il - ----ffJRMW L' 1/. - =_= , 1� "?/V: SA . �� kf PUT, , - __ _�� - i ' - - a! .� , ., -2 - . I I ol� - , � ' ' 1. �� - ' - -i f f .1 . ; - I S; - 1 � �T, OM , � ,. , , " . � W/ - __ , I L I , � L I LENGTH Mm. to I m I 1/2 . �': . I I I I I � 1/4 1 11 3 14 17- , 1�2- I - � 1/4' 1 ,4m 0, :::: 3 /2'; , � - � I I � , - I W C L - , � - - [ I--, I I I �A r I , � "I I ___ -1. .tAULM - - I I . I - "', I PCOUl - � I , L MA.1f. ;._�,,�,A 'TN' 4, 4 � I ED f I- -, I 'le _ _____ I I CONCRETE ANCHORS - -_ - - " 0 'a 1/2' O� IN, I WOOD , � I L I r , EI - - I f , I I i I (SEE SCHEDULE ON 'Ir 1. - - .- - - , I � I RED I ­ , I I I - ___�: - WOW HEADEIIR -.-.- - , Ill, I ___=f_ I � EQUI � I � � --I - - - __ ____ I 10 I , , t , I .L. . � I I , I U) i SHEETS I; THROUGH 10) . L� ,-a 4.11_�1-1,1`1� i � � � I ­- i I I � ,I � HIP. I I I I � I � I R ­ � vwwm PP � , , : . , I I �! i - Cl) ED ; Ex - I . � ,­ , i� - I -IL, , , � , (g) -� -,� _11__� I I � V, - I : - . I ,­,,,,�� I __ __ I I I I - � 'ir 8 I/.- 0� E.b. r_ V - I i a , I � -+--a - :, AT " "" - , " `,` *L' - F­_ ! I 1, . I � � 0 , � I I � - PANEL &LI I 1. I L I - ­­1_1____ _l =iq WOOD ANCHORS , '. ,, f ; I I ��P`-"�-� ,-,4�,�,-- ,,,,,,,,�,�,, -K 1 % CSm ENCTH I �,, � � -'L' � '� Y � . , k7 11 � SCHEDULE t I 1-Nuu I � i i ; I _ -"I' MAX. LONG ALUMINUM SPACERS 0 12 1/2* � ON --- _ . W. 11 If, I e� 0,�, ,�,L,,,- ,,"d �L,ma,,,,��,' � � � L I I I I (,SEE SCHEDULE I'- -, r : I � - fl, � I CC. (SEE TABLE #1 ON SHM JIL) It ,f I - I I � �� _____­ __ � I I __� I . CIO ..'r I. I � . _1 - - __ � L � L , t I 1 ! � SHEET I � I L �!' v" j I _Wl All' � " ­­�� ., 4 I _01 � M411 ; 1, mi,,- � _431 I SEE NOTE " BELOW FOR UNITTATIONS FOR .. I .1 I . V� I 1/2, LONG SLavim. � ! t i FOR "' ; I 11 � I, � -Mll TO - , __ � ON N 5 i - ChfGTH , i � �I� � ; 1. " � I . & SPA I EPARATION t 'u, MAX- I MAX, - � �� �, �, �FIPAPA I � (1) L "Ar- I ; A 11 . - (f) ..-'DU> � ��, 41 - � : [ cl; :3 > ''I � � II�� � -A tl= Ef � ; -, 4 , 41"=11, - I ON SHEETS f.- � TO GLASS t PANEL LENGTH I (SEE SCL - 11� � I I EGOSL I 4 9 , - _ - -1 - - AT . md.o I 1, � i S1,Y`=_ - i ' SI: ! PAWL HED � I I I C 1 ,/.T­2­' � U I - I ON TO CLASS I I � . � , PANEL MATE MWILLE 0 00 PANEL MATE � To GLASSf. I I I - I M-11=111 I (SEE SCHEDULE ON - 1 ;M�o I ON Slur 3) OF SOHIM I ON SHEET U3')F . I ON SHEET 3) " I . � L. 11 - � - I " 0 " Ho J9 1, I L ­1 I : r ,,sa SCHEDULE ON SHEET .I) - I L_ 9 I (SFE: SCWvuUE I (SEE SCHLOULS I V h I I/ � SHEET 11�1 i . , Mo.. I V-��' SPACER ON %film 3) 1 - , - _____ _L_ ,. is.n.&A I I NIP. SEPARIRION A � � i 11 Ik I I - ,�� L I [ (SEE SCHEDULE ON SHEET IV) ,/ MAX � .� � :,`­ �- '. � I LAA - - L I sn .0 PAWL LINGTH I " ' _ ____ __ _ . ..�L N SEE SCHEO LL 1;, Not r-r) � I I LoWl", D'E" 7_01 %7 MAX. ' ­ - -7 1 �I I 11 (SEEL SCHEDULE 0_ ­­ U I I EDULE � � - 1 PANEL LENGTH A V W Pat Wou Ml.� i It i ON SHEET .3) 1. - --- - _� 2 KA' WOOD --- - I L 1 j - - - - - __ ULE ,�, __ __ LOOrN 00 t-l") am SHEET 3) PARATION I i Do GLASS -- 4 `T`OPA�mur 11� E111=r_11 - 0 - - � I L-11 I __ - - _- - - 1 �2 I' L � t I ""j i i - � ; - � PLUS ' 0 l t . *1, m­ I - ., - -It __ __ ", 4 wne"MIL I . ,/MiCo , I U,',- � � j � I I - - - SHEET 1) A,. L I -- ! - f __ ==*Y-d� PANEL LENGTH . , I 10 � I (SEE SCH I I =Oml) EXISTING I ON SHEET 3) __ I 11 (SEE SCKED O_ N , =19 =911 I I - - ____ I (SEE SCHQ)UEE - : PIATE REQUIRED I I I � -I -10 CLASS- , I ­_ - ,� --- , - , --- GLASS� I L - ­11-r- ­ __ - -L - . - ON SHEET 3) 1 . ( SE I _� I _� I --I I EX`SE`N ­4 . L _' I 1 - ,��, .- lia, _­ -- L- Q � DI f-- ---L---'- ___ -1 --I I �­4___ - -.---. I I (­­ -- ­- - - --- ­ I I r ON SHEET 3) 1 , , SEE SCHEDULE I _,", - 7 ___ I . T, I I I f I DIRE91 MQUE - I I *1 - - ­___ - - __ � - --- - ­AY� , -,--- - - 1. i < N ON SHEET 3) 50% 1 �_, I I 0 - U) I OF ILI - �J;�-��-,-,_­ (s, OF—L, _rr"� ! t - _VI______ _1_1 * I ALURNATIVE 2W' . I ___r r . I i ; : — 501; 1 - -"l �--_'-,-��,,,�,, ,,� i :�L 1 �_,T�n�,��,,��7"�, 1 1 . I 11 SCALE 3/8.,- J) � I *L' i i MAY �,_ 11, I - ',;'F � I T I IT) � - _1� I I It (D `M". - - _ , I .1 (i) 1- - - t � , ,'�;'�L I I _ �__.,,;�,,�_ � 1 1. it SEE, TABLE 11 ON SHEET 11 FOR WAX, PANEL LENGTHS & of v I 1@5 , I � ' - _ -q,= i j OF 'L* I I 11 I— 0 12 1/2' D.C. MAX, A-S.0 DIES)CA LOADS FOR THiS INSTALLATION, - � , 0 , r 501%; 1 1 - I .. ; 10 - I - . I ED �,--�-_'�,'_,' i - __ . -3 I I I r /i I 0 12 1/2* OIL- � w"',��--�-. _____1 __ , , F - I .1 i�il - a) 0 � ',­�', . " MAX . I I or %, i -a � ,� 1 ITC- - i - I MIAtt t_ ! I - 0 12 1/2- O.C, - r - - . - - - - ____ I - � -�-, ,-- I - I - I ", � ".", -- - _. , , I � I L _ 1 0 I � .1 I - I I - � � - I L� _=�__ �,17 1 E6 I . I I I ­­­ I f .. �111". , , I ;-4----, 1 1 1 1 � I "Ll, ,,, -- I . t , - . =3 ". , i r -,t I i 1/2' � 1- n I - - I I `:r" I'll, FINI. I - I -ill, . __�j I'll I 1, - -_ 11 � . I " �., ': ` ��� i . - a I I �­ '_____L_____________________ A, I _-I � :�, " -� , " , �� - !j i I I I At1CtVED I , 11 I- � , ­.­_ k ', L I CC - -0 _L �', " , - I � , I ; I , I I � � L - , 1. - _ L_ 11 _AwtmGq80:t WOW ANCHORS ** Nm � (f4i " ,_ �� � , - '?? - - � , � ,,�,: ,". I,- 1�� - ___ % I � - , I W/ -11 I—— _-, . L I 0 � � � � � " � . I _., , ", - EDGE OF WALL - ___ SiW11" 9 THR ,4�,`.� SHEETS . NUM - R� I , . , - � I-, --- - - ' �' j --- "' L - ­ ­ I - - - "i"Lo.- IkL-- CoMckciE ANCHORS ", ,,� , :;,� A, CONCRETE ANCHORS " -::- I - I � , 2 1/2- O.0 NO [* 1 20 1, - , �� � I "r-_.,-, -1 A, - .. - - ­ - - -- ' I - __ -T Flii&- I/ C . - E:XISTING POURED , (SEE SC-ULU DIV I ,�,',� _E SCHEDULE ON -_ " " I I ED I � �, WON , 0) ;� IS' 9 THROUGH 10� ­"��,' ' � t/8- I. G I L CONCRETE �� q _ ON MAX ALUM , I I --- I I STAGGERED MO ; _ __._1 __ _._ -0 . (AILT. CONDMON) , , ,_, - �,S) SPACERS 0 L='AO.C. VALID FOR SO I - t � I I I i 1, _ , �'j C9, 2 11 �� (SEE SC r �� - ' I � � , HEDU D I --- L, .1 ­-­- ,- ­� - ' PEATI�. _ L L � L_ ­� ­761P CONCRETE BLOCK ­11 : L � I i I -1 ­­ . - � 1 . - I'll - 1� __ __ , � I � I SHEET I I) 14 I SPACER VIA MAY BE I t1r LONG O'. i --' IECK REWIRED MCOURKWO00 � , , REOURL " , , "" � I __.�� , , : 1 2 .4' � 11 11 ,, 111'� , __ ' �_ ALL DESIGN NO PA14EL ______, , , �� _­­­ X6, WOOD ', . (1) "SIALLAXION Is uw= ill A ONE gtm SUMMINIA *rfm W-0, - ,,,,,t . I I - 11.1-1 L-,.-- __ L ,_, , OR CONCRETE BLOCK LENGTHS PER SHEET 1 2'V-* WOOD ., I I I I I �j *C=.;, L MO[ WIN PRIDE NO" rise 95 A ROMICTION FROM ANY WOOD ANCHORS - _____1 _ !, EXISTING POURED CONCRETE EXISTING POURED CONCRETE � � I � , ��! - - L (T ANCHO S "_ I � GONDRETE ANCHGPS� If , I I _(�) i I ____ __1_'_,_ I , EQUIRED. -- I - � 1 iwtw4o ~ VIMM$MY m"Topo " RHOT 11), I I -1 I , 5CWDUL�E ON 4;�, I, wy, LONG ALUMINUM SPACERS 9 , , /A. .� � 1; D� - . `1 I RECOPIED I - - 0 C. (SEE TABLE #1 ON PLATE REOUBViff , I :: =D (W- SCHEDULE - ­­ __ , I �, : � � SHEET I 1) 0- ­­ � I . I � EVnHORS ST.. I , I : 1 � 21x-1 moo ,­,____­­ _ � � � SHEETS 9 i-r. 10 ,_ � .. - - � , _,':; _; 1. ! SHm. 11) ­_ 11-1-- 'I ; � 1, � krm, REQUIRED � P) 'Ahmt,Hors; , wm 1! 1 ;1m4:w = =UvE qxALE 'D OR I MAX x T eo : , 1, � � I - li� 41) wile"D smilAmm comomoRt ME I - � I - --- - (THIS N A RESTRIGIVICe FROM III t/V' OZ, VACW' �/�Oh � : I � I � *ft I I a I I - '.r , _,,-_ �� 0 a) I ' 'I � Wr I K Recticet To 1/4' AS i I I : (SEE SC EW�r of' Low AS OR: ' � 11 , , 21 1 � (SEE SCHEDULE ON I - - - E­ -', 12 Tp EVE W �_. stomser" To %m woRwroo 1 , � I I at, "" � CU ­_ - - I - 11 SNEErs 9 & to') I , , - � - �� m ,�, I � � - , � I 1 , SHEET I i I SHEET of- � 1 ----2' Mln.--- - - I-- I - LL CEILING AN UI MOUNTING WALL MOUNTING /QIREEM WaPACER5 M Q9 I I i : -1 � , 1, (13 WNWAIM Aw a" PRESSURE 1 (3) Aix 14 ore PARIS. U-it" 5 umm TO W AT ANY offma i U) I . 2,p =I' tic - __ ­: L- " - L. I � 1: � . ; i Athrile 15 .ft. -45 G.f, i " IS A fterwCom" FKU LAINU Won. Loces; ALLom ON t I ,C Rff� TION 5 _ - ­ ­1 I oaft.tw gaRm PANEL L�0�t .0 ! SCHEDULE, SHEET I I), ­ I mm ww SCALE 3/8-,- SCAE 3/8- 1 - I ; - RUNT i i I WING BUILD -OUT MOUNTINQ L. m . 'TV � I causfi_" EWQR mou (1) slow AW"m 0WALLArro, Is my i 2w 1 (11 I I1W 1.044 SPACER COMACKENT IRA SIOU BE AS INOWAIM 0. I i ALMMMIYE R ALTIRNAIM M WALL MOUNTING SWET 2- INSTAUVAr" I f/r UM VOCER VIA ITS ONLY I I L we AN mmm WOOD FRAW WQJ_ i SCALE 3/0-1- i VALID I'm West MOS01. 2 AM 3 AS DEFERRED OY ASIM SCALE 3/BO I' SCALE 3"EV_-,- i ALTEHMME 1 1 1 ,_IWO SONVARIC ANO THE VOKI E?Lh EIVITIOW) OF THE FLOARIA : I I wo"HWINN", " Go � SCALE 3/8-1- 1 H) INSTALIABO. �" MY FOR WIND i PAW)AG Cox , ,tf,,�tR A. TQ)N, I ZPNES 1, 2 & � PER ASIM E 1 'mNHHq 1 i I I rt � /,, ,-,. "'H1111110"', ! ,296� I I "'k, I ! -A .1 ....... *` LU ?� A L_______l !��:_ - - - ------, 10� .11. ,,\CENs,"- �0, I", �x ...:.T!QN, � I �t .. . - -S '�r ' - \r . %xmt - .,' '� = 1�_ * `�,EN,T '- �,� , 'EA, .. f NO. 44167 S - - -40' � -!�' j� NOTES: 's --�-- FLORIDA BUILDING CODE (Non High Velocity HUT loans Zone) - � i� FLORIDA BUILDING CODE (Non High Veloclq Hurricone Zan*) z - _._ JIr .-' .. i: .. = FLJDRlOA BUILDING CODE �Xon H�h VolocIty HE, tons Zone) � . 0 .1 __ __ A_S�D = ? -` a.44167 -. S o2c,", T."Ece. - r.' I . INSTALLATION ARE ONLY VALID FOR VAX, ALS,D. : ------- ' I 1, 11,15TALLATION ARE ONLY VALID FOR MAX. - ; .*_ 1p_ - '� 02m Vl-=*, w F.F. CTHS �- -:$ . Ic otlIV. Purco, AK, < . - N��: 1 24 GAGE GALVANIZED STEEL STORM PANEL Ow- 3, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �`� BRAIN Vw� I 24 GAGE GALVANIZED STEEL STORM PANEL a, ff 0.44 ., = BE DESIGN PRESSURE RATING (p-.f) AND PANEL LEN 24 GAGE GALVANIZED SM STORM PANEL - _____ 2 : Det"I'll DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = * . 167 TOP ir BOTTOM MOUNTINGS CAN . � I = , STATE OF :' Z E.D. - EDGE DISTANCE t[=_E0_ . - * . * .., * 1 __ I . 07A7/Now TOP & BOTTOM MOUAII�NGS CAN BE As PER SCHEDULES ON SHEET 3 �EXCEPT FOR = ,I III, . !� oe:.- A ..��f '�­ z - . - - ­��7, - A - . or/r/low I SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �� ­:V', STATE 01��,_ - Z 11LIECOlf.c. GLOBAL PROTECTION PRODUCTS, L . COMBINED IN ANY WAY TO LIT LTERNATE 2W') S, _:$% ST If OR;--- I !/ C� - GLOBAL PROTECTION PRODUCTS, =. OIR: — MEMBERS to BE SOUTHERN INE No 2, W1 SPECIFIC I I C�,_­. _,__�� I/ 11LIECIDimic I SHEETS COMBINED IN ANY WA:,( TO SUIT ANY 1�00,.- 'zono, - __ OA, . .Low Ss 51 STTEW INSTALLATION. S , �.,.,�t A800 5..� 51 STREET - ANVOILk a stew , ;3� V=R10 CQ-A$­ ANY A % � AM DENSIT", OF D.56 OR EOLAL I ',',',UlVAL ... OAAL 0 z ( , LC S 41___=��.. j \ x- _ �n I _ m Is *` 04 "100H. ( RS7 * 0 1 Amw_� ")*&;-7�0. FAX, 20-175 9 & 10) 11 .�i�W,�! �� — --- 1. ORID .- , ,Z� _"`iVwr As - - -1 14V6dS­ffTVT 20-175 ,,, 0 - 7 UNIT ­m �&- 054)XkMAE1 3rA�T`VW!A)&MV­e797 1 2, FOR NEV WOOD FRAME CONSTRUCTION: WOOD ­­­�O�;, p PHOMIL UlMidefli-T-1 A. AS CtI.O.-AnO I I INSTALLATION, I - - EMOERS TO BE SOUTHERN PJNE No 2, W1 SPECIFIC , I N A ,I .. - �� - P.Klf Zp_ ­ - vNewee, . I - -:-.2-2- I Ps DIR"INVIC I.� I- C�WIR ­t - I - f-:. I - I A., -.I �.i im � rfittIoinak*X,VWMUW/VAIS WAL11ok Alm ". PS. - DENSITY OF 0.55 OR ECIUAL. CA-000,5719 I C-COM710 I 'm M - .I - I - . AA 11. IAuwAAI . I I ­"i,,#flHMedw-i..v.YE, PE w1Ak/VRQfAAP`RE/b.TI5 WALTER A. W.UT - ,o I [ � -+- ZROT I 01 M __ __ ____ - - - __.________ ------ Sjmm-a.L_4UU_ ------ -1 ��"____N_ _____n2w_4 if "C '1-1:5-1 - ff Ll � ��� : � � � � . I I WALT" X Tuff Z., j" PL L _+4 1 �--�, - =.- I - I------ __ - am 1,S4 I J!, I I _j . I ___j I � 0- I SHEET NO. SH 1- . ___ -,--,--I F_ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, I OOD STRUCTUR - V LID OR REQULAR. UFE I I , -1 ­-1. ­ ikp , -1 1. I I I - , x ,-,\ " - - I , i (�) OR - %= =;Ibo, �� 'A I \ - � , =1 �k _�,_` i, I .114 I .0 1(9 & 6 2-,e WOOD FRAIME . w(ARRED , I 4 I _ _2 i/2 � ` . 3* . o9j, 3103 H-1. OR 1. . - _' A " i0h],�TS ALLOI COW ALM ,� - - �, " , ANGLE WM 1/4*0 , 1 3/4" �� ". I 3/4" , I I 1APCON 0 12* Q,C " ` . POURED CO&CRETT CONCRETE ., BLOCK OR 2"�A- WOOD AtWE IREQUIM A, - cf� I POLMED CQ�f I I I/ PA ... .1 I / - -I 2N4* WOOD um I" , -1 � .- � ,/A I -- I I A 1, . At 12, cc. �m / OR4 ­1 i I , e: :) - I I , - I A ;0 I / 1, � J, _117 1, cw,L� I � IW# � I 7 1AP`c4 AAXG11/Z N - � Ic / - 1. � I, 11 I . - : ., ",::::. __A�_1­111z��,�Z,1� I ;� �_ - . -, -.1 I I -�,! 2* 2' am: I - ,� .�! ___ _,� ­7= - to - i XTERNAIE LEG LOCATION �wiwo /4,,/ �, '/A- w �� I " , � �, , , _x/ 7, __/ , --- T ) I �, �', �� - , 0 12' Oz \_7 � VARIES ­� , . . � 2* 5' �'m . .... � - CRAID � - I I � ,� �� L �' 1 Ir Mo. w< L AT3 ALUM, ANGLE OR I I �f r . 4' 9 ' 4 I , . f "' fm_��_-T � I � I - IRAI_ - -4 jossis, 2,06- IDA METAL AWN, OEM vim FiATE ., POINTED CONCRETE. CONCRETE RLM OR 2*.4* WOOD PRAME: 1 Mo III. I �p- -1 2 112' _ _ I DO - TUSK LOT�.� CLE COI IS � , I T: I z , r! \�. I I - , / - � 2* _� j 11 , 1I ,- 1/z, \,� 1', - / 111OUIRED I - - - - - - - - - MD.. CAP _ I/.- A, aoq� x . r . .072' 0 12' oc, 310 "I- OR Wei-TS AU�01 w/aMACC11149 Al- ANGLE CASE Q (PLAN) iSCAU 1/41-1. 1 SCALE i/d�_I' SCALE 1/4'.1- SCALE 1/4--l- I IM 1�1" _ , MiW PAXEL I � � ( 11 - - ___ - _ , 9 � I '. - ; --- I , , 11 �, .... , � 1� 1_\ 11 =111MR- -�,-,�, , 'A."S It k 2'.' WOOD Mwr -,�,,�,Z r AK,,-, I ---­�,_,) -a 0 j9, a, T & (p . ��TRIWIAI , " I So 09 2N StM OF OPENING FRAME 4m`DQWv0wGtG I AS APPLICABLE SOLIO-SET OR �­l`N . PAND-wir - &W SEE I I SCHEDJU ON SHEETS 9, I � to o, ") )'I � op ) !!!! ** I CC.CRETE - FRAMIE REWIRED ,�; ,�� - _ I I- g x, -,�,'�i':-'!,"­, ,""'. .,� ,� � ,� L � , , � � "I 11 I I - � I. 4 t' - � __�11 AVOURED v�l- " I � ,; 11 , I 11 ­ S �� 11 -I �� I ;. -,-,,'A- ­,,"', I ,,, � 11 �_,� I v 1---a'(j) CR4 ,� H - " -tj , 'I/.- MD. I / - \ `�, " - � VARIES I B! *. i I \" ­� ,/ ­'T�- -,u%-.-m - e \_ , � I DEAN "RALLS. TO : i x - go� DISTANCE ! -7-1-j�17--/" *, Ipm � , 11 VER CU7 END PAM) (HE I __ "'c'-, "L , ,--\ - /—\,, , - �. ---- � L ------ J - _. / V. - —, v "011-111140"j" k TQ " �1:- , / \ , "I 1\ / / — e— .- Do ;= - . - N" �0�i� &; - ....... 41 1:-& SCALE 1/4'-I' - '�_ ...— , ��":kv,.** \CEN't".- !YI-il V VAI-0 FOR DIRECT MOUNT INSTALLATION ONLY & ,t'i .. r - z S CMITED PANEL 1145ALLATION AT WALLS Wj ., z : No. 44167 ` S = , ; SURFACE LEVEL VARIAITONIS WITfIJN 3/4- I = . = * = : * :,= . . - FLORIDA BUILDING CODE (Won High Velocity HO cone Zone) I . SCALE 1/4--l- CASE F (P SCALE i/4'.i* I.. I �., - -* "I ,..... AW, DX10 TILMOO, ,Nc. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. ORAN, 111, - ** , _. � 11 , - - - I . W/Y7�20IW I I L I E C 0 i m c. � GLOBAL PROTECTION PRODUCTS. I.I.C. BATE Z_ 1 1,/ "I ....... 12 - `7ULD TVITINQ�a �I - se- I 'aa) M N StRw WW. I 33a1Aq.Beo_BTV7 -175 20 -_ _____ � 11 � PE SEAL/SGINKT)l — ven.!_ — - wklv�7111=11111_ I�E a* FUDINDA U 4 4007 1 F� (� )Aam­7t,A5, FKA — — �w. H� � � a ill .1 I I --- I MAXIMUM A.S.D. DESIGN PRESSURE RKINO Uadtl) AND CORREra 1209 MAXIMUM AN008 5FACIN-G STORM PANEL a) INSIALLAOTIONS INTO WQQE) RUCTURES (VAUD ONLY FOR PANEL (DWSTALLAnONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) "If. A,SO_ P DESIGN REMRE RATING (P-0 MMMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 I APPLIC ,,,, T�AEILE ,,,,,, It ANY OF NATION THEM I MAXIMUM PANEL. LENGII v , :NJ TAPCON LAS SCREW PANELMATE FEMALE TO PANELMATE PLUS wwo BUSHING 13, ly 13� 13- 13, 1W (TOP) , 13- __ IY - - 13- __ ' 13� 13- IW (BOTTOM) 6 1/2- - 6 112- - 6 1/2- ___ 6 1/2' 1/2' 2W (TOP) - � 5 1/4- �- - 12 1/2" _ _6 E Ile 21r I 5­0 1-1- - __ 8* li;�______ ­ ______-_____ _ a. _ ___ '. ____ _ _ __ . __ 6 __ __ - - �) �( iW OR . 8� ___ ----,.,- ___ ____ -a,--- ___ - i� �i IV ____­­_1__ 13* ____ 13, - - _13;___ -_ - - i-V 1) +45, -45 OR LESS ______ 1-11 ___T_____!� 13, - .- ,3. _______ 13, 13, 4W (9101TOM) L3� .3: 3 Ir IN TwW) ___L.3� _ _ 13* ___L _____!__�_____j32_____LL_ 13' I3,__ 13' 61 To, (BOTTOM) __ - 6 1/2- __ 6 112- 6 1/2- __ 6 Ili: __ 6 I 2" ZW (TOP) __ - 4 11�2 __ -,----- A- 6 I /A. ___ _____ 5 1/7.^ 2 /I' L___ ���__ �� 8 1/2- - 0 Ile __ - 2W (Bm .) iw_Fo�)­ ____ >5­0- I,!-"'. _­_7 , -,- - - 4 I/2' Ir ­_ 4 __L IS I/If, -1 A, ,,/,. - -.." -- 9 lIr r ------ __ 12, ,- __ �7 ___ ___ ,2. ____ - ___ A. � 3W (BOTTOM) " (TOP) "" '�� -, 31 TF_ - __ -13; ---i -1/2' _f4j_j( - ISEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHM SPACER 0 IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 I MAX. A,S.Q. _____ MAXWUM ANCHOIRS SPACING FOR F-0. . AS SHOWN ON SWEM 6 & 7 APPLICABLE MAXIMUM DESIGN PRESSURE ,,sI PANEL LENGTH I - RATING TAMN LAG SCREW PANELMATE FEMALE H) PANELMATV PLUS WOOD BUSHING # & ANY COMBINATION .L. (P.B.I.) I OF THEM (w) *1 Ir 13, 13- - -- 1 I-;- He rw) ly 13, 13" __ __t]37�_ a- __ Ito (BOTTOM) a 1/2' 6 1/2- d 1/2' 6 112- - Is i/Z' (lop) - ___ - - ____ - , _____ -7-1/4- __ - __ ___ _121/�: �t: - z, jto� 5 .-O __ __ _11 ______ -12 ____ - _� 3W (TOP) OR LESS 7' 7 1/2" __ - - __ ____ _._._B7___________ai_.___ B* ____ __ ��_ _-2-Y�i_ i3, ___!i._._ -_ I a, ____ -ii _ -_ 13' - _ __ 3 ____-____ _3L 4" (W) >+45. -45 - Ir ir - __ ly ___L_�_ ". ___L _ ir _ 4W (BOTTOM) I to +75 -75 13' - I - ___ j-o:--- 1tLop-) ---L3:-- Ir __ 13, ___13, - 12r ____!a7� -------- is" 1 ,/4� Hss (BOTTOM) _ __ i vx� __ __ 6 I/F __ __ 6 In . -.---- 6 1/2- - 6 112" 2W (TOP) I-- - - _­ - _.____­ 1/4. ___ 12 1/2- 6 Ile 21W (807f,* �5* - -.-- 4 1/,. ___ ' ___ ___ -i-7/7 ­_ � --- -.-- I /,. - ­R- ­-­B- -,--,- 7 IIV ­_ __ -"--.--- - ,---,-,-,-- _ _ " 'lop 7 � OT` _ ,�� F_ _ ( .�, L) Ir -'--"--7 12- - ----- .3; ---- _T - _­ 3� __ — 5 17F _ _ Ato L ­_.,_�__ --;T-,-- - ___1,3_,_, ___ ­ 1-3, ___ ___ w _ 7 (Bo "� .W!_�F ISEE TAME #1 FOR LOX� &S.D. DESIGN LOADS & MO. PANEL LENGTHS *fEN SPACM 0 IS * USED, CORRESPIONCITNIS ONLY TO ALTERNATE 2V ON SHEET 6 1 JAM #I A I A.S.D. DESIGN LOAD MA)aWM PANEL LENGTH 40 PSF OR LESS W-8, > 40 PSF TO 50 PSF 1'-2- I > 50 PSF TO 60 PSF - 5*- 1 CA I A MAX. PANEL LENGTHS ARE ONLY VALID FOR INISTALLAFIONS W/ PANEL MATE @f�,E ID OR PANEL MATE PLUS ANCII 9 ��PY_A*,!�MAQ_ 1/2* O-C� I---- INSTALLATION DEJAIIDS FOR LIFE SAFM, PANEL (I-) — _____� INTO PQULRED CONCREJE OR CONCRETE BLOCK STRUCTURE5 1 1/4'0 TAPC N . EXISTING POURED ,leo Tx"_____ - I POURED ANCHOR a 2,6.c� —CONCRETE OR ANCHOR 0 9 or, I m 0 / 'q�,� CONCRETE BU)CX ,, -A,,,,, CONCRETE BLOCK ... ... f REWIRED, ��,,,_� REOUIREO. , 1, ___._ ,_.��', ..1.1 �� I , ��� ... � ,1 I , � �1, , � ......... � � I 42) ;S , - : 4) ­� - _ , _. - I'll, cl I V- , ". , ,., A f __ 1. ,/2 . . " , 1/2' . �__ I 11 " ,,, P.., . I/e �:�' - ., _: .'_�',­ � v ?;., MAX, I , I - -_ , - ..- - I I - ��' � i _ _ , � 'A --,,., 1 15: - 6,1 I I-D- I ­­ 1 1 E D,* -I- i r I I I i I `:, , ��:: I'll, 1, 1� ; �1�111_11­:­,� �� i�l : � N I I I , I I . i ­1 C1 ) ; - -01 I I i I #_-_S�WARAT�Q*- I I 11 Is TO GLASS -1 's. ,;j__ 1/"A­P`t"_ - I 8� ,-, ­ �,�­Akl I - - I "ITS"G11, 4' ,� - wfvot� I , �, ,A, . cLIP .L.- 1� 1%, -46 ��*.�Zft If � 0 k, [ i . - V-0) CKETINJ eV L� I I 0 � GLASS� 0 1 1 1 T a 1� I *V V... " *L* MAX. I 01 Iq I I IT - I PANEL LENGTH R11 - - ! � IL___ ____ - I _7 I ; 6' lPANEL LE149114 SEE � -- - -i- (m ELEVATION a - ELEVATION I IF - - - I 19 1 I I ON SHEET 12) 4 I* AsP,, i ON SHIXT 12) ; ­_ I. T__ . .1 IT-­501AAAM, �] 9- ____ 0 TO GLASS : .- ­ -.-- --L- 0 9­ , ­ ---I-- . I 1� I - . I I " , � ___, - I I , -��`,-�_ - - . I -, -:" __* :� " , , .� I . . . . . , -, 1. ... . "", ­� - - - - - - - , I'll, ;��, I 1 � -(j) Ln "-`,,-,---�,��.r, � ,,'.- : - I �,.�, �.-. , . 3,__.�� .� .- � �11 �, - i _4 ", i , 1. I __ I � - - ", �.- � � _T1 I I 1, '1� , 0_ - : - . �,� - , � ; I 6. 1 E . . . . . . . . . . �; :�-,�, , : I I EXERM . W4�� 1 � I ".., � 1 1 ==,Ap , " ;9--', I i � @ I CONCRETE - ­ , - CONCRETE aaa...'xl � - ,,, .'� C� CONCRI'M �% _- ___ 1 I t fD 12 Nr .0 '3LOC` t REQVRIED, t , , , REQUIRED, �4.�:� ,,;;-- I 0 ,.I I - ­ - -1 0_ V�f ! f s I � <00" .- - � -, - I­___­_1 'a, �!L_T_ � .1--_ � = , I '11 , ;�`.�- I , - �<�,�, ... �, 3�"" , , 114'. PANELMATE P! ""', 4.1 `_-_�_1� LV5 , 1/4-0 PANELVAIE ;t�A - ANCHOR 0 12 1/2- D. C: 0 Imma ANCHOR (BEYOND) la UW%MEL I WAU MOUNTJNQS SrE SHEETS, 15 * 16 FOR ANCHORS rfP& * SRAGNG FOR SCALE 3/8�1* INSTALLATIONS WD WOW FRAME mug" MININUM ANCHOR SPAM" AKO MMMW DONE DISTANCE ARE INDICATED ON THIS SCHEOULL 'DR ED. LM THM WMAtED ON SCHEDOLE RMXE ANCHOR SPACINIC By "DIPLYING S'AaNG SHOWN ON SCELE V THE FOLLOWING FACTOR` FOR THIS OPMTM -40 BE POSSIBLE, PEDLIED SPACING OBTAINED USING FACTOR S44L NOT BE LESS THAN �W SPACANG INIACATLD FOR EACH ANI'KIR TYPE CA THS SCHEDULE ""106 INNIN,40 mic�w It ""� K. rit4^, rive __Y�L,__ 1/4. , , &�; ......... . . --tirl f-*�--'*� '--'I�i' I . \CEIQ� -- ' � �� momfoom. AmIcHow voc" pAj 3 z .* A A I C7 I, S_ FLORIDA BUILDING CODE �Nosn High Velocity Hu -cone Zono)j 2-A z : IS .AANoAN`_ [.-!!� Do,) , 4: ; 1 7,_ = , - Dona TUTEP., M. T.p_ - - _'d - * -*z 24 GAGE GALVANIZED STEEL MAHP, "I 1 aAAA DLI � = . . STORM PANEL O.� = I ' - DRAMA, a, I S � . - STATE OF— .-cl, 9 __ ACIUAL ME - WA) FACIOR - 1�1, ... 0 ' � - � - - _' " j r, - \ GLOBAL PROTECTION PRODUCTS, ". """l" ,,, _� I - - Isel ____ - I -��S.. ,W- IL ECO.m., ' - .____ I I ____ __.tT_t ;�� I '. ,�?.�O ,�,�77��7�� ZTT +am s1w, 34 SIRM 2 Z�,P,'C� F,w, ./r ,> TALUT TEs;TT%A; a Almormarrim" cou - I . .11, .1 � __PIlw___._ ­ I i,_.4ii5­­ ,,, �ju - - No, ", . - - - D, . A, DAW� I =lA 20-175 __ - NA', � '/ , � ONA1.711 -- I r ------- 1. _ ____ - - I, __ - - - ", toN, NANOOB,Ao , - - -mv- P.0fe,, (ASAXONI NAT Ds!.XfAsf-57V 3 IIV - - CA-00016719 1i oALTIOR A, TO.UT ,I,� f`,L 1,22mj!n " . pt wAlwaAAmfw,vAT.r 22!& U, 4 ­67 1 _�� "Re"m H** - ____ _. __ ___ ___ __-L�� " A - I � 1119100M -Rmi-R,4�iT�lliff-ILVAII-.,Loi)"W't.4wlu-twt;tftll�I IWIV1417M�-w—"M � Mr- W jQ0fi FOR SEQUIAR STOR PANEL I INSTALLATIOSS INTO MMUE A CONCREIE B=K 31RUCT-URES JVAU1G ONLY FOR PANELO INSTALLATIONS AS PER SFCTIONS 1 THRU 6, ON SHEETS 4 a 5) MAX. A.S.D. DESIGN PRESSURE RATING -') MAXOAJM ANCHORS SPACING FOR WIN E.O. PM SCHEDULE BELOW T APPLICABLE "' - IF ""I" PANEL LENGTH v (ft.) - MAX, ".0. DESIGN PRESSURE RATING (P.,Q MAX" ANCHORS SPACING FOR WIN ED. PER SCHEDULE BELOW * - - APPLICABLE To SECTON' & - OF In " i VAMOM PARIEf. LVV17H %� 00 - _IAPCON SOUD-SET PANELMATIE FEMALE iD PANELMATIE PLUS ZAMAC_NAUN .L.-IN TARCON SOUP -SET PANELVATE FEMALE ID I PANEILMAIIE PLUS 7.AMAC-NAJUN CAU(-IN � TO .aE. TO = .Io - CONN. 1.0 - .m i `G ME oo&,i.s� = CON OF THEM mgm 1k: To . --- To W&M casm Woo, . 0QNsAETEj118L1g'103NO?ETE I TO TO to R__ TO To RAbo, _�, � 13�_ 1 y 13* 13� 13* ly 13' I A. I �� I (100) 13, 13' 13* 13' I.,. . �y - Ar :FF3 3' 1 r 13^ 13^ 11 1/2' 1 (TOP) --I P 13 13. ---�F- —14- - - -1 3-�7- - 1 J�. ,3. � IY 1 13* 1 (BOTTOM 3� 3. ___ 13� ,yl 1 ±� 13*_ - r.:",.. - -_ 13' - '31 ___1_F_ lzr - 11 1/2" I, (BoTrismy . __�F -II .1 13, Il, 13, 13' la, 1 Ir , Ir __L3�_ -L3: __ 4 -,-a; - �- -0zw)­- - --L - 13* __�,_ 13� - 13, - 13, 13 I - . 13r ­F ­__�r__ 0* -1:r - 11 1/2' -1t/2, 2 (top) -(90MM) +4k -45 OR LESS 51-8- OR LESS 4 +45, -4 0 + TO K -65 _ 51-V OR LESS I ly I 13- _�-F_ -_ i3; - -Ts- -1 - !_Le=_0M) 13' 13, I , sr ` 13* ur Is- 3; 1 2 --I- Ir 1��_ -Tr -T7"_-1r I� it I " - __lmE_.__ii�_ I� Ir 13, _i3�_ Ir- �.Cmt)__ lr--,, - . - __ � $- ­_­ a, - __ -, ly ­7sF, --,--. ,3. ___ - -_ --- - 3 -1/2- __­___ - - IF' " -1 i" - ___ 13, --- - _jj�­_jj� --..- . - - " '_ 1. -iF- - I_3_*__ __ 13, .____.,__ a I/e . � i/2-15 ­ __iF___W_­T�_/;F - - -, ____ !,3 � __ ­ ,3. ---.I---- 13 6 Ile Ir - 1/4- __ __ v I r - - Ir 1. _ -_ a 1/4, i3- - 6 1/4v, - - --,-,- , r ___1_11 13 2- __ 6 1/4, t3" -_ 12 1/2-12 —a- ___ '. ____ Ir I- -1 Ir 1. I-- - 13' 1 3-TIr' - - -"---,-,--- 'r - - 13* , T3* I - q� -_ - - O' ___ 1. Ir --,-..-" __ 13,_-, 13" - 1-1-1 � - 13" --- -1 . - . . . __1 - ____ - Ir _,___ � -,- I,w , 1_.,­3,_, � - - 13' 6 1 /*- __ . . ____­ a. - ___ t3, . ---,. __ t3- _ 1 y ___ 6 1/4,16 11 1/2' 6 Ile _.- 5; - - ___1 11 1/2' __ I , 1_ I/v I I t/2' __ 1/1"I's 3 (TOP) 3 juarw a (100) __�_ A Boriomi 5 CHIP) ____ ) . 5.TTCNT 6 (TOP) __ (Boml.) ____T_­_ I- i� - __ a � ___ - 6, - - -,--. __ IV �i_ - iF_ __ti�__ - IF, _w_­__ ----'- - � - �2_1172; _ . ��a _ . ___w 6." - I __ I Lj�_ 6 Ile i-2 ­T/F , -_ " _­ - .1. I - - I2F _T30 - l'i - - ___ -, I_Ls�' __ 6 Ile -i 71�� .___!__!I_ --- W __ r __iF, -, - - ___,L�'_ _13:__ - 13' - . __ - 6 I/e I/4-' ar ___ , - -.-, _1�_ _1�3:_ 5 Ile 1/2`112 I1r__ Ts- I 'j�- -"---- I _5 _T__,____­__­_­__--..­ r __�:n4_!___ __i3�4_11_ � , 13* _13 - _'­ - I - . - - ­- - - g� a- -,- ­ _­ - _­_ V - _1:v_ _� - --!A:-- __21_ 1 1� i__P�_ � --- - . - 6 1/4 . --' r ,-- 8' ----- !:�r - _23"_ L_!�� - 16 1/4'16 5 1/4- j "�'jj� ,---"-, - � ... _­­ ­!��, -1 -Is'-- i __L1_*_ 1/4' 3 (BOTTOM) Z -�F6p-j- __ 4 (WYITOM) ,- 6 :Fcq� I I - ----. 5­01somm) , CYCP) .6'-C 661i�;�;j .1L to t/2 - is- T, i3- t r 11, _!s , -i- I . 3 4 1/2 -Mc-ol- ------- 11 1_Ir 1. -A - 11' - -1 I- __�_j­ I- --iF_ 13" _! 1/2' 13' , 8 1/2- 9 ,/2�* 6 1/2* IZ- 5 1/2�11 (TOP) ,,_e TO 9,_e. _L _ _f_ 13" r __j�: __ 13' -1 1. -I]F_ _i­ 172- :� =;r, ! o It 1,12 f12 , 3" 91 I (SOTTOM) 73-- _T3�__ T P2 V - -13---,3. I3* - 1 ,3� � to, --- 8 'Ir Ir -_ 1=3 to' ____ 8 11/2' it' -_ _9 1/2--tIF i 8, �/F __F__ __ _F___ 13� 13, - - - - 6 Ile 5 t/2' I (BOTTOM) 2 (TOP) I 3 _-L-i-L 5' . _,__2____,_ ". 10 tp� _1� -71 __= 1 13' I _7�_ ,3" 9 1/2-19 �1 7 1/2 5 i/2 - 1/2 7 112 13. tY - A ,/2" 6 1/2' - 2 (TOP) 2 (BOTTOM) 13- 3L_ _L - 7 1/2 - F 7 1/2- 1 1/2� - .--- 3- ______ 13- 13- 12 '/'2"12 -W - Ir 13- 112' -v - I Ir 1 tY 6 I/e ,-7- . - -_ 'o- l0-__Ty__T0:__TI-_ 6 Ile - _.!� 'r 12 112�12 9-1 To- 1/2 I- ___±�_ ir _­__ -41/,2-' __ F___ :___ F_ IF- :E__j -3 1/2- __ 13- _�j_ _1�1/4� LL/4 6 1/2-1 __ 1 2' - 1 6 /2 _L_ 3- 2 (WITOAU __ 12K) 3 (MT.) _ 4 CICIP) - __Lr__11_r_ 13- r _1��_ 31- _i_3i__ �m Ir 9 Fli 10 1/21 7 1/2 I ­ 11 3* _16 11'r - ) if�_ - 12 1/2-17 "' __ ___!� 172_� I - 4 5 1/2' �T a LV� - r __ 5 1/4- �vr ___: _11- I 12 1/2-,15 1/4� -8=-T— -,!f:-- ___ --t - i - __ - 4 11VI, 3- 6 Ile - 6 1/2- — _1_1/4 __� 3- 3 (BOTTOM) 3 (BOTTOM) 4 (TOP) - - , 1 -- ,3, , __If: __ _13, - - 11 - _ . I 13 - '. - - 3, - 0 !_!_/,� ; 8 . I - - 5 1/2-1 - to 1/21 7 1/2* 'PI-Int, , 112* ,3" -- _ __ a- 4 (BUTT04) 5 (TOP) '. " - a" _. IF - . a - 5 1/2* - 7 1/2' - 4 (BOTTOM) _�_�. I-,' -_ , 1/2' 73- -,3;-" -, _;3�­ __IO` I y to' I ll, 8' 13' 15 1/2- 5 (lop) _11-Jis-41 ___ Ir __ 13, - ir a, ' " Ty - so' I It- J I Ir 5 (BOTTOM) I - -,-- � �,L ,�--_t=, _271-1-- - I �_ l' --2y- . , .; �_ To 1��..Lr_ �- - �, 1/0 - 0 1/2- .- / _F� - i_17_ 4. : -i� I 7- I - _177: � �.,T 14-1 7 I/ - I - i IXI - ­ ---I- IF 16 1/4' T %/2. ,� Ir e 1/4* 5 (BOTTOW) If (TOP) 6 (BossI � it __j __T7_1_______ __ , ", 1`2 8-as It ±/,= -L'-* � I-V - _� 13' 5 1 /2' 6 MR) , I - t�_ � . _.- _ Z--,.:- _J�_, ;_j_;_ - i IlF a I L - - - I 1 - 1 j7- __ ,/,��;O ,/4*15 mor�j __ - - -,-- - � ... . ... = OW I I TOR ANCHOXII TYPE & SPACING IM RASIOLLARORAS W-M *D* AII IMPLOAM - WNTWOM ANCHOR SPAMMUS ANO "MMM ME DISTANCE ARE INDMATEXT I* PRO =HaGuLr_ FOR ED, LESS TAMN ANWATEt ON SCHEDIRE REDUCE ANCHOR S�APNO By WAIll'IMM SPACINSSHOWN Oft SCHEDULE BY TK TOLLPIANG FACTDAS, POR THIS OPERATION 70 BE POSSIBLE, REDUCED SPA"44 DOINNEB OpIPINO FACTOR SqLL NOT BE LESS THAN MPAfKAA SPACING PUPATED toRZ FACII AN0100 ME ON THIS SCHETULE, ItIv. Ile. i/A*. 1/4'. I *. Ile. ANCHOR rf1oE .___ WOMM _­__ - lf� ­ �v ____ out; iwef_4awu. � _­ CALK� MINIMUM ASCHolt SPACIND � 3 3 1 2,12- 2 in M*NMMEM poecom o') - I � llr-. I DISTANCEfILD.1 -3, - , 'a- - ,t In 3 "T . I AMK ma mmwm (ED.) FACTOR I I __ ____l I/r __ � - - - � 0- , - - - -fl - _t_ - - - ___ I- - ___ - - _ __ _._ - ? qr __ - , � - - - Ile-, - - ailic; I - w,, - __ - ---- -- - 4� --0.6- - - " ,aa­ .- .. lAxi � __ - I I - -i.o. - - tDo -I- ­'m SPACINGS ONLY VAUD WHEN S tS USED. SEE FOR MAX, A.S.D. -1 W E &i 11. I- DESIGN LOADS SO MAX. PANEL WHEN SPACER - � ... WIS., IN" 0 a "O. DESIGNI LOAD I MAXIMUM P44EL UENOTH _ _ 40 PSF ORLESS 61-8. > 44) PSF TO 50 PSF 6'-2' L_!��� 5,-I O* . I A KAX. PANEL LV4THS ARE ONkY VAUD FOR INSTALLATIONS W1 SOLID SET ANCHOR& & W1 �q SPACER AT 12 1/2- O.C, ­ - - � I . I 1".. ___ .­ - ­ _11-ONOMORS (Sa SECTIONS 4: ALTURNKIM ON SHEETS 13, 1*. 15 &If$)----- -- - - -- --------- --- __ _� . I D. M., (1). � 3 � MAX, R- A/13, R-2A/13� R-SA/K R-iD/13. R-2B/13, R-30/14� 3' Mo. � r_N­ -1, "; +A-IAW/15� A-2AW/15, R-30/16. *R-iBW/15, R-20W/15, R-30100/16. I- w - , I __ - _____7 ­ - - _ ___ _-, 1­ ­ - ___11 __._______,_,_,___ __ , ___ ___,_____.____ -------------- --------.---- , - ___ __ -1 (�) .1 (�) 6 . 0 0 0 0 0 I �, 0 i I __ � , ­­ � ------'--- ___ ------T---- ­ ----I F---. I -- - ­1 --- 1 , ­ -- -------------- r- .7 - � ,- � - - I � ---r-- I � j � k ; � I il r I I I ___ — _­ ------- ­71 : � I � I � ; I i � � i � � � I � , I i I I I ; I I I I ; i � � I 1 � � ; i ��, i I 1 , 1 i � � � "' , I � !� i 4 1 j I I � I I . . .1 I f I . 1 i f � I � I � , I i�� I i i � � � i I � ! ! I I . I I �, � 1 1 1 : � I -, _i , ! � � ) I � I . � L/2 ___ __ ___ t- : I i I � � : � � 1 4-0-20.1- S.Sq W I I . � ; IT ; It* I I . j/ BOLT� ; I I _ � _� � I (USE FOR PANV_ LJENGIH i , ] ! L ! I : ! PAN MAX 1 � � � . I I EL LENGTH I OVER V-6� - � ;\ t I I I � 1 (j) � J . ; , I , : T I . I � REGULAR STORM PANEL i i I , REGULAR STORM PANEL i g'--8* 0 .41LO, -,490.0 P.1. . i � I r � . \ I � Z-111 I � . 9 � (w/ OvEstuts, MO PANEL L-ruaTm BIXT) i . 1 . , � L . - - ---- �__ � � -------- - - I ---- i__________ _____1 ,(� L46.- 1 1 ------------------ I I I I I . � 7 ; I LIFE SAFM STORM PANEL ; � - - 1 7'--G* 0 +50.0. -54.0 tp�f . r - ­ � I � - � � , ---� I : : I i I MID OVERLAP MO PANE LENGTH BUT) - � - - ­ - . I .1 - 1 9 9 - - . -t - / _ j - - - - - �' � I ; . I 1 9 - � - - . � I I � A , � � I � I . I r Vt7 . ,-, .. PANEL LENGTH � -0 ; -4 , 1, � � AT ALL MOUNPOCS ,�� - �_ 9 . , , � I -- I ; � I _�O­ 1 - , 1/4 -2011' 1 � _�e - - - t - - 4 T ------- I ------- 11 - - - 9 q F - I SjS, BOLTS I t r I , F �, - . I i I A Ek OVERV i _. � �- �' r z �> I � : I � . I I , � i � 9 � I I �'. - � - 11 : 1 1 . 9 " iILI— ­ - _­_­­ -, -- 9­ - - ­ ­ -.9--- ___ - - 11� - - " -_ __ -, - -",- ___ _z ____ - - � - _91 1 1 9 _­ - I 7 - . ...... -_ , , --- - I � � . � I-- � - --- 9.1 -1. - - - �, �­ -7 � 9 - -1 ___ 11- 11- .111. 1, ­ - I I 11 ,I �,�_ --I'--- I— ___ __ ­ ­1­1- 1� � I I I -, ­ ­ , L12 � ,rj . I I I I � , � , I I I I � � � t. � ,- � 1 � �,,6� � I I ­ ­11-­ t, - I ., ­ - I ­­� � - � L-� - I - ; - I � � I � � I � r �_�, � �'. j I I - - - __ � ___ �_I, � --- � ­­ � ­ - ­ - , _: - - I— _.__1 _19 � I � 1-1- - , !_ ­_ ­­ L I 9 �� , �___ " �, ..- __"� , 9 � ­ - - �__, � I . ­­ __ 91__---j" ­91-111--r 4 T' � -"-- ­ �­ - -1--j----­ -p, ' - ' " - - ------- - -,----- - __ - � 9 1 1 __ , � � ... ................ � . _. _. __ - ----- _ �,­___.41­ I_- _ 4__ __ --- -----. ---,.----- � --- �, � ­ ,.­ -1 6 I AT STUD I . . 9 . 9 1 1 � � ITON 0 LIFE SAFIM' I� i I � i, , I - - Lg.� Na""NES ----------- , , I : � L nX ( , PANEL BOTTOM CORNERS I ; I � , 6 _ - � 0 le: I - __9 � - � ! 4 � I I � I ;� -� i i D.M..(�)�, I - � _..., . I L'. + - __� I I __ � -OMERLAR- I �CVEM Ap- 9 m I I ______j or (�) NUT AT, I w I - C NUT A�T___ EXTERIOR _ - --MNG __ 7k Ma L EFT PANE� L RIGHT PANEL 3' MAX, I t INSTALLATIONS ONLY VAUD FOR WIND 1*Rw-,NiAW/1S. �R-�191111/15. I R_16/ I. � I' WN, R-IA/13, R-2A/13. R-3A/14, 13, R-n/13. R-39/14. R114.1 SPEED UP 70 170 .-p.h. I . 9 R-2AW/15, R-3AW/16. R-26W/15, R-30101/ilS. - - -- -,- - � -- - -- , - - -- - - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14� 15 &16) - -- - -- --- I - 91-1911- 1/4' MAX� CAP - - I LIFE S F� AFEIY $TQRM PANEL �1 ELEYKION M � '"' ' (D REGULAR 2.687' SCALE 1/4'-I' -01 REGULAR , t�" , STORM PANEL (Am av�tl. ; I _�rx VAI M,40*11"N,, I STORM PA14EL I ., maii - -------------- ----------- 9 ------ _. W. t! �t, � Sm.'ammill—, " — --------- _ __0Ae ----------------------------- �­ --------- - 1A-_-.­-._­­== - ­_ 1w, ,4 - * I , ��\ - ,4, , --------- - =A , ,/e, 1� � - ,I 4 * \ ;1 el, I I � ­ - prn',\ MAX, wvlv�N 51, w1k, x ", � 4 � _ 7`­�. " 711f, t i, /_ '_)_\'�, lia' ,'�, -�-77,7---- -- ---- 7----K - - -- ------- __ ,7-- " 7e, tj '� , ..v. " , , \ , x: - -, . �ps, , I \ " �_�' �\ / §�` �/ 1 �z ,� - �=�, � ��_==_�,. z: ___==�_ � _ __ __ ­ ---- --- _____ - ­ - �t%-. � ­­­\ - �=_______ - � _!_:=___ _=tl� - - �­�� �_- ,__�_awl 9 ; fe-f ��. - __j - ____ Z*. _( �. -a = : 11 = a *-- - LIFE PANEL = :*S FLORIDA BUILDING CODE (Hon High Wocsty Hurdounts, Z*nel _7!�.. ,m_ . - I - 1 I'LlItco, 940, FYI EXTERIOR %,,."!ID?1 '..," 1 24 GAGE GALVAR12ED STEEL STORM PANEL W^" !! I- -------'\ GLOBAL PROTECTION PRODUCTS. LLC� *7 - 1. /u/Mm � � /7UE � - . - c o,.. ASIXT, S.W. 31 STREET - � DATE ­ - SCALE I/e-l' > ONAL n- =11 AHOHE. (ft-BOD-711HIs� I. (65A)M-Slif? 20-175 _lE_ "ILOP!_6 I m Dft� � ch-001,114 =-M-4 FLORIDA Uc 6 44I 4�_ - I . Am SEAI,�Sxsfox­_,GA� A*0`151 A MIT '_ P�E A I I I E. ��pq ; - - - __ I - - - - - I I _____ _________ - INraTALLA ION DETAILS FOR LIFE SAFEjj_E_AREL_.�'j)' INTO WOOD STRUr,TURES . � . I �� _�___ I ,1 7-- T­1�7 - '. - -1 --- � ­ "T - 11.11 --- 7� - I �� -1 I 1 7 � - li� - � -, -_ 77 -, _ I :.� � TL . � I I , --7-.� � ------ -_ P I 1 �7I -_ .1 � _____L� � I -_ I M z � � - , � 1 1:7, - I I I, - �i� ." -, - ; �_ 0: , ,_ - - . , " � I" . ' - � , I , , ; - - ., , , - � 14i WOOD HEADER -- I � - z . WOOD HEADER � i I , , - 4 I 11, - - 1�1 , �, , ", � - - ­ 1. ,,] ,i - WOW HEADER, , , --- - �'__ 1 __ -MEOURED . I - I __0WOUIRED �_ - , - __ - -TcORED z I � - , - _T __ I I 1 1 , -­ . ,�, . 11,i � . , � 1-1 - - � ,-I �� REQUIRED . -_ , i�, ,-, . ,� - � I - - 11 I I - __ IT I I . ­ �_ ­ � I ,: 11,� - - I - - , I I .", - ­� �, ON 4� j� �� -- __ __ ,- , � TAPCON . I , , I - Am> � - I I ,� :�_ -_ ;/�'*DTAPCON * � , ,:,- _ I � �. _L � �IIC I � t � � �, I � - , I - � � �!11 - I I I �_'; __ .x 2, OC - :T It 0 91 OC '­ � ;1 _­ WC`HOR 0 9, ox- , . I - _;6��O; a 9 1 O.C. I N I . __ ,_ f . , , j�� . I �� ) , - I ,�� .� , I � � - I . t [ � Ili I I 1 .1 I . , . � I . . , i - I/ . I I ,l� - . � 1 ; - 1� I i�i I I 1-1 20 ,� I I �L . � � � , I �j . , � . I I I � 42) , � � I I I _7 _(�) I I � I I � - -1) � �� I � 1 - -1, .1 11� 1z 1, ,, ��, - - � I - I _11 I _10"864-Va t�, - I I . �, 11 _*� asaqw t�l = H r . I - I , p I I �e � I , ,� , , 'eB � : I f i I 11/� j 1 1/4 - 11 ,, " I le " I I - 1/4* � I W :J I ,,, � , /, / , � I � � 1, li� . I I � , , I,--------- " . ; � ------ I , No_ - _ -, __I , � � , 4 . ,-2. , ;,� i , I I - : --- I - 4 " i - I Nw ______ ,-I I i ! 2 . ill 11 , I �, 2 � � I � : .. i � f Al 11 - I � I mim A FQ � i I . , I . 7 " ; In i " �� � .1 I , � - I , u I liq i i I I : i - I I I . I . _ " , - I � ��, I I , , - 1-" __ � � i . I I � - , i I � � � ! : - - , I � -0 � ! ­ , I ) 'i <D I I " ; q...-esw � , � I 11 : � .- '� �_ - ­ � I i Ife.-N." If 1, _1ZI.-I. � - _�t_' I I %,. � . iA, - , ,,,, "'l- � A . I I 0 . �­,;,_ - =0 i , r iE� If K 0 , , A, lzm"* , "I - t �, I '.4*.'�-.'-'�o , , � avq, - , A, ,At� ! _Initl��, � ­�__ I - - t_ I � � 11 ­ � - *A 1. , , 1, oft sm DAmIL I =r�: i I I ,�e I Im FOR r*n � Gm*_1 I I a I T-In I - I I 11 i Uso� VAIT I "I I , � a " loar" GAP 7-r) , I I Mo ii 1: , , I it , 11 , , I � 1' MAX. I 4_��__� , , __ 'I -, ­ I � 4, - 4 ­- ­ :! I .11 ,, .:- 1, _� I I, If I -,_-__ -�,A - - ��` .1 �� _.- z r PANEL LENGTH R �� - -_ -_ ­ ­1 S� PAWL LENGTH � 7 - - -! -L, U." EMVAD 11 I -_ -I v N.A. 9 I EILVATION I � I ; - -f 11 <1 � PANEL LENGTH `:�, ON !PfEET 12) 1 PANEL LENGTH 9 I (SEE I- ON 11-__ I_ I - - , , (SEE 41 ,,, -j-, - - �i -_ ,- -1 I ON SNIEET 12) � �_ .I--- It �t --- -_ (SEE ELEVATION Of - __ , ELEVATION - __ - - ­ � 7 I ____1__1 - - --,.--I 'ON N� I, - I, OR SHEET 12) " . I SHEET 12) IT I I ,',, I I- IT I* Min. I � i (1) : I ___ I-, _�7� - __ 11_11 -, __1_1 I . I �,!�­_-­;,6--_- -- ,, IT � - - --r- I I _T 'i "I - -1, III.. I - " 0 TO CLASS. I I r IT I- MAI. 2 R,-----SEPARAnON- - 0 -1 - -".r -_ f _� __0 a I , (33, , a ;1.11" T - =111, - 1 1 ./� K­wpkwom- I C-il I : - � '. . f ,. " I ,-(3-),. .. , : 1 V2 14 I _# I i @ � 4 -!�, i , - I - , - 0 I I I � I I � * Ir Iff � I - , - I 1 - - . � I � I I , * - I _ - ,� � _1 al""", V - i ED I - -, x- 1. I , I I � i I ED T, , ­ " DC` 1 -, I �_,'Ir � , , - � , � I'll �0 1 ., ED. - -_ � It - - -_ - I - i---i- - - -I - k 4e� I - , I ­ - , ____ � * ::" I I -''- A I ; � A - i-I I ---I--- I � ;2 � .'L 1, I - " I �� ,::� __ ,,, �� I I?-. _. .- - - P �.20cl '��� i I=- -1 w . 1, " I " - I - fix"111 " /2 1 I �_. I- I � - 1 2'.4' ftqs)� I � '. " . �s IA IlGof Co. �]* : �� � 1 � �� , i , I � ", --; 1. , 4) i- I ,,, � � I , ,� -, q� _�., 4 � ', � I � , 1_4 %, .. li ll, � 4) , i I _ ", . I I � PLATE , i I I � I , ; . � � � � 11 , I . 12 V2 PC I . 'IEGUIRED , ' ' . � I � 11 , �� � TAPCON � � , 1,;i' � , , � - , - , D_ 114-0 TAPCDN t - '�' jl_�,, . ��."_,� �, -Iv, 4 of � " * I' ' '" 4 I -!/ � ", �, 1 ,,44 , I � 1 1 , . I , - � t ,,, 7 i ; , , 11 , 11 -11, , A19M ."' CIE: 0 � i , �, TAPCON �_; i I ANCHOR 0 9' O,C. ,� L: � ANCHOR 0 0- O,C� I � � � , � BECKONED � " 4 STAGGERED w/ STUD "I I ) � I , � -_ _f/4"' � � STAGGERED W/ STUD I I e I i � ? r � � I 1, i ; ! i; � I I � ANCHOR a 91 11C. , � I �; � �, : 1 w WOOD I t I 1, � � . ,- _31.4" WOOD - -1 ; ; , I ".1 �' PLATE � I I 'l j LATE 11-11 � , � , � I i 1 �f -1 I ", � _.,- . I _ , , I � I - , 4'­.'�� _11 I i , NEOUIRED PEOUIRED I I , I , I .1. I 1-1 i ­ I ­ 1. , ALTERNATIVE R-IAW Aljtl�ff NATIVE R-2BW a 0 IYE Uff A �R 0 0 REGLILALYANM %PHW;AI INWE L REGULAR , Ii=jFF SAFETY EME WALL MOUNTINGS OwAl"44"', WALL MQUINTINO SCALE 3/8-1- <,;� �_..T!PIIN SCALE 3/8=1" .,.. - " , �EN 'a� % FLORIDA BUILDING CODE (Non High VoI Hur cone Zone) -MGM, �.... z .. " �_ .2m I-_wm Ac. 1;K i : . - 44`167 '. S 24 GAGE GALVANIZED STEEL STORM PANEL Oftook W. 1 . INSTALLATION ARE ONLY VALID FOR A,S.0, DESIGN - , -_ PRESSURE RATINGS (p.a AND PANEL LENGTHS AS 1 * .. * -, w . PER ELEVATION ON SHEE41 12, ­­> , \ GLOBAL PROTECTION PRODUCTS, LLC. "'"' � ,q% STATEbi;�_., �._­_!_�_ / 11LIEC07 ME. 2, FOR NEW WOUP FRAME CONSTRUCTIGN; WOOD ' ", * iwlr - I" Sop. 51 SPOT - -_ MEMBERS TO BE SOUTIHERN PINE No 2, W/ SPECIFIC . ,I�11)RJD -a rNavituma, tow-Affir -.4 , 1,'. �Dta� ,W) DI rL 33314 am =) ,�v oft-75-5. Pa. N6.Na%­ENq 20-175 DENSITY OP O�55 OR EQUAL- ­ 1�1�1�*: 21_� rv�_, 7__� - - 4 OD,4 = - DRAwo; AN: CA-0000714 - " .- . *006mAlm/nATE eNICK . IILUT ,k� At _, � - "'. . -110 - N, "m - -.1 - I - I =�_ ,­ - . ,, -­ ­ 9-1 ... ! i- a I InTsm- A .� - � � � � � r MAXIMU & QLA19H PR URE UJING t1jes,L) ANQ CORRESPONDINQ MAXIMUM AbIQIQ8 SMI I , ! W SIQRM PANEL I INSMLaONS INIO CONCRETE A CONCRUE ILQCK STRUCTURES � (VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) VM A3.0, MIGN PRESSURE RATIN (P.-J) MAXIMUM ANCHORS SPACING FOR MIN F-D. PER SCHEDULE BELOW * ;rim # - MAXIMUM PAsfEL LEWH -L (m) Mm I A.S.O. DESIGN PRESSURE RATING (0.0') MAXIMUM ANCHORS SPACING FOR MIN E.D� PER SCHEDULE BaCW--* --- - ____ . r= . A, OF THEM MAXIMUM PANEL uEnT. L K) - TAPCON I SOUD-SET -_ PANELMA'E PANO`Ms`TE FEMALE 10 I PMEUMTE PLUS ZAMAC-NAJUN I - -IN TAPCON SOUD-Sn PANELMATE FEMALE 0 I PANEUAATE PLUS zu"-NAILIN . CALR-IN ill COW.% TO I A TO "Nowsr v = TO TO � To . I- TO . To 101w In ODZ6�& To �_ .A= OF INDIA To TO woommic " , e " To P'N'.E.E TO - CcNcRC1x TO - TO co"om TO LqSL. To C�ONURWI "65, -0 13, , " 11, I y 13- I-- I I'- 13* 3L 12, 13" so, I CTOP!I_ bl-tr oft LESS _- - - .75. -75 - 13, 1 13' JIG IIV - ­T37� 13' � 1/2' Ir jl��22_L/r.11/2* - Ir '7 '12- _( -_ ibPs . ,_.. OR Lrm - I 3r, �j I 13' t�11-_11"! � 13' __iL_ I ly __L - Is* 12* w -1y -;- - F _,�F_ T'wcnrom) ____ 13- ____�,_ 13 _i_ _ 37 ____ 13, - _f�t/F___ - 5* _ r --;;-- _ _ �fr _jL 10 I _ __4 _�27 - " " , " _ki_=_1__ ::j�f� ly __ 1�� _ _,r :Y:: l 1/2- __�/2. I Li/2- i,3- _�_ __T3 _ Ir _. .f_ . _13 q- i__ I/27 _ �/ 7 i ______ 9 yr To' 7-r I/ __ to ll;r ip_s/2- 7 112* _F_ 1/2' ___�F 7 1 _�---`i_F_—W i/2 IY S" (BOTTOM) T6i_p;5_ -i-si4t-11: _ _.L4_.L_L!:_. ,-if:- _13 :__ _!�� 13, _2:__ __!� - 13' �__ ,_ . �r I- - 121- - 13, Ir ; , ,�. ,:,� -liz- __�3� � , - , 13 13, -Ir , _____ _ I r -1 3�_ __ I r -737- - - Ir ­TF- ___ 13, 3- ___ to, ,w i_a0_p)_ - 2 I ) 's M) _i�i___ii�_ - OF- _1__w._.__­ _,�,. ---- _,_____!2�_. I - Ir __ - I r ­ -­ - - .- i;­ - ---------­-------­-------- Ill _ i�_ I ­_ 12 1/2-12 __ ­­�L­-1-111 w - Aii_ 13' I—— __li�__ 6 1/4� 1­5:�_ 1/2' - - -1:54-, 134 _____ 3: __! 8 I /-'I 6 ile 6 1/4- __ 0. _;�_ . __ _­­_ _!A57- __!�L 'r 13* _.-1___T_,___1 1 , � 3- _!��,_t__L -, , 6 114� 1 & I/e 12 IIV —a- ­­­ 8' __13:_ fit* ___ 13- - T2 IP2 V-1727 , - , _ i�_ B' __ __ _�_ li- __ __ - - - I - ' - - - ,_ - i, ­ - --I- __ � �-, ­ - -"-- . ___ - __­ - ,.-12*- '21 I- -_ . I � -] 6 Ile 1. ­ - " ­_ 1 ­27111 1�, �� IT Ile _�_Ilr ­­­ - ____ I _L, -1 - I ITT, - 3 OXYTTOM) 4 (-mp) - — il- ez� f nomi __­_ , !�sntL­ 5 (BOTTOM) i� - 1�� ___ A __ - . - I: _li�___ ­­­ --!:K -!-L I __�:_. I . - -Y - - __ 3, ___�'__ ___ /�!_I��_,_l ___!�_ __ 5. - I 2_!_/�: L2 il 7 e 5 00 e - ----- - E ___.Vi� - �_,__ �­,..­_, a 1/7 __Q�_ L 6 Ile 9 T/.,h Ile i 7" ­ .-.-.--- L_g'__i _. 1 1 1/4, - k ,/z' � ­_ - 9* _4 / ��' TL - - , 9 74, 2 _1�2: L 8, - _w ­ .-.I--- - 43* -1. --1. -- i� - 6 I �.- !.-L/!: 4 - -----'-- . '. i -Fli � a 1/4, - _ * 4 1/1 �_ _ ,/,* _ _ ��! _ _ _� , ll�.t _ � - - __ � 3 * - - - ____ - ' 'Z?- 1 1/2- _ I/. _ T _ � � - - / I �� S 1/4 6 Ll/!� 1 _�� ­ !� L)21i.!_L,�� '. - ­­ __ ir 8* — ___ , � ar _____ __ -_ __!�L -1. '12. -s- a Ile i /e � (OMOM - W,,) iT_)__ 4 (001TOMI ----"- b TOP) is MOTTOM) ­j­ 6 CTOP w*Fa-aw.;;,) +7 TO-75 5. - - +119TOIBLIs . � IY __ IT7T_1/p7 _.!A:_1i1T i3' 17 1/2* � 17 1/2* 12r -Ir ,-- _�!23L_ ,3" is, Ir - _. 13-- 13, - - -IV W - la. to 1/2. - - _ 13 - w _�r­ it-)-, -Ir Ir _-IF­�'10 ---.-- _2_H_2_1�_ ,3. I to' ­I/2- 10 1/2-11 ,I- 11 T L2_ -,-L,:- 1/2 a' __!:___ -1:_ 8- __L3:_ 3� _j_ _ 13, 13- !1 1/2' ' 7_ , , I'_ a 1/2' .# 7- - 1 [TO ! 19' �_ I RO I FAR�) _ i) ON) i ,_ 2 (TOPH ,.F,) 12 (wrom) �,._ � r TO 81,4. " _3 ty - t��_ , ., .1 - ". . 'I.- m �s --ir TO 7. -5. i ___A__�:_ 1�1_ I I A __ _=_1 3, 13, 1 i:r 9* 13, 2, - IT _.�_, -I 7 1/2' ____1___T__'1,_t_1_�.�__L_ ,3. I - I (BOTTOM) - - , _ii: I i�f --I - --- , 'D 'm IT 3- . . a 1/2' 0 1/2, -_ __F3F - _Q� - --- -6- IIF - ___ i I IV - T 7 7/ __ �D Ili 6 112 - 1/2- - - __!L - 1 2 _P I y 1 2 _�____ 2 - (TOP) - i (SDM�) - ,3�,_ I /2' _T3_ _r _�3_ - 10 1/2' __ _6 - t,1' - _�/ 110 1/2" __ 1 1 1/2'1 _ 8' 13' - 7- �� 'TOP) — � ,3. - _�- - -_ --- I " -_ -?i- 7' I - 1 -i;- - _i��_ _=12:_�I-3:_ IS' ly 1, ,t, Q ,12,11 6- is I � ! �SI�12' - _ I /2,1 / ! 1 3� __I_ _ 1/4' __ 7* a - 9 'IV 6 114' 1/2� _3__ _ - __IL_ 12 1/2' - - _5Wr- _ _ r - 1/2- j___ a Ile A- ____ _ _ 10 112 . __ - - __ i - __ 5 1/2, -va-- 7 IIF __ - ____ 3- _ _ - . ly 6 I _-.-T-;r I _w 6 1/4- � 6 'le 6 1/2. �2 1/2' _ ----t-- , I - �__ , LTn— 3 (BOTTOM) 7- - ,�� ) - 4 (507TOM) - 7 —1/2 --i;"- __ - 13 - _A_W __ - ,�"i/�:'E��Y_T, 12 1/2-12 _W_ '. IJ2- -8 - ___Ly - , I'll - i'IP4 1/4�- i ,�, _!:�_ _ __ a., I - I i; � I . .0 1/2 �15,',_ Ti 2- a* A' 13 - �, : i 114- 4 1/2' - _ - TO 10 1/2 -11 __ - -5: -_ - I, __ 1/2 - - - - � 'Ir --- - - a I Ile 7- , -4, - . , I/e i-I 3' - 1. 3 (BOTTOM) w- t,o,,,I 4 toomm) - !, I _+ IT - I , � _ � ,;, 'r I ly 13- f 9- � T�� IV 1 o- 5 (Top) , 71--­ 4-: , 1, 1­ - _L_ " - ­ - 11 ". __ . _ __13L H_ , . _,� �_(�, I 1?�) - _�_ -ir ,3.� I S. Ims: i Ill" i , Ll� .. I ' '---- I 3* - , �q 31, - - I,; ,3r - -- �i: 9 /2'310 - 1 /2, -_ 1/2,1z i�,�_, 1 �2` - ,a, I a, - 14 i/2' 1/1. 5 (BOTTOM) --- is (ToP) ___ 73' 7 �_. - 42,1i, � . I'D 1/2* 3:_ __ LO-I L, __ . � . � 6 IT ) i O P -,- - - I- - - , i Ili, I i _L - _/v - _,/�7 - _,L - - - 6 Ile - r� 6 Ile _:2�,T) B I ___r I __ - __L_ f 6 13/4-t 9 I le� - ­'16 - I ,A. i�c _L_ - - - L-12- L-i-1111:1-I! P-1 Ed ­ Sa SHIM I I FOR Nom,01m; I'm & sss`&:�Nur FOR *VMI~I 000 Wool, now BULDwas 4 M.ww ANCHOR SPACINM .IV 14"Alum, tm OSTANCE w AAXCAIw of I" sclwoua. JTD CA k.MS THAN INIVICATE0 ON SC*IWLU MICE AWAXi SP-16P BY UMTftVW S"CING ON, SCHEDULE BY THE rWDW*C FACTORS, 1`00 " OPERATION TO BE DOW" REDUCED .�Acm OWANED L51110 FACTOR SML NOT BE LOSS IKAN 464MJV SPfCNG INEACKIED fOR EltC4 ANCHOR "E ON DIS SCHEDULE. '/4", I 11C. Ile. Ile. - 4/4'. ANCHOR TtW I 'Y�� __ TAHCOR , -, .�M%*I _%� nall'I . 14-�n , ­1 ...... ­­ 7AMNl-RA" ­_­ - CAUI MWARN ANCHOR SPACIN1. (ID) 3 � 2 1/2' 2 I/2 MweRmum III __I__ - � ,% Ile I - I 1XIDANCIBLD.T � G,' s 1­ 1 3 'A- - A ACTUAL WX DISPINDE (ED.) FACTOR I 1/2:- a -la I - - - - I __ 1. , - - I/- 2' ­_­ � Dal I .� - - ___ I t - I P� - - - - --i - - 3' D,D �itR [ � -_ --i. 0 __�_ ___ __1 1 S,/2, , __ . __ - , AD ,__ , t. SPACINGS ONLY VAI WEN SPAIr ) IS USED. SEE #rl�,F?R NAX� A- -1 IS "" ". . MAX, PANEL LEN ,., , , I- - S , INHENSPACER ! r 1/4-0 TAPACON - - 9XISDNG POURED ANCHOR 0 9, CC: ctRCREit: OR , I 3*1 CONCRETE BLOCK , ,", , � ,�L , , , I � , I REQUORED� � _ , , � , ��� , , r ,-?, � L ­­­ I � � I � 11 1_11�:__L_ ,1/4' E.D�* t, -D -0 um #1 A ASA). DESIGN LOAD MAKIMUM PAM LENGTH I 40 PSF OR LESS ,�_,. > 40 PSF TO 50 PSF 1'-2- 1 1 > 50 PSF TO 60 PSF Y-10, A MAX- PANEL LENGTHS ARE ONQ VAUD FOR INSTALLATIONS . _ W1 SOUD SET ANCHORS & W1 (6 SPACER AT 12 1/2" O.C, CODE IN5TkLLAjIQN ____ --,-- ___ PET-AJU FOR LIFE SAFETY PANEL(_11 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE5 Ileo TAPCON-,,--., POURED I/ell TAPCI EMSTING, POURED 1/4-0 TAPCCn � -g� - ..w ANCHOR 0 S* O,C swIlIC NCRETE OR CONCRIETE BLOCK -- ANCHOR 9 V CC. , bbsiawrl OR I I COINMETE BLOCK -- - -- ANCHOR 0 9 O.C� : , - ��111 I , CONCRETE BLOCK � , " am UIRED, . ft ROQUIREl � ... ;� m- ,I I III 7,(,j) , � � ­1 - 2) C ----- ,, - I L' I "I , ,�', , � , ,� " I j � 14) I "IND" EXISTIR ILI . ula GLASS ,w ;oR � It"WH — r-Ir) T v " PANEL LENGTH (SEE ELEVAMN � ON SHEEt 12) 1 ; , I � 1/2 r � � : I �lll ��`, i - � 1,) : ; "� - ED,* �','��,`�,�, I � "",�-,"'I" ! ,,-.- A I , , _� � I J I I ?�, `�1�11' ,� I . '�., , I . . 1'r I � `�, �� I , I lie. ! W , . I I , 3/4 "" __1_____L ­ ­', I N __(�) � 1/4'sli 111�7 ANCHOR D.C. CXISTING. POURED CONCRETE M CONCRETE 13LOCK REWIRED- SCCTIQN R-1A 0 REGULAR PANELS s, _ALx 3/,-,. Ea. ,',',�,`�.� - -1111, I : " " I X4 - , ,"," ­ i I I I � ��, ., � - , �, I 'i " , , , 'f- , 1O.",_ ­ 11, I 1 Ci) 0 I- MlR I II-ArPARATION - -0 TO GLASS, a --- - � I ­1 4-jl-� � � =,K�p 9 I - 71 , , ] 4 I A 0 u 11 � � I __ f �. v �fox_ I I I p ... I I � A- Pmu LENO-,,, � A, 0 (I 0 I � (SEE I ON S 1 " I -1 - It �z­­­­ z­_ "I I � _______* ­ ­­, ­ __ ,� , � , - " ,�,r,:'_ - 11-`�mll,�� ---- ��_I;r " , , ,�_ � � I I � � : i , , � ,; , ',,Or , , �,,:�,, , , , _ 01 � I � - 111!�`, � I � __,01 B. , I , " ED.* ;;"', , � . "a' 11 .1,11 1`11, 11, _�_ �',�j�;� � I i I . - __C5 � �, 1, � I.- t � I 0 12 I/T 0- I I I - f� , . ri, �m I I I � �, M " ,� ,� - ,� _� - ­­--j� ­ �.� , �� -04, , , I 1/4"l, TAPCON ANCNOR 9 r OC, POURED CONCRETE OR _,E)(FSWG CONTIRETE ef.00K REOUIRM a UM50EIL Sm SHEETS it & Is FOR ANCHORS TYPE k SPACING M RIVA"TIONS INTO ANDIM TYPE ­_Y,!7Kv1 'MO FIT "01 "N`8* MNE 8"", 0"0" ANCHOR IWACIRS's ANO MINAAW ____ "NMI 00,00, SPACING, r.) _14 3 *---, �r�!!D_1_ DAR-1-1 c,_,,BNKow _�_ 3 smCGIUMLL111,1E T;, =TN`NMG'a",w ON SCHEDRU: RED= ANCHOR SPACING By .- T­­ SCHEDULE In THE FOLLOWING FACTORS AMAL WK WNW WJDj - FACTOR , TLr I 011A I" THIS OPERATION TO BE POSS111M. REDUCED VACING DERNRLD USING FACTOR SHALL R07 BE LESS THAN ­11 _. - . - - . - ___ _ __ _ _ _2 142' __ _ __.__ __ - - asi - __ fANAAW SWWO 00ACATIED FOR EACH ANCHOR TYPE 04 THIS. SCREOULE. S, - - ...­ I - - - - -,- __ li�"_ ____ __ I 1 31/2- 1 - i I'L "I 11 A ". 11 I I I'll, I I . �� I Fro �� " I . � . I I 11".. � . I 4*�" : VC11 " �-,� �, It I a I' MA, I — It I f-SEPARATIOW I I 4 ,/.--I* EXISTh(41 TO MASS. A - ",A- T - _J-15�%A. GLASS -1 ,I. I I I Is. - - ,A, =__111-1 __ - -­ t" ___ -I w RX, pme 0 = I - I - I - - t 0 - . , I � � 7-,n ."I I : i H ` , I 11 , " 1 I 11111 - � I 11 I . If f, � I 1L* MAX C04 R , - ___ - ` It � '* = , - ___ - " 9, 1 I IIA�. 1 4.1, 1 0 EL LENGTH 3 _______ - �,�_ -, I , - _ --- I (SEE TION - I (SEE ELEVATION -t 'w IT ,� I 5 I i, ON , 12) --- I �, _,- � � � ON HEET 12) I � 1�_�.=." - I If � I I I IT IT To GLASS, 1. R,.___.___ ��_� 11 1 L IT-- ____ _­ ; _ i- �,�, . ,�­,-,,�,-�g­ 1 I ­C1 ) � ll t ) , - ,�. _ ;�� 1 L12 i e,, , , q ,,',',,'. , sl­­��I,:A,�,O - I r , " �, ��� I '. : ,. , �p � � _,*,�, ,� , f3) ,�,' , " _--�A -, I Iz. C.O.- A, . , I - C.0 I I �1�11�_ -_ t 11 I ,� , , 'T I. If I �_ ,,*. I i � i � _m' w , " I �1'1� I", �' d 1fw I I , It I— - I i - ,,,", - N�r �_ -, - I - � - I - 11-1 � I I Eaf , . , , , .. ,,, - I - CO ;- �, . t !C- i - w"J" * 1 44,1 � 4 ._Is ED I ... I I --- w"i ... - .. I As I -1. 1, ." � 11 90"S I I I ,� . , � - _. I ,:1 S , k L I,-, � .... AT ,z I/ *.c� � � � I - 1� ,-, , -_ 11 I I - . r I "I'll, ....... � I I -1 /*-f TAPCON ___1/4'0 TAPCON ANCHOR 0 III* OC ARC14OR 0 v 04 _ EXISTING POURED CO ETE OR EXISTING POURED CONCRETE OR -CONCIRM BLOCK Fagumm ' dONCRETE BLOCK REOUIRED SECTIO 8- MIMIL 0 REGULAR PANELS 0 LIFE SAFEIMPEL WALL MOVEnHO PH�f ....... SCALE 3/8-1' _____ - I --- r— INSTALLATION DETAILS FOR LIFE SAFETY _R&ff,Lr1_1 INN WOOD STRUCTURES � � I I-i-1- __1____i11­ �� ­,­---­- - .1 I � , " � i _i�� i .i 11 1�1 � / I 1, , '14� __� 1. �� i . WOOD HEADER I I WOOD HEADER -,I - - _­ :11 ..,. � I--- _____ -_ -REQUIRED '14 . - - __­`_. - - kEOUIRED , I � I - : ,, I , - �_. - " r, � 4 I � - . I � -.- - � �. I � � �, 1_ - .1 , , � . � i �1. � . . 114-0 TAKON - . ,� I IZ4-0 TAPCON � � , . - 4 I . I I I . -;, 1 I � �: - AmumaR a 9- O-r- - I , , i . I �T ANCHOR 0 9- D.C. I � - I ,;! , � , � 7 � I 11 � � �j �H �_, � I 11 � 11 . � I - � � I I � �. --- n2, , � I - I � I I - - - � , � � q) I � I I 1�1 I 1, I - I I WWR z _', .0 I � I ". � . � 1/4' -I." I . , , - 1� , - P \ ". AX , - - , j 7 t 1__T_ � � �L I � 'M! , I - ------*,A,---- ----------, , , I 4 " I 1 2. � I I , I r\ i; I I ;' 2, � I , L 11 11 � �� o0q. 1, ,l� ,�� . �, 141' , I 11 I I I I,,,- I [ � 1 I i I I � , - , i i � � � �� 1 1 � I I � I , I , - � � L L I I - it 1 - , ­� � I 10 ; - F � - jr7 .... 1, q I 4L,j , i, � � - I " 1L1s1LLj_ i - T I I I 8 I I It'no-24a. � W_ - , 4, __A, S.S - If ii =q I *"*�a� ­'11 .." I �', V " "I I I 1.5 1 1 , -1- " ,"I, I - WRORRANE, !, t, ­-1-7 , 9 r�J . IT I I awn, O'm r-srs 0 1 MAX, 11 , , I " i i .1. It ­ I "L, Mo. a _ ,-- - - I - _I� - 6. PANEL UNOTH -_ -_ - .. ­11_... 11 � PANEL LENGTH ­_ 11 ; : (SEE ELEVATION 0 �, I 1 (x=4TTGN ! -_ _4 11 I HEET. Im t I �q­__- -1 -_ -- T- - � ON SHEE7 12) ,IT 11. 11 _­ --- - i 9 � 0 � I I : I � _­1 �, I I I - - - I -, -1., - I - _. I �_""�,:&"__ - _4I I p I,' I. /D mill. I I 1.65 # ! - 1 It TO G4 k f-SIEPARATION - - 1 - I,!) 1 1 - I GLASS. I I I I I L/2 i 11 , I 6. I - I _ . _" � ".. - _0 4 1 11 1 t - FOL : I a 21111.0a : f- -, ,-p I . .,It .0 ea L, -- - I I - , j 1 1 L' , ___ 1 !-- 1, 4 1. � - - (� I ��L_________I___ cc " . j DO - ln;�,�_L. � . - -A - A , ___ , , 1, �", .1 I , '. I I - I I I : ! I 1� � q I i � � , , 2'X4* WOOD ' I I � 1 2'.e WOOD ,ILI ., � , i i WE � I ­ �_ __ �_� , -�--- PLATE , - L !�j P -- � I � � ; . - � I . I ; �t I I , " I � Ft , WWRED , I REQUI , , ,, , I , � " I -.1 � � L ll j�, 1/4-0 PAREILMATE PLUS I , I ;�� � 1/4'0 PAhItLMA1E PLUS I - L I _ - I � , : , I " ri -, ANCHOR 0 12 1/2" OX � i -ANCHOR 0 I2 llr O,C, z, 1�7 I i ; � I , � t : - � � i� �, I � � � � � I I � I , � �! � � � H; I I I I , ,�� I : � , , I , ' � 1, : � I � t I . � 11 V I � � 11 i � .1 L I � , �� I- I 11 -L. I , _ L ' _ � _­ �_",�, __ � , __ _, _ , _ , " - - __ , - _1 �, _ 4 _1 i�, � , I I ALTERNAT ALIEPAW 8 - 36W I 0 REGUffm I,.1 ........ I ...... I . A, T1 11 WALL MOJUNTINM .Li� - 4/,,-1A,,. 'I, , SO:ALE.�/8-1- .. ENS;r . , ..� ... ­�.�,��, 1, , , i � I . . I 2 ! [).44167 " S : - FLORIDA BUILDING CODE (Mai High Velocity Hu cone Zone) - = K=_ = *: * -,&:: — = 42M "O'Em Al, Fl. I . . z . -- S ,0,� . OF .: cl: - 24 GAGE GALVANIZED STEEL STORM PANEL ORAKiN ft i. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.C. - �p STATE, "; Z - DIESICAI PRESSURE RATINGS (p.s.t) AND PANEL S-l'.. ,-. "ZOR �n�_-��-- / 11LIECOm. GLOBAL PROTECTION PRODUCT$. I.I.C. G"[T'v_' LENGTHS AS PER ELEVATION ON SHEL7 IZ / V_,:�;7_ 2� FOR NM WOOD FRWE CONSTRUCTQN� WOOD ,53� HLUI .m sm, III 517"X` �C�� / GAME. - Wis. lzom= 20-17 140- �� , _701. "H.*S­1.*!� 'A., facts,eaft'No MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ........ . lollf" 4 ,y____1:f � PANE, i 5 "a DENSITY OF O�55 OR EOUAL. — — . '000,1710 - ' - I - 1-.* - I - DRAW.* - I I p E SIA"W"TWE/Ism w I - S"m ,a or Is FT= Tw 4�, PIL i 1 . ­4 0IM119 A I , _._1� 91 L 21 ______ - - ____ _-ZE .-------- _4­0 (1) (1) = U) -0 —m > (1) C- -I-, _0 L_ (3) (1) L- 0- CD_ = 0 0 " C - a co -I-- 0 -0 (1) 4- a- U) (35 .- CD -0 0 Q -0 . -0 C= 0 = A, C1 — = = 0 (1) ?:: Clu = 5 .0 — M LL U.- 0 — M > U) — U) — (1) U) " _4� M L_ CL = �_ m -0 L�R C= — — u) CD_ < 0 4 z w mi P�l = I r4 . .0 _= �= C" *?""� a) -C3 � I , ­� Lu C%j CT _t� =3 . r C= - ac -Cc ..-- .S M I,-, M CIQ = . _= Cm = L.L_ >< t;; C%_ j,; M = - -0 C'4 _= ,,, z C= (v cz CN �: 2 OU, �X� cU =L _= W . E ;; = I= = . := -cr BI: �i: m f- cu cu _= .- CJ CL) >. = = w . C, = = :P, ces =. -= = E 0 (L) " 0 Cn L. a) :3 U) (1) C� cu L) L. " = w � < z: m < _j a- -f-a (1) (1) = W ICU > 0 L_ Cleo CDL < :3 _0 0 Leee 0— a) U) ICU m SHEET NO. SH 1.4 EZI/18, EZIW/18 ANCHORS ----(SEE SECTWN E2i ALTERNATIVE CZIW ON SHEET -3* W- C(SEE NOTE 2) R (SEE 9 1 Avrw@ NOTE 2 END 3/16 1A, POP W41 �AST PANI TO BE Mi- AT EACH OPENING SHALL AILWAYS BE 1/2- 0 --T 7q, 10 PROVIDED W/ CAN HANDLE TO FACII INS7ALLATICIN Ir INTENDED I BE INSTALLED FROM II OF STRUCTURE T_ -A. I _1 NOTES MIX OF _L_ E-Z HANG STORM PANFA S"SIEM CONSISTING OF PANEL 4 CIII 7FAI TOP PANELI JTER P PANEL) INTERIOR PANEL) (INTERIOR PANEL) MAY 901-TOM (CNU INTER SEE NOTES Z 3, 4 (FIND PANEL) i SEE NOTES 2. 3, 4 12). END PANELS SH I fl CONNECTED 10 011 PAC, I'. OTIMIrwist: A STOP HALL BE PROVIDED AT IOP Or SlI AL AP A 71-MAX. 7 PANLLS� PANEL LENGf�� 71 i a �/- 4-0.1) p.,? 3C, NN CT,�l �3). IF END PANELS WE CONNEC]TED 70 IE070M 0 F SHAJ ONSli OF /4'P MS W/ /32' WNG IfLs W/ i /Alt 99. F,, IN NUT OR l hl�, THUMBSCREW INTO TAPPED FICTION! S 5 DOLT /00 LA G�VILAP TRACIC LOCATION OF FASTENERS MAY BE AT EITHER OF Two (SEE ISECTICIIS AS AII�C.19a­ EXTERIOR FLAT PLANG - OF END PANEL. (4)� IN CASE IHAT ENUI PANELS ARE NOT CONNECTFE) 30 BOTTOM VrkX TRACK i.e. A S7GP BAR IS ONLY USED AT n)P) AT LEAST TWO PANFIS SHALL 13E rONI BOTTOM TRAI USING SPECS 1 INDICAFED ON NOTE ( I ) ABOV, P% SUCH 'ASE, CONNEC71ON OF -.t- 4-4-4-i-f-11 J_J_L!1__J_J_L.LJ_J L _J PANELS TO 90�061 Tril MAY OCCUR AT ANY -I _J�HJ JJ L L J -1 L_ -1 -1 -1, 1-.L _J_J_ L I -J-J­L 4 -L J J- :14 ---1 I PANEL LOCATION Me. SCE Ne"t VA. Ml� SEE SEE I t NSTAILLATONS ONLY VAIJD FOR WIND NOTE, ANCHORS- SPEED U- TO 170 --(SEE S�Cll EZI ALIERINATNE FZIW OIN SNEE- 181 -*E"z I W/ I a TYPICAL ELEVATION FOR SERIES .2000 E-Z HII ST9RM PAN L ff) SYSTEM \NL 4. CAP SECTION A -A A, EN FLORIDA BUILDING CODE (Non High Velocity Hulc..e Zone) 24 GAGE GALVANIZED STEEL STORM PANEL ty. 0,44167 Slil or- 11LIECOHIM, \ GLOBAL PROTECTION PRODUCTS, LLC, O_ 20-175 el ro (-lifto-li AI 444? IV ENGIC%.jEE4NG- ENGIIINIIEERIN13 EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 170691 - R2 EX Project Numi 20-21543 Product Manufacturer AffAuramcan Shutters and Glass ManufacluterAddrei 1540 Contra Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued In accordance with the requirements of the Flol Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter GIG20-3-006, F.A.C., ficirstalewide acceptance per Method 1(d). The product noted above has been tested and/or ""fueled assummarized herein to show compliance with the Flonds Building Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code Re-eva(uation of this product shall be required following periment Florida Building Code modifications or revisions Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing #2"1 W fided '2498 Galvanized Steel Storm Panels (HVHZ 9 Non-HVHZ)', sheets 1-5� prepared by Engineering Express, signed & sealed by Frank Beraranto, P�E, is an integral Part of this Evaluation Report- ' TEST RrzPCRTS Uniform static structural performance has been tested in accordance with TAS 2102 test standards per test reporl(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance With TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-DOI by Black -water Testing. Inc. . STRUCTURAL ENG4NEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an remparstive and/or Fetcher analysts to quality the following design criteria 1. Maximum Allowable Spans 2, Minimum Allowable Span, 3. Minimunt Glass Separation 4 Anchor Sparing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA M @15HOINEERINGEXPROSS'Com ENGINEERINGEXPRESS,COM m m UP, pit -all _4 H r IIEL JF r F A J to ENGINEERING PiuNe2ur2 Yll American Shutters and Glass - 24ga Galvanized Steel Storm Panels Nc,33% increase in allowable stress has been used In the design of this product. Staparaltop from glazing is not required for firistallailors; outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and Is accounted for in the engineering design of this product. WInd Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document Cie. engineerinf; drawing). installation This product shall be Installed In all compliance with its respective Product Evaluation Document (I a engineering drawing), along with all components noted therein, Product components shall be of the matertal specified In that procfiuct�s respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product Strait be in strict accordance with the respective Product Evriluation Document (I a engineering drawing) as noted herein Adl supporting host structures shall be designed to resist all super. Imposed loads and shall be of a material listed to this product's respective anchor schedule, Host structurc Conditions which are not accounted tot in this products respeoWe anchor schedule shalt be designed for on a site -specific basis by a registered professional eniffineer All Components which are permanently mil shall tre protected against corrosion, contamination. and otbw such damage at all times, This, product has been designed for use will and outside the High Velocity Hurricane Zone IHVHZ). Respectfully, A Frank Beenal PE ENGINEERING EXPREss" 9,PE00465491 COTT Auth 988i 160 SIN 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9541 354-0660 1 (866) 396-9999 TEAM# ENCINEERINGEXPRESS�CCM ENGiNEeaiNcExPREss CON I. I Ir E! C., I'll TIN, TAIL 19,17 1 7. 1". RE it Eta Lu of i HT"Ohm"!'! 11101 INSTALLATION DETAIL5 FOR 5ERIES 2000 E-Z HANr S_QRM PANEL.1 T INTO POURED CONCRETE. CONCRETE 8L09K AND III STRUCIL)RES V4*0 TAPCON CONCRETE OLOCK ANCHOR 0 12* MC. REOUIRED. 1/00 TAPODN HEX HEAD TEK WOOD -JI4.1 HEX WAD TEN ANCHOR 9 12- 0.01- SCREW 464* FROM RiEwel ScREv, 0 V4, FROM EDGE OF EDGE OF 412- mi. t/2 112 JL 110 it At V. 0411111 1/2- 11 1- W., Ir-SEPARATION 1: 70 CLASS L ALUMINUM Per, TO olm. POP FIN,ET am, F-Cir, Will MAX PANEL LENGTH If I PANEL LENGTH NiV,, '0-20.2' '-'1,.UMeSCREW OF Be. 0 -to CLASS 50% C�, OF "L" 0 THUMBSCREW It ��AAL;­­,;­ n EV ED ED 7) -0 IAPCON ANCHOR 12' O'C' 1 ON H' 2.4' ill= Apo ISTAIG PW 4, MED ANCHOR 12 C, -PLATE ONC STE 0 CONCRl stock i ATOUIRIM WALL MOUUNA NG SCALE 3/8=1* SCALE 3/0=1- %. 11�­` E FLORIDA BUILDING velocRy CODE (Non High Mu Conazono) 141 ' MPL PANEL I'll "IJIM rx. 0 44 = . o� 441 s I INSTALLATION ARE ONLY VALID FOR hAX. A.S.O DESIGN SHALL BE 2 24 GAGE GALVANIZED STEEL STORM PANEL PRESSURE RATING 40.0 pVJ. AND 8'-G' MAX S STATE 0 3 f=31- STATE 0 PANEL LENGTI GLOBAL PROTECTION PRODUCTS, LLC. 11LIEC0,011C A !; - 11W 11 FIRAVE CONSTRUCTION: WOOD 0�-, 2, FOR NEW WOOD _: . TILLIT Ticl & C40INM COMPANY I.,(. P. VA ­V, XV, WAI .1. 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC: IGJN�6� IOU DENSITY OF 0.55 OR EQUAL, - Munit , i 1 1/ _% ALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ), WIDTH UNLIMITED (PER0. TO PANELSPAI TOP MOUNT (ccINN- T TYPE As REQ,D) qnCTIONE PTIONAL A� 20 STIT H RE -BOLTS WITH WASH E 'D WINGNUTS FASTENED P OVERLAPS 51b MIDSPAN (USi A PPROPRIATr SPAN TAEIUE� PLAN I4EW BOTTOM M AT (CON I TYFI � AE MAY BE AT T el BOTTOM TYPICAL VERTICAL MOUNT ELEVATION N, T G, ELESIATrON TOP MOUNT I UPI AS JSPANI COVE EISTRUCTION) IOUNT --N TYPE S REQ'D) E (LOCATION MAY VARY T-P`NN TYPE R tO Eli L-I': BOTTOM MOUNT NN_� TYPE As =Eqvo) (SPAN OtLOW DESTRUCTION) PANELISMAYBIENOTCHEDAS SQUIRED, OPTIO AL Y�'-20 STITO E R BOLTS WITH PROVIDED THAT CONN CTIONS AND W0HEREC ANCHORSARE USED WHICI-i S�ATTSFY WINI31NILITS flASTENED i5TRICTI6N, I OVEEII 0 MIDSPAN APPIROPRIATE'SPAN 7AE VERTICAL MOUNT ELEVATION /'_2� (NOTCHED PANELS) Ill N,7.S, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM SMRMPAI SEPASIATiONIROM GIA8, (HVH�, WIND ZONE 4 & E95ENTIAI FACJI ALLOWABLY INSTAIIAIVONStESS PR`S"zf ;SPANiLrN,.I THAN M'ABOVE GRADE iHAN30'AftOVtGAVJi jzaii 6,06 o, T&L B Is 6c6 4_1 6 W 55 lot, 6,l, 6 B.I, 2 35'r, GD91" 2 ;1� �:Ill"AiNi ::)Lr1tUll IIJU I ='i: I, ENTR SPAN SCHEOULES WITH NEGATIVE DESIGN COAL) 8i PANEL FASTENER SPACING TO DETCRM14E MAXJMqM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE W17H POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2� PANI FASTENERS' ARE STUDS USED IN CONUUNCOON WITH ALL MOUNTING EXTRUSIONS Vf'-TRACK, STUDDED ANGLE, M,), USE Il 00' PANEL FASTENER SPACING TABLE VALUES FOR A" 'K'- AND 'W-HEADERS (INCLUDING BUILD OUT Ci?NDITIQNS), lJOICARTNTIERPOLATION B WEEN LOADS 15 A&EPOUILC� OTHERWISE USE NEXT HIGHER WAD. I CNIFEA SPAN 5CMEII WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM hLI.0WA5LE SEPARATION FROM THE OPENING TO OF; PROTECTED 2 SCHEDULE MAEQUMED FOR USE WITH POSITIVE LCLAOSONLY INTERPOLATION 8t"WEEN LOADS 15 A(CEPTADLE� OTHORWISIZE USE NEXT HTGI LOAD " FOR INSTALLATIONS OUTSIDE OF THE HVKZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ALSTM WIND ZONES I THROUGH 3.7HE GIASS SEPARATION SCHEDULE is NOT =1REE&ANI MIP41MUM SEPARATION FROM 'HE PROTECTED OPET(i Is , AgII. Wt Dill MAXIMUM ALLOWABLE 'At DESIGN PRESSURES: )AMW AS NOTED IN DESIGN SCHEDULE5 DESIGN NOTES' POSITIVE AND N TID FOO'Li '�"AT V � D5 `IGN r' "51C, LES LIL SEW�THTHI,i��',�"T��S.�MAffrSEIUZ'TCR AN UPER SEPARATE ENGINJEERINS JN�CCORDANCIE WITH THE Viv 6. Nit 105. '111R1"AFCE"R d CHAPTER 1609 OF THE FLORIDA BUILDING CODE'5HAU BE LESS THAN 23 a! ?J�il:d i Al Cr OR �20AL TG THE TP,()S ESCLI1,JNENTFTVE DESIGN _ REIM PRE VAql�E TED FOR ANY M18RLE C4PACr ASSE Y AS SHOWN, GENERAL Nol THT5 S P EC T%C k7leOREHqM Ep ED ICATED IN AND SHALL BE F.ABRCQ or It il TH UIR MEtASrGN OFTHE FLORIDABUILDMO BE "`VE`TH EDITION (2o")J` R U.E INSIDE AND OUISIPF OF THE HViA71 P. Le ASZI]I,202.AIJO2D3r7E PROI CONTRACTOR SHALL INVESTIGATE 1AS INEEN USED IN THE PaOl 0 >4HALL BE RESPONSIBLE 0 THIS DESIGN WHICH I( TOR. I SH­ 51 RE JrfJ­EV ;PANS CoUl ED 1ANCALCULATIONSAS I ol HOT P RP0% ,norls DIFFERENT 10.1 ;IN EEROR RecEl "OR USE, IN ON MAXIMUM TESTED RAD6S UNLESS NOTED CIR ERWISE Y W UNIN V ASSOCIATION, CAL CODES, 024" STRUnURALQUALIT, Lij MAY SE INTERCHANGI ROM E MOLINTEDVERTiCALLY OR Ent 5 ALLEE EMBEDDED To U ALL CONCRETE ANCHORS PER ,TATMON THAT & FEDERAL CODet S FROM ERET412 ADDITIONAL .TEN D. SIRMAMNOs 70THISD�UM� I- CERTIFICATION 3ELEDwIT"A MINIMUM OF (1� LABEL VISIT ECALC.101311643 MINIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM ALLOWABLE SPAN SCHEDULE A TOP MOUNT il I's A lil Haede! 0' Cr 0' 7-1 _W 2F 22- =e -0l' '27 "27 29- Buill �U` Mil IF 0, "' 1 23' Z4' 25' 2r 2,r 1" 24' 2T Z 2.5 a 'J, "..d. 0, ry ltr� Zt- 7A, 2y 2�- 2r (Y zr 2.7 _LW� M 2x5 8 SAW AVI1 27 23' = 11- 3T 31- 11- sit 23" 3D- It- :W SAIDW "F'TmO 24" 24" 24' Still 4W W W� 4ar 2X Ail' 3T Sr 25' 25' 2S' 261, 50' a Swd 8%k firvili Mi 2r 22- 27 29' 1 31' 2A, 2r, 24. 2r 2,r 1. ILI, PlexV., Or' D, a, 21 2r 0', 23n; tar, to M, i!gW T-ii 24" -97 _4F i ! 1F ...... Swd Am%, ISIN MAul _�,JL 2T _L4L ZT1 Zr =1" _3F ii- 115, 17� ..'C"I '.W 26' 26. f,� - _W P, Z "ET-11.1.1, ­c I- ­r'll l I- _EVS _I`.`1F`L ED 9 YONAL INTERIOR FASTENING DETAIL \Z./ N �T -111130 'd v ? 5 ILI AIE in a > Ln cc: < _J < rIjve N­` IV' 1 0 "�" 2 M�., � - J 20-31543 M '0 'AL EGR!5S PANEL DETAIL 3M ll� TDFI 11U r UMN6F C N 19, : IF 94" 4_2 SEE -2250" ISGA 7 TYP. 11Li TYP Ml L -C, 1 J194' 375"1 7­n�n� T""On, 2SOL i- TYP Oil OUII 'U" HEAOETI T -41 IL _138 MAY C.Il 1 q El PANE.LLEI 0.050" 6 F Lot 4 12.500"PANEL COVERI� c BI c 0 &L ",_4 7g�l MAY 1E T-��_D.Dqcv t IS- 90 TYP TYP, OULD-0111 'r. MA D�r All --A �M W11UT 0 213' 6 C, LEO -a oh .,L,. Ll RWERSEU re 'NA., E%T,.,,) @'I ANGLE - �i r T I OVERLAP Mi 4' MA K, QtRIJEROLMORE DETAIL A ZSLI MAR 0.109" _T N, MAX, BUILD -OUT LIJ DISTANCE Tr EMBED t 1,00 1 17 OVERLAP 11320' MAX 11.� MAX K LT IN ED �IN IDOV I.,. �I La. COILNEA 0.6"t OEI I r 7__ 0_1 =Mae,) ILA MPUNTCLOSURED­ IN T_� ANCHOR SPACING SCHEDULE: EL FASTENERS 9 12,5` O.0 room N �fflfflffl in ffim�mmmmm fflmmfflmmm� MINI 1/00 00/1 M M V///,;" 00M, YON/ an 1 214** MrP 131ATAll AIPCHOR MAX DESIGN PREXHUNIE TYPE (FILF) CONN rill - C4 CONIN trpg CZ CT 14 parill Typ C� C2 C3 C4 V4" T EMSED 33 'A' l 4:` 48 E� 12,F 15.0' 26.9- 12,5" 16.0" 16.0: ?,S. IZ�� _5� 1501, Be. .Vl 15Z 1 ILI!- 125" 'Id -It 12.5" 25,0i' 16,4V 7,5� 12,5" 16.0" 14,7" ELI* 12TS" 16.0- 1 4.7' 1 _iTtl. 16.0" �0' 1,60' 14.7 " 6,9" 6.0" 12. 5" 12. 51 16.0" 160� 1.43" 6.0' 14,7' 1 IZE�* 12,5" ItLtl" 1* Vi L.U� J5_11� 80� o �Ll L V, aM­ 33 YIO.Os�nw 41 48 12�5' 164' 16.0" 101 12. 5" Il 12.1" �,l 12.7 1 D� 10.6" 6.2" 36.U' 14, V &V 12.5" 114" 9.7" SL6" 12,5` 16.W 9.7' 54" _� L�5 .' 1G,0 ILO" fl� U IIA" 7,0" .,0 12,5" 1­" 16.0" ­." SO' 5.6" . it' � W' 56. IZT' L, IE.D' 9.6" 5.6" 10.10 .." 5 5.� 16.0 - 9.sr 5�6, X SS TAP Crei 41 40 -wimmommill S? n JIq,0" js�o� 1a.511 16,01, It's i2 51 5101, 101.2',WZIA _tL� 15,u. 13.3" 1215,1610" 9, 2 Iz5' ilix 9.2� iWA _!iIE %2,5" IGO' ILA" 12,5-1 %6#1 7 2A t2�5� L`I�T 15 0" 10.5" 1&0" g"L" 1�5' 1ZT1l 160" 'Al 1 C Ld .. :I '413 49 5� 'it ""', a.", 1215" ISIV. .0. 53- 4.51' 1Z.51 7.01, la's" 14 5" iZ.4" 4.9" 1115" 154, 519" &25" ILI' 12.3" 4.7" 44' 'U-Ts- E,E'l r.25" IZ 3" ­t" 4.T' I -` �25. q V. B,25- ­ ... ��X 17" A_.� ANCHOR NOTES: I ANC3-4OR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROYIDES MAXIMOMALLQINABLEANCHCRSPII,CINIU. 14AXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHAILLAPPLY. 4 ENTER ANCHOR SC21EDLI I BASED ON PANEL FA51 ENER SPACING, THE EXISTING STRUCTURE MATERIAL,& ANCHOR TYPE. SELECT DESIGN LOAD GREATEP. THAN CIR EQUALTO NEGATIVE DESIGN LOAD 0 1 SHUTTE R AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPANSELECT CONN ECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEE� 2 FOR IDENTIFICATION! OF CONNE&ION TYPE). 3 . PANEL FASTENERS" ARE STUDS USED IN MNJUNCTION WITH ALL MOUNTING EXTRUSIONS C'F` -TRACK, 57UDLIEID ANGLE, ETC) USE6_25'O.0 PANEL FA57ENERSPACINGTARLE VALUES FOR ALL `W, AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IsIAOCORDAPOE WITH MANUFPCTUiZER�;'RECE)MME�NDATI()N-- 5 HOLLOW BLOCK HOFT$TP.UCTVRrSHALLr-'DNFORMTOA,5TMC90 DJ-QCK. 6: MTNl I EMBEDMENT SHALL BE AS NOTED I N ANCHOR S6­IEOUl ? MINIMUM EMBEDMENT A ADIHQUI TRANSEER LOA r CGTSTRLIC7 RL Is CON CRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE 011 RE _ IS WOOD Fp 9, WHE I S�XISTING STRIJI CANING, EYISTING CONCIFIONS MAY VARY, FEELD YPTl THAT FASTENERS ARE INTOADEQUATF WOOD FRAM114G MEMBERS, NOT PLYWCOD� FASTENING TOPLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUREFIECUS, 10 WHERE ANCHORS FASTEN TO NARRIDIN FACEOF STUD FRAMING, A*TENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' 1( 0 � Mil WOOD STO D CA" EDrE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL OF '50t)THEILN FINE , C-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, , I REMOVABLE ANCHORS ARE. OSWALT PANEUMATF, ALL -POINTS SOLID-SlEr 8. BRASS BUSHING 12. ACHINE SCREWS SHALL HAVE 1/2" MIINIMJM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) it N'O 0 R OF WALL 13. MINIMUM [EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO HER I -FINISHES, 14, DESIGNATES ANCHOR CONDHIONS WHICH ARE NOT ACCEPTABLE USES 15, DIRECT MOUNTING CX)ND1TTONIS_ 1E. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 3CHELILKIE5 LISTED ON THIS SHEET gi IN A, Cn _0 > =3 2 CD_ CD_ 0 _0 0 C CU 61 0 -0 10 .0-4 Cn CIO 0 0 - CU En 0 0 0- = 0 0 LL- > U) -0 a) E " Al %-u 2 CL !E 2 Ill CI Z Z W mi co C" C`l C= 0 (U = Cn _C: -+--a +mm-A U) 0 L_ -0 0 CL U) LL1 SHEET NO. S H 1. 5. IF lit-, _11FAF, -1 11 , 11 1 -1 1 --1 1 t Ila 111111il 11 1 11 Ili AIL L 1 1 1 - _T